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Permit D96-0076 - PCS TELECOMMUNICATIONS FACILITY
City of Tukwila �. (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 032304 -9198 Address: 10825 EAST MARGINAL WY S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: M2 -L Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: SEATTLE Wetlands: Permit No: Status: Issued: Expires: D96 -0076 ISSUED 01/17/1997 07/16/1997 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: VAL VUE Slopes: N Streams: Contractor License No: STRATI *099KZ OCCUPANT OWNER CONTACT PLANNER CONTRACTOR PCS TELECOMMUNICATIONS FACILITY 10825 EAST MARGINAL WY S, TUKWILA, WA 98168 NICEWONGER PAUL E +PAMELA 901 W EVERGREEN, VANCOUVER WA 98660 JOHN MORAN Phone: 206 644 -4000 3625 132ND AVE SE SUITE 100, BELLEVUE, WA 98006 MICHAEL JENKINS STRATA INC. Phone: 206 259 -6016 P.O. BOX 1171, EVERETT, WA 98206 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL A WIRELESS COMMUNICATIONS FACILITY WITH ROOF MOUNTED POLE AND ANTENNAS. **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 50,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 952.84 r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. S i gnature : _! • "Cat . Date: T Print Name: Ai riff 613 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. ■ CITY OF TUKWILA Address: 10825 EAST MARGINAL WY 5 Permit No: D96-0076 Suite:. Tenant: Status: ISSUED Type: DEVPERM • Applied: 11/21/1996 Parcel #: 032304-9198 Issued: 01/17/1997 ****A*A*************************************4k*******A***Ak******k********* Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect or Engineer and the-Tukwila .Building Division. 2. Plumbing permits shall,:be'ObtainedthrOuah the Seattle-King County DepartmentfofOubli6 Health. PlUMbingwill be :inspected by that agency including all gas:pip-int:1 (296-4722) - _ .. 3. Electrical parMits,:.shall:;be obtained through the Washington State Division of Labor and Industries and all 'electrical work will be inspected by:-thatagenCy 1248-6630). 4. All mechanical work shall ba:under separatepermit issuedby the ciyyCif Tukwila.' , 5. All pe'rMits, inspectioniTeCords, and approved plans'shallibe avaiTableat the lob S.qa'prior to the start of any,obriT vf: strutIon.'±./These documents are to be maintained and avail- able untJI final inspection approval is granted. , 6. All construction to be done in conformance with approved plaS and -requirements of theAlnifOrm Building Code (1994 ., Edition) as aMended, Uniform Mechanical .Code (1994 Edition) anOiash.in4ton :State gnerci2COdeJ1994 Edition) 7. All structural welding shall be done :by W,A.B.O. certified welders and Special lnapectad(UBC ' Sec. 306(a)5).,'". 8. WhWspetiai AnsPectionris_required either the owner, ar80teptc* anainear..Shall notify the Tukwila Building Di0S1o6,pfappointment of the inSpeCtion. agencies:prior'' to the*I,rstbOld:ing inspection. icoOleSof-all.:specAal,Th insPectionports shall be subMittedtothe .BuilAin Divii1.0 in a timely manner. Reports :Shall contain address prolect perMit number and ,type,,ofinspection beina, perforMed. •:- ' -f,„ 9. The special inspector shall submit a final signecLreport' stating whether the work requiring, special inspection was, to the best. of the inspector's knoWledge, in conformance ' with approved,plans and speOifications and the applicable workmanship provisions of the 1.1BC.,.., : 10. Validity of Permithe issuance of a permit or approval of plans, specifications and computations shall-not be con- strued to be a permit'forran approval of any violation of any of the provisions of-the 1:ildina code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. CITY OF 7'JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Appllcatlon and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: P* -ftvreOwtm'►11at,Ci$t'pokt rwteu -r e �SPn►NT i ti 144A Value f Construction: ❑ Multi- family Warehouse ❑Hospital ❑ Motel /Hotel %Office ❑ Other Site Address: City State/Zi Jt*'2 g. MAr2rI A gk_ um 47 rikidiu4- Bk. Tax rcel umber. [e'3231D4• --d( AS Property Owner: t'Ast..st.. 1.ifYa If yes, extent of change: (Attach additional sheet if necessary) Phone: 'Y.) -7 " Building Square Feet: t existing Street Address: 1M W E. , h1/4A i rL JAL U City Stateq� �� 411 Til uvL s% � Fax #: Co act Person: AI )(4e2 (a -� f � �-sE Ph ne: Ph - � Street Address: F 2i j1 Mt , ��. City Stet ip: fclo LIWitYvc Fax #: Contractor: caret. Phone: Street Address: City State /Zip: Fax ' #: Architect: 424.20 - PiN?1L l Cir.,strj Phone: Street Address: wimp if/r�tud . 6 City State/Zip: 0am/10- t,' r )e Fax #: Engineer: i17irY �A IA►L,a. deCIXO Phon �,i7 «�D� StreeStreet Address: t _ !o"t►t' %T � Sc lyir I- City State/Zip: /1�2 lJZ[t�ity u* Fax #: micIf: e3•••• Description of work to be done: 'vo■ 61/ W- W'rbe, LeAr truNiuffevi5 01V..11i7y Al Iftwt Atialinte 1 iiVIL uNI5 Existing use: ❑ Retail ❑ Restaurant in Church ❑ Manufacturing ❑ School /College /University ❑ Multi- family Warehouse ❑Hospital ❑ Motel /Hotel %Office ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family El Warehouse Cl Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel Office ❑ SchoolCollege /University ❑ Other Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no Existing fire protection features: Cl sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) (111"x' Building Square Feet: t existing Area of Construction: (sq. ft.) . Will there be storage of flammable /combustible hazardous material in the building? ❑ yes ❑ no -MO"' Attach list of materials and stora • e location on se • arate 8 1/2 X 11 • a • er indicatin • • uantities & Material Safe t Data Sheets APPLICANT REQUEST: FOR PUBLIC WORKS: SITE /CIVIL PLAN REVIEW OF THE FOLLOWING :, (Additional reviews may be determined by the Public Works Department) ❑ Channelization/Striping Cl Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ 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 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 comp■y with current tee 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 ac',on by the applicant for a period net exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform 1:'uilding Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: 5-,D 1717 Application take : (initials) CTPERMIT.DOC 7/9/96 1 ALL COMMERCIAL/11/1ULTI-FAMY TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS MU3Ir BE SUBMITTED WITH THE FOLLOWING ➢ ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN Y BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description ja ❑ 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). Five (5) sets of working drawings, which Include : ❑ Site Plan (including existing fire hydrant location(s) ❑ 1. North arrow and scale 2. Property lines, dimensior.:;, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Date shall be noted on the construction drawings. SEPA Checklist - if intensitacation of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form 11-5) 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 Certificate of Contractor ". 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P BY THf'LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING • NE' OR A T O,' .ED AGENT: Signature: // i Date: , . , 96, Print name: ,% (� � Phone:,-, l2'J .— City /State /Zip Fax #: ay. 7Oce - /3.G Address i2r�4FJ CTPERMIT.DOC 7/9/96 o :Y #********** * * ** *4 * *,k * * *•.* ***k**•k*k * **Yl * *** #nth * * *k**:h **k *k **Akh CITY OF 1'UKWILA� WA -'( /�`{��i n 1RAhSM1T *A * ** * *A ** * * * * * * * * * ** � * * * k * ** * * *•k h 14x � * *. ** * *k * * * * * **** * ** ' TRANSMIT Number: R9600511 Amount: 373.59 11/21/96 13:35 Payment Methd: CHECK Notation: RUHL -PARR rI ASSO Init: SLB Permit No: D96.0076 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 032304 -9198 Site Address: 1002; EAST MARGINAL WY S Total Fees: 952.84 This Payment 373.59 Total ALL Pmts: 373.59 Balance: 579.25 ******************* A*** A***** k* k* * * ***kk ** * * *k * * * * * * * * * * *A * * ** ** Account Code :Description Amount .000/345.830. PLAN CHECK •- NONRES 373.59 T.28 11/21 9617 TOTAL 373.59 r Y, * * *Ak k ** k * * * * ** * * * * *4 * ** 4 **** 4 k * *k *4*) * ** * *kk4 * ** *k ** *k** * *4 **k k CITY OF TUKWILA. WA TRANSMIT * *k ** * ** * * * *k * *,F**** QIN-CY1-1 *W* C **•• kY� +.* * *k *k **4k* *kk *k**k * **4k *** TRANSMIT Number: R9700531 Amount: 579.25 01/17/97 10:09 Payment Method: CHECK Notation: STRATA INC. Init: SLB Permit No: D96 -0076 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 032304 -9198 Site Address: 10825 EAST MARGINAL WY S Total Fes: 952.84 This Payment 579.2; Total ALL Pmts:. 952.84 Balance: .00 *•* * *****4 * * * *k * * * *k * **.**** * * * *k k * * *k ***** *A * * * * * *4*4 *•.1 *A *k *** k** Account Cade 000/322.100. 000/386.904 Description Amount .BUILDING -- .NONRES 574.75 -STATE BUILDING SURCHARGE 4.50 606 01/21 9617 TOTAL 579.25 RECEIAD OAG R A FEB 0 6 1997 Earth & Environmental 4 February, 1997 City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwlla, WA 98188 Attn. Mr. Duane Griffen Building Official COMMUNriY DEVELOPMENT AGRA Earth & Environmental, Inc. 11335 NE 122nd Way Suite 100 Kirkland, Washington U.S.A. 98034 -6918 Tel (206) 820-4669 Fax (206) 821 -3914 Attached is the one page report that we talked about on Monday February 3, 1997 at 3:30 PM. The building permit has listed for special inspection items welding only. I hope this will be sufficient for your final. This work was done in accordance with the approved plans, UBC Building Code, and AWS D1.1 Welding Code, and is found to be m substantial compliance. Sincerely 4f/�� Tyafn L. Hoel Field Supervisor Engineering & Environmental Services ) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. 206) 431 -3670 Project: v i 0..\._ ` V s Type of inotitf:F� t Address 1 0y .? e. tth Dat called. \\ -JJ Special instructions: /- t/?hI'. Date wanted: (.40/17,-/ CI a.m. Requester: (......t4;44/......., Phone N0.1 N.— O r w 1.Z.-• VApproved per a.pli COMMENTS' es. rections required prior to approval. Inspector: Date: 4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 _(206) 431-3670 /i 30 \ 1 INSPECTION RECORD Retain a copy with permit PERMIT NO. Projec v •J pc, s 1 f inspection: er-isoR kt..e.e...42-• 4:4 4e...4 *r ci., 0‘....t) Address: 10 7D5'- t,' ' kl/IFecV e called: ' - tty Date wanted: u ( a.m. n Special instructions: Requester: Phone No.: Approved per applicablecodeS:-- Corrections required prior to approval. COMMENTS( ) No 'v.. 7740:t"-ter.4144.4_.c,f4.m. 7 -,4. it 0,7t 774 g4L;(,Acl. er-isoR kt..e.e...42-• 4:4 4e...4 *r ci., , .. Inspector.-- ' Date:‘,/v4 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: A4.xre: rm:-- koot:i 11/13/1996 15:33 206 - 828 -4,P NELSON_BOURDAGES TNC PAGE 02 STRUCTURAL CALCULATIONS POR: PCS TELECOMMUNICATIONS FACILITY Pond! Submittal PCS SITE SETA 009.05 NICEWONGER BUILDING 10825 E. MARGINAL WAY. S. TUKWILA, WA 98108 NELSON- BOURDAGES INC., P.S. NB JOB 898111 August 9, 1996 Revised November 11, 1998 For Increased Mast Design Loads Pages 1- 6 fECEIVED O��ISt4N CITY OF TUKWILA NOV 2 11996 PERMIT CENTER NELSON- SOURDAGES. INC.. P.S. Consulting Engineers • 712 Ath Street South, Suite 202 • Kirklancd. WA 98033 • 1206) 827 -3997 lw 0 ar76 FAX 1206) 828.4)50 0 11413/1996 15:33 206 - 828 -4^-0 PELSON_BOURDAGES -'NC W ,E(/,sw PAGE 03 NELSON-BOURDAGES, INC„ P.S. Consulting EnSlneers i12 Sixth Street South, Suite 207 • Kirkland. WA 08039 12001877 -59'95 • FAX 00018211-41150 o r. 7/31 � 11. LI I .M�� Ovetledby s/. Date. Swot No. 1 X011 1‘ 0 0 r Pt Arr Fal/sC.o lobNal" N r GE r,Jom Gei - mi..o4, w i rW Guti D MAT T 110.0 11. 'PLA' • _:No .... Gatrior.:ry 772 Sav@ri_I .Z» _-...: tRotaigg, (if% .R 712. . 11/13/1996 15:33 206- 828 -4PRO • t NELSON_BOURDAGES 'SIC PAGE 84 �; ,Cin1 11 -(I-.1 .K(bT11s fir' Omse of mosoPo ?Wilms/it, ?Wilms/it, m boy Genet 1'12o�4S i p. og k •PS fr OY c✓t a-E C•- iakCC.n r, = 2.1.'5i0 TomuZ = Z, 40' To z,64" /ces�33r) GUY comon.T'larl I Tvu►a.r s 2.,9114 )q 041111 ble- at= 301 • :Ti oa+ti 1 2.40 - _Z,iii,Co.(3i7y') e!i.1.3K 31$ X311 ,4., PL 'w41 eyJsr 4119u TLoN• Pia .rg _TYctt,: !GOO caz■c u e•D E 's o.* NELSON- BOUM:AGES, INC., P.S. Consulting Engineer() 512 Sixth Sheet South, Suitt 202 • Kirkland, WA 90031 (206)6274M • FAX (206) e2e -41190 or r- I W 713/ 1fftlNa 16[[[ LSIII.IN0. Z. a.*.dy► 7/4. Data e / burellifts liwv /Aar 41// leE 'SUPpbQr t IJ 1 •/4 .K(bT11s fir' Omse of mosoPo ?Wilms/it, ?Wilms/it, m boy Genet 1'12o�4S i p. og k •PS fr OY c✓t a-E C•- iakCC.n r, = 2.1.'5i0 TomuZ = Z, 40' To z,64" /ces�33r) GUY comon.T'larl I Tvu►a.r s 2.,9114 )q 041111 ble- at= 301 • :Ti oa+ti 1 2.40 - _Z,iii,Co.(3i7y') e!i.1.3K 31$ X311 ,4., PL 'w41 eyJsr 4119u TLoN• Pia .rg _TYctt,: !GOO caz■c u e•D E 's o.* 11/13/1996 15:33 206 -828 -4850 NELSON_BOADAGESaTNC PAGE 05 (--1 A jfYi1Eb 11 -11 -16 NELSON- NOURDAGES, INC.. P.S. Consulting Engineers 112 Sixth Street South. Suite 202 • Ktrklind. WA 91033 (206) e21 -1995 • FAX (2061 *21.4150 by 7 vii/9 9ii.LI,I Chednd by sip Draw eight 6 3 • Dinerlptt0^ a 7 -' /'IA?r ASAMML A- /! Job lobiqune N /CE1.119/16E et.D4 . 5rEn. l9ME ,t. 4 001-1 THMS %` NEOPRxN H Ao,albs GO whe iey A NA`:es WIL Af5G v 1 GoL.' i ... 221" I 5"6. Meru* ,Stgi r STEAL PIPE i's% ►'wwawo sMrq VosT r. tzsoF Joists N97c;oy scams, PR Plbi :%!..* SST, T,n tooF. j 067 Y r y PE'R. 11/13/1996 15:33 206-828-1P50 • NELSON_BOLRDAGES,'NC PAGE 06 fiG1//SSD NELSON- SOURDAGfs, INC., P.S. Conauith Ensineers 912 Shah Street South, Suite 202 • KIrttlend, WA 91033 12061 1127-10 05 • FAX (2061221.490 Down it a aiedby NS DMNo. r SM y Dalaligkin R k* Or/ 0NS byE 1'O M/rn 7! Job Nam ly //"' g. 54,4 - DES 1 Gr/ CR.1 Tts'R.1�1 $ /4N?ENNA Op LoAO = 2.,15o k►e. AroLnvos wino c-ov s 1. 1Y K/g 4UVt;i y 171-1 , *4" (/) 01) *Mule) / N t 11►L no-to 1,4 )N 601S Td BE' 1 iZ0 4m Mc CP60 &tit htE Wgz7 Fo I4M Sum m wer of Re-rft-now Pow— _ jot E' PI Prk. DOWNLOAD eatir.c 7 76 Per SlOwni. »f 9 s 9 s 0,089 kIPs S u rn,+.,e,' or Reepr..Tradi 4 or suepoQz5 ; TYP'1. L z Cie) 'YU Fr .. • • L vIrr s Z41,5" 1- L_: a EiS (?v s `; V .56 Fr TMoir Z. T = T,toet: Cas631.75 , sr ' 3, /3k. T v4,-)t.r. - r Xs /Nat -- 3, 13kk Sir t3475!) rireer 1, t s'* YPE Z ZivC39)z s 55,1g Fr L v¢v-f d ?J. 5 Fr G4-0 Tom" (. ) ' Z3,VS° 7-0.44---; 2, T, = Ti+o&.i- , 2, «` (4154 3.9sa) 0,9 I Z.,9tK rvowa 1,71'x .54,634s-1. 1.18K 11/13/1996 15:33 206-828-9050 NELSON- BOURDAGES. INC., P.S. Consulting Engineers I 2718th Street South, Sulte 202 • Kirkland, WA 90033 1206) 827.5995 • FAX 1206) 828.4890 NELSON_BOURDAGEEL NC PAGE 87 4.0 I`g„,, , ...r.. • 1 1' s' D.* g111,G Ra Cbodoadby SJ,2 Dole 8%1J'4 s"'tNo. Del*" C►grAK 'womb LiAo" aril FIST. STRvc.TUR6 96/l� Mode rig. Job Name C Aex Or. .L bAsf Lome•RV35 /0M nN aL.J Lwv t Ettemoot rot, -Tureen) s 7e04(bs 7600441,'(/2"), 5,1u") =/`L6 Psi < 65-0 rcs d '.0 c rs yky 7.4✓. fip+F -'33' PL = fe ( Lt. 075rtA 'ors, =39i41/fir tvli.,- 33'x 25r5F.z Etzsa/fr 4.4a„4 14, Zllsiv /ff Vrt,c: !WI (Y4't /155' 1Q: It "5 rp t.4013tw %We". '7 1 t0 /etd 0./r%1_44_?/ /rr ft- 'to Si 5(8 t--g-e /,a) 002.4 ti Col 17,Oo'L'64.44,1 -(9• —.�-- k1(55, M c) • /3)7o7 F?'- AS 11 C-i o/S >b')4 i/51ite1 )41 K3' /16: : Homo c6 -r &.SS* 213.5 1 9 4 . - ' 1 O 1,4 t• = 61y0,3 rtv- ,- 2k /Vi J 2o2.FSt Fv- l./5xlt» ?'4 .[9oPox. I l o) 884xrs NZ a = l.15X .2oo 2764OSS C 'a- TS GO( c.) +r Pr•��t- v(k� it 150 21,9Sk 'TS 4'1W." 419 pc'E ro Row Levi -4- '14, et- Pat_ rt iv pve 7o GvY P "nu- s % of /8,614 (Pt> - 'C3 `l (V)e374 W/ IF 0 sl3` l r�rs ykY d /'J� :�1• M FTC. J/ 26 * 5' 6 S Q 01" BP J & • /74- a■ 60'. r1914.0■40 = `i9 L .0 CABLE LOADS 1M_a - 0 8' • 1.44k • 4.0' • 0.278k 12.25' » 0.853k - 24.5' • R_b • 0 •-•> R_b - 0.089 kips iH•0 1.44k • 0.278k • 0.853k • 0.089k - R_o • 0 •- -> R_a • 2.66 kips Guy angle in vertical plane Through cable Alpha • ARCSIN(24.5 /40.7) - 37.0° Maximum cable lension (assuming all load in one guy cable) T_mox - 2.66k/COS(37.0 °) • 3.33 kips Guy anchor reactions Uplift • 3.33k » SIN(37.0 °) - 2.00 kips Shear - 3.33k « COS(37.0 °) • 2.66 kips USE 5/16'0 E.H.S GUY CABLES Breaking Slrenglh - 11.2 kips, F.S. • 2.97 -- OK MAST LOADS /STRESSES Maximum Download (cable pretension - 1120 pounds) P_max - 2 » SIN(37.0) « 1.12k • 2.00k • 4.43k (dead load) • 7.78 kips Maximum Bending Moment al Guy Ring M_max • I1.44k » 8' • 0.278k » 4.0') • 12 - 152 in -kips For 5 9/16'0 Pipe, A - 4.30 sq. inches. S - 5.45 in ^3 Combined Bending Stress: M/S • P/A (152 in -kips /5.45 in-.3) • (7.78k/4.30 sq. inches) • 29.7 ksi Allowable stress - 36 ksl • 0.66 • 4/3 - 31.7 ksi -• -> OK USE 5 9/16'0 x 0.258 WALL PIPE ANCHOR BOLTS FOR 7/8' A325 BoIIS (Ag - 0.601 in ^2) Iv • .089 kips / (4 « 0.601 in^2) • .04 ksi Fv- 28 ksi >.04 ksi - -OK USE 4 - 7/8' A325 Bolts on a 12' Boll Circle BASE PLATE FOR A 15 1/4' X 7/8' SQUARE PLATE fb • .089 kips /(4•.875 ^2) • ,029 ksl Fb - ((.875'1«(. 875') »(58 )/1.43) «((1.625/.8751- .5)/(.875 «.875) • 55 ksi Fb • 55 ksi > fb - .029 ksi -- OK USE A 15 1/4' x 7/8' SQUARE PLATE (Fy MIN - 36 ksi) GUY CABLE TABS R_a R_b • .0 1.44 KIPS 0.278 KIPS TOTAL GUY LEVEL 4 34.8 PLF 0.853 KIPS TOTAL LOAD DIAGRAM 2.66 kips WORST CASE CABLE GEOMETRY 7/8' HOLE FOR 3/4' PIN FOR A 5/8' SHACKLE WITH A 3/4'0 PIN Vertical Weld stress AB • 2,00 k / (2•.25 «.707•2.5') - 2.26 ksi < 28 ksi -- OK Tensile Stress • 2.66 k / (.375' «2.5') • 2.84 ksi < 28.8 ksi -- OK Along A -B, M - 2.00 k « 2.00' - 4.00 k -in Weld Bending Slress - ((4.00/(2 «(.25'•. 707)•2,5 ^2 /6)).12.66/2.(.25' «.707) »2.5')1 •2 •(2.26 ksi) ^2) ^1 /2 - 14.1 ksi < 28.8 ksi -- OK USE TABS AND WELDS SHOWN TAB DETAIL z 0 co 0 W LI L u1 c m m N 0 m N STRESS ANALYSIS BECHTEL SITE: SR599, WA 3575 25TH STREET S.E. ' SALEM. OR 97302 1503)363 -9267 TWX 510- 599 -0107 1r (11 11�K\IVVI JAN 15 \l ..."717.);;1;1:71;7;5-1;5:171;----- 17pl;1:7 r',UI^In RECEIVED CITY OF TUKWILA Nov 2 1 1996 PERMIT CENTER 0 m m rn to 0 z Dcib-c0'710 r DESIGN CRITERIA ANTENNAS WIND: 80 MPH ICE: 1/2' Radial ROOF MOUNTING BY OTHERS Load Cases: 1) 100% wind wilh no ice. 2) 75% wind with 1/2' ice. Load Case 2 controls mast loading. MAST SIIE MAST ELEV. 11 MAST DEAD LOAD lbs. /II MAST WIND LOAD lbs. /II LOAD AGL IKPS) OOPS) PIPE 5 9/16' 00 x 258w 1.44 49.4 34.8 27.5' AGL ROTATABLE CELL MOUNT 0 57' A.G.L WITH 12 EA. 60' x 6' PANELS GPS Antenna 0 62' A.G.L rn -0' '0 ELEVATION SUMMARY OF REACTIONS 0 POLE BASE Maximum Download 0 base - 7.62 kips Shear 0 base • 0.089 kips SUMMARY OF REACTIONS 0 GUY SUPPORTS Maximum Uplift - 2.00 kips Maximum Shear • 2.66 kips O z 0 CO Ul W LA m m O m N TOWER MODEL: CUSTOM 32' -6' GUYED MAST STRESS ANALYSIS BECHTEL SITE: SR599, WA �I OPROFIJggF 3575 25TH STREET S.E. SALEM.OR 97302 1503)363 -9267 TWX 510- 599 -0107 mama jai= STRUCTURAL STEEL: ASTM A36 a A53 GR.B ERECTION BOLTS: ASTM A325X & SAE GR.5 ANCHOR BOLTS: ASTM A325X STEEL: AISC 9TH EDITION GUY STRAND: ASTM A475 (EHS) INDUSTRY: 1994 UBC OTHER: EXP 'C', 1 • 1.00 ANT. ANT. DEAD WIND LOAD LOAD IKPS) OOPS) 2.80 1.44 GUYED 4 PLACES 5/16'0 E.H.S. GUY STRAND NOTES: 1) Mac) wired 3. dead loads include effec)s of pipe mast and waveguides. 2) All allowable stresses increased by 1/3 per 1991 UBC, seclion 2303(d). 31 Initial tension in guys to be 1120 pounds. 4) Worst case guy angle used for design. RECEIVED CITY OF TUKWILA NOV 2 11996 PERMMT CENTER tq(0oQ7(, • WINO: 90 MPH ICE: 1/2' Radial ROOF MOUNTING BY OTHERS Load Cases: 1) 100% wind with no ice. 2) 75% wind with 1/2' ice. Load Case 2 controls mast loading. MAST SIZE MAST ELEV. ft MAST DEAD LOAD • Ibs. /f t MAST WIND LOAD lbs. /ft LOAD 60' AGL (KIPS) (KIPS/ PIPE 5 9/16' OD x .258w 27.5' AGL 49.4 34.8 STRUCTURAL STEEL: ASTM A36 & A53 GR.) ROTATABLE CELL MOUNT 0 57' A.G.L ERECTION BOLTS: ASTM A325X & SAE GR.5 WITH 12 EA. 60' x 6' PANELS ANCHOR BOLTS: ASTM A325X STEEL: AISC 9TH EDITION GUY STRAND: ASTM A475 (EMS) INDUSTRY: 1994 UBC OTHER: EXP 'C', I • 1.00 GPS Antenna 0 62' A.G.L P1 • v N 12' - 0 ELEVATION SUMMARY OF REACTIONS 0 POLE BASE Maximum Download 0 base - 7.62 kips Shear 0 base - 0.089 kips SUMMARY OF REACTIONS 0 GUY SUPPORTS Maximum Uplift - 2.00 kips Maximum Shear - 2.66 kips TOWER MODEL: CUSTOM 32' -6' GUYED MAST 7T—{ .O .i l ANT. ANT. DEAD WIND LOAD LOAD (KIPS) (KIPS/ 2.80 _ 1.44 GUYED 4 PLACES 5/16'0 E.H.S. GUY STRAND 0 c0i z 0 Ia u, w u1 u) m rn 0 m STRESS ANALYSIS BECHTEL SITE: SR599, WA I�IUG�aoAi 3575 25TH STREET S.E. SALEM.OR 97302 (503)363 -9267 TWX 510 -599 -0107 NOTES: 1) Masi wind & dead loads include effects of pipe most and waveguides. 2) All allowable stresses increased by 1/3 per 1991 UBC, section 2303(d). 3) Initial tension in guys to be 1120 pounds, 4) Worst case guy angle used for design. RECEIVED CITY OF TUKWILA NOV 2 1 1996 PERMIT CENTER re of wits$ /, r 01029, 17 CS [EXPIRU:S 11.. •v 0 0 z 0 -T m D m cit 0 z V) 1*v *'°.>m. ;Fi tr i,.•;7 7.,:t": " # `,i.. r b3110!: , • • DESIGN CRITERIA WIND: 80 MPH ICE: 1/2' Radial ROOF MOUNTING BY OTHERS Load Cases: 1) 100% wind with no ice. 2) 75% wind with 1/2' ice. Load Case 2 controls most loading. MAST SIZE MAST ELEV. ft MAST DEAD LOAD lbs. /f I MAST WIND LOAD lbs. /f l LOAD 60' AGL IKIP5) OOPS) PIPE 5 9/16' OD x .258w • 27.5' AGL 49.4 34.8 ANTENNAS ROTATABLE CELL MOUNT A 57' A.G.L WITH 12 EA. 60' x 6' PANELS GPS Antenna 0 62' A.G.L 12' -0' 'o Z4 N ELEVATION SUMMARY OF REACTIONS ® POLE BASE Maximum Download 0 base - 7.62 kips Shear 0 base ■ 0.089 kips SUMMARY OF REACTIONS ® GUY SUPPORTS Maximum Uplift - 2.00 kips Maximum Shear - 2.66 kips TOWER MODEL: CUSTOM 32' -6' GUYED MAST MATERIALS & CODES STRUCTURAL STEEL: ASTM A36 & A53 GR.B ERECTION BOLTS: ASTM A325X & SAE GR.5 ANCHOR BOLTS: ASTM A325X STEEL: AISC 9TH EDITION GUY STRAND: ASTM A475 (EHS) INDUSTRY: 1994 UBC OTHER: EXP 'C', I - 1.00 ANT. ANT. DEAD WIND LOAD LOAD IKIP5) OOPS) 2.80 _ 1.44 GUYED 4 PLACES 5/16'0 E.H.S. GUY STRAND NOTES: '1) Masi wind & dead loads include effects of pipe mast and waveguides. 2) All allowable stresses increased by 1/3 per 1991 UBC, section 2303(d). 3) Initial tension in guys to be 1120 pounds. 4) Worst case guy angle used for design. vovvto ,� RECEIVED CITY OF TUKWILA NOV 2 1 1996 pEFMArT CENTER CABLE LOADS !M_a•0 8'» 1. 44k+ 4. 0'» 0 .278k- 12,25' »0.853k- 24.5'•R_b ■0 -■•> R_b • 0.089 kips DI •0 1,44k • 0.278k • 0.853k • 0,089k - R_a • 0 •••> R_a • 2.66 kips Guy angle in vertical plane through cable Alpha • ARCSIN(24.5 /40.7) - 37.0° Maximum cable tension (assuming all load in one guy cable) T_max - 2.66k/COS(37.0 °) - 3.33 kips Guy anchor reactions UplifI - 3.33k » SIN(37.0 °) - 2.00 kips Shear - 3.33k • COS(37.0 °) - 2.66 kips USE 5/16'0 E.H.S GUY CABLES Breaking Strength • 11.2 kips, F.S. - 2.97 -- OK MAST LOADS /STRESSES Maximum Download (cable pretension - 1120 pounds) P_max • 2 » SIN(37.0) » 1.12k • 2.00k • 4.43k (dead load) • 7.78 kips Maximum Bending Moment at Guy Ring M_max • (1.44k » 8' + 0.278k » 4.0') « 12 - 152 in -kips For 5 9/16'0 Pipe, A - 4.30 sq. inches, S - 5.45 in ^3 Combined Bending Stress: M/S • P/A (152 in- kips /5.45 in^3) • (7.78k/4.30 sq. inches) - 29.7 ksi Allowable stress - 36 ksi * 0.66 * 4/3 - 31,7 ksi - - -> OK USE 5 9/16 '0 x 0.258 WALL PIPE ANCHOR BOLTS FOR 7/8' A325 BoltS (Ag - 0.601 in ^2) fv - .089 kips / (4 * 0.601 in ^2) ■ .04 ksi Fv • 28 ksi > .04 ksi -- OK USE 4 - 7/8" A325 Bolts on a 12" Bolt Circle BASE PLATE FOR A 15 1/4' X 7/8' SQUARE PLATE fb - .089 kips /(4 ».875 ^2) • .029 ksi Fb • ((. 8751«(. 8751«(58) /1.43) 41.625/.875)- .5)/(.875 «.875) • 55 ksi Fb • 55 ksi > fb - .029 ksi -- OK USE A 15 1/4" x 7/8" SQUARE PLATE (Fy MIN a 36 ksi) GUY CABLE TABS R_a R_b 1.44 KIPS 0.278 KIPS TOTAL GUY LEVEL N 34.8 PLF 0.853 KIPS TOTAL LOAD DIAGRAM 2.66 kips WORST CASE CABLE GEOMETRY 2.66 k 7/8' HOLE FOR 3/4' PIN FOR A 5/8' SHACKLE WITH A 3/4'0 PIN Vertical Weld stress AB - 2.00 k / (2 ».25 «.707 »2.5') - 2.26 ksi < 28 ksi -- OK Tensile Stress • 2.66 k / (.375' «2.5') 2.84 ksi < 28.8 ksi -- OK Along A -B; M - 2.00 k * 2.00' - 4.00 k -in Weld Bending Stress - ((4.00/(2 «(.25'«, 707)«2.5 ^2 /6)) +(2.66/2 »(.25' «.707) «2.51) ^2 +(2.26 ksi) ^2) ^1 /2 - 14.1 ksi < 28.8 ksi -- OK USE TABS AND WELDS SHOWN TAB DETAIL STRESS ANALYSIS BECHTEL SITE: SR599, WA ROFL 3575 25TH STREET S.E. SALEM. OR 97302 (503)363 -9267 TWX 510- 599 -0107 BY SUJ CK LJ DA E CT96 S.O. 39172 U\N (ft 1\.\‘\\NI3 pNP1 Aksk 9" r11P1r RECEIVED CITY OF TUKWILA NOV 2 1 1996 PERMIT CENTER m 0 -4 l 0 :.,.< :.,r es,° n yr •rra,; � tt �'-; ... �.i.� �'.,�:�..,..�: 5"r! _. .F:.'.� e ;��',ii`^,.'�.. ,•.x, .m�a:'�:�'"`. .;'.'f� "N:`:•t•y.. „ •K., �Nr�a�+i,t^�1!YM!Yt1N8?*„� yR &rYh p,swe� CABLE LOADS /M_a - 0 8' * 1.44k • 4.0' * 0.278k - 12.25' * 0.853k - 24.5' * R_b • 0 •••> R_b - 0.089 kips IH•0 1.44k • 0.278k • 0.853k • 0.089k - R_o - 0 •- •> R_a - 2.66 kips Guy angle in vertical plane through cable Alpha - ARCSIN(24.5 /40.7) - 37.0° Maximum cable tension (assuming all load in one guy cable) T_max • 2.66k/COS(37.0 °) - 3.33 kips Guy anchor reactions Uplift - 3.33k * SIN(37.0 °) - 2.00 kips Shear - 3.33k * COS(37.0 °) - 2.66 kips USE 5/16 "0 E.H.S GUY CABLES Breaking Strength • 11.2 kips, F.S. - 2.97 -- OK MAST LOADS /STRESSES Maximum Download (cable pretension - 1120 pounds) P_max • 2 * SIN(37.0) * 1.12k + 2.00k • 4.43k (dead load) ■ 7.78 kips Maximum Bending Moment at Guy Ring M_max - (1.44k * 8' + 0.278k * 4.0') * 12 - 152 in -kips For 5 9/16'0 Pipe, A - 4.30 sq. inches, S - 5.45 in ^3 Combined Bending Stress: M/S • P/A (152 in- kips /5.45 in ^3) • (7.78k/4.30 sq. inches) • 29.7 ksi Allowable stress - 36 ksi * 0.66 * 4/3 - 31.7 ksi -• -> OK USE 5 9/16 "0 x 0.258 WALL PIPE ANCHOR BOLTS FOR 7/8" A325 BoltS (Ag • 0.601 in ^2) fv • .089 kips / (4 * 0.601 in ^2) ■ .04 ksi Fv - 28 ksi > .04 ksi -- OK USE 4 - 7/8" A325 Bolts on 12" Bolt Circle BASE PLATE FOR A 15 1/4' X 7/8' SQUARE PLATE fb - .089 kips /(4 *.875 ^2) • .029 ksi Fb • ((.8751*(. 8751*(58) /1.43) *((1.625/.875) - .5)/(.875 *.875) • 55 ksi Fb - 55 ksi > fb - .029 ksi -- OK USE A 15 1/4" x 7/8" SQUARE PLATE (Fy MIN = 36 ksi) GUY CABLE TABS R_a R_b- 1,44 KIPS 0.278 KIPS TOTAL GUY LEVEL 34.8 PLF 0.853 KIPS TOTAL LOAD DIAGRAM 2.66 kips • WORST CASE CABLE GEOMETRY ^OG 2.66 k 7/8' HOLE FOR 3/4' PIN FOR A 5/8' SHACKLE WITH A 3/4'0 PIN Vertical Weld stress AB - 2.00 k / (2 *.25 *.707 *2.5') - 2.26 ksi < 28 ksi -- OK Tensile Stress - 2.66 k / (.375" *2.5') - 2.84 ksi < 28.8 ksi -- OK Along A-ft M ■ 2.00 k * 2.00' - 4.00 k -in Weld Bending Stress - ((4.00/(2 *(.25'*. 707) *2.5 ^2 /6)) +(2.66/2 *(.25' *.707) *2.51) ^2 +(2.26 ksi) ^2) ^1 /2 - 14.1 ksi < 28.8 ksi -- OK USE TABS AND WELDS SHOWN TAB DETAIL 0 v, _• • JAN 10 '97 05 :23PM TUKWILA DCD /PW x• CiTV OFtrUKWILA Department of Community Development Building Division- PPrmlt Center 6300 Southoenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 P. 2 REVISION SUBMITTAL DATE: , / / /3 !% ' PROJECT NAME: PROJECT ADDRESS: CONTACT PERSON: PLAN CHECK/PERMIT NUMBER: 117°I - tx' 1 GOA- REVISION SUMMARY: �n 144e,41 -Z/i 4,•r I PHONE:,. 2814 <0 VGt2D t),047 7 RECEIVED it 0 UIHT SHEET NUMBER(S) "Cloud" or highlight all area of revisions and date revisions. SUBMITTED TO: a� �% �--• � to REC6W n M ,na7 ,rrrrt rr�Ti• -.- COMMUNITY r ( ;I 1 Y O`.-f ONl Y 3/19/9e ?ki. :ttif :•Cv' =;t�. 41:a'. :lIA. " alttr6io.d.';:41:7Zif 97, ^, T'Y}N tK S.ts:^.:<4.;o -Nd".v .Y',rI w•wrtt'xACtMato City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director December 10, 1996 Mr. John Moran Ruhl -Parr & Associates 3625 - 132nd Avenue Southeast, Suite #100 Bellevue, Washington 98006 Dear Mr. Moran: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D96 -0076 PCS Telecommunications Facility 10825 East Marginal Way S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Planning Division. At this time the Fire Department, Public Works Department and the Building Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, Kelcie J. Peterson Permit Coordinator Enclosures File: D96 -0076 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ,• • • , , ; • • • • 1. 1 . • • ,,, • + :•; " • . • PLANNING DIVISION COMMENTS DATE: December 9, 1996 PROJECT NAME: PCS Telecommunications Facility - Nicewonger Building PROJECT NO: D96-0076 Plan Reviewer: Michael Jenkins (206) 433-7142 1. The plans as submitted for the PCS Facility at 10825 E. Marginal Way S. cannot be approved until after the Planning Commission conducts a hearing on the Conditional Use Permit application on this project and the 14 day appeal period has passed, following the issuance of a Notice of Decision from the Planning Department. The hearing on this matter is scheduled for December 11, 1996. A E PT 0» THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND DESCRIBED AS FOLLOWS: THE NORTH 90 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, • WASHINGTON, AND OF GOVERNMENT LOT 10, IN SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 3; THENCE NORTH 60 FEET; THENCE SOUTH 88 °51'20" EAST 530.46 FEET TO THE WESTERLY LINE OF EAST MARGINAL WAY; THENCE NORTH 17 °20'00" WEST ALONG SAID WESTERLY LINE 931.36 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID WESTERLY LINE NORTH 17 °20'00" WEST 161.02 FEET TO THE SOUTHERLY LINE OF TRACT DEEDED TO CESARE TRAVERSO BY DEED O RECORDED UNDER RECORDING NUMBER 2676396; THENCE ALONG SAID SOUTH LINE SOUTH 84 °43'30" WEST 219.51 FEET TO THE EAST LINE OF STATE ROAD NO. 1; THENCE ALONG SAID EAST LINE SOUTH 18 °17'00" WEST 289.18 FEET; RECEIVED THENCE SOUTH 71 °02'30" EAST 156.41 FEET; CITY OF TUKWIIA THENCE NORTH 86 °14'30" EAST 107.81 FEET; NOV 2 11996 THENCE NORTH 10 °20'30" EAST 169.51 FEET; PERMIT CENTER THENCE NORTH 76 °09'30" EAST 74.29 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 12 FEET THEREOF CONVEYED TO KING COUNT BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 88042120368. . . ... _ DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A V45,:•111.41 * • 3 ' IfLur EgigalrgValliteIgMIENarrArp,117".'fffitiTsCS Zoti s.4), ;,..1 • itr; • t "' 44.1A:34 • A•.; - x • • z„.- I. Vei ••• **4 STATE OF WASHINGTON • ... _ . ..... F825.052.000 (3.9:' J ' ;o 4 (1) STORY WAREHOUSE 1) STOR ONMERC1 SOUTH BOER ACCESS ROAD (1) STORY CONME6c1 • r - *STORY $ NEW SEWAGE STATION ••,,..y -•K `3 (;( S jCT10N 4 ,1 9TE '1) STORY . �.� ,. •� •'ti it - 1) STOW • MEWp A• '� \ 1) STOE • COMrwQt • AL r f 1) STOR ;4 r MERCI - : '•� • ' -4— . • (1) • 1. •\ 1) STORY .11 1:+t AL (1) STORY WAREHOUSE 1) STOW OMMERCI C1) NORTH (7\ VICINITY INFORMATION PLAN /\ OWNER: APPLICANT: PAUL 14CEVIONGER SPRINT SPECTRUM 10825 E. MARG@1AL WAY S. 11000 NE 33RD PLACE PJKMLA, WA 98168 SUITE 200 (206) 763 -8880 BELLEVUE, WA 98004 CONTACT: CONTACT: 70NNG APOU AT4Ogi BUILDING PERMIT APPLICATION ZONING /PERMIT PCS Telecommunications Facility SETA - 009 -05 SR599 NICEWONGER BLDG. 10825 E. MARGINAL WAY S., TUKWILA, WA 98168 DBMS SCHOLL JIM ANDERSON WI RUHL -PARR & ASSOCIATES - 4040 LACE WASHINGTON BLVD. NE 3625 132ND AVENUE SE SUITE 110 SUITE 100 KIRKLAND. WA 98033 BELLEVUE, WA 98006 -1399 (205) 739 -9000 (206) 644 -4000 EAST 5Y4 WOOD ,r---_____ 71' -0" TO BE REMOMD SITE ADDRESS: NNWDNGER BUILDING 10825 E. MARGINAL WAY S. TUKWILA, WA 98168 PROJECT DESCRIPTION: INSTALLATION OF AN UNMANNED MIRELESS COMMUNICATION FACILITY LOCATED ON THE ROOF CF THE BUILDING; CONSISTING OF PLATFORM MOUNTED RADIO EQUIPMENT AND (3) TOWER MOUNTED ANTENNA SECTORS WITH (4) PANEL ANTENNAS AT EACH SECTOR AND ONE GLOBAL P00110N190 ANTENNA. PROJECT INFO: CONSTRUCTION TYPE: SN NO. OF ST: (1) TO. OF CEL NO. 03 ONE TAX PARCEL NO.: 032304-9198 BUILDING CODE UNIFORM BUILDING CODE JURISDICTION: TUKWILA ZONING: ABC -H/HI _ , . FrsST- eNLBOARU s 84a3' 3Q• w -- J 4 0 0 y $• , Q T IKT� •'s ` E3 -. 0 V ___. m - f '� �. �,[) (] o .._- `` 3 - A *',1♦ a s 1 4.- . ____ PARKING N'`+ g `mob- >e 0 I ,J -49-STORY N 4 . - - INDUSTRIAL -_P- o ❑ , 0 STORAGE) — - iiiri, 4. eFFICE/ — PARKS ® C.L. GATE & FENCE 0 �� 1 N AARRAYYSS ON c .. • 2o- TAO KMLAe �cAPM� GUYED MAST, 5 44.43'3°' w 273.00• ` �• -• �•• ` ® • v i - , NORTH SITE PLAN ^ ,"` LEGAL DESCRIPTION: THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE COUNTY OF KING. STATE OF WASHINGTON. AND DESCRIBED AS FOLLOWS: THE NORTH 90 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. AND OF GOVERNMENT LOT 10, IN SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 3: THENCE NORTH 60 FEET; THENCE SOUTH 88.51'20- EAST 530.46 FEET TO THE WESTERLY LINE OF EAST MARGINAL WAY; THENCE NORTH 1720'00" WEST ALONG SAID WESTERLY LINE 931.36 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID WESTERLY LINE NORTH 1720'00" WEST 161.02 FEET TO THE SOUTHERLY UNE OF TRACT DEEDED TO CESARE TRAVERSO BY DEED RECORDED UNDER RECORDING NUMBER 2676396; THENCE ALONG SAID SOUTH UNE SOUTH 84'43'30" WEST 219.51 FEET TO THE EAST UNE OF STATE ROAD NO. 1; THENCE ALONG SAID EAST UNE SOUTH 18'17'00" WEST 289.18 FEET; THENCE SOUTH 71'02'30' EAST 156.41 FEET; THENCE NORTH 8614'30" 8,03 107.81 FEET; THENCE NORTH 1020.30" EAST 169.51 FEET: THENCE NORTH 76'09'30" EAST 7429 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT TIE EAST 12 FEET THEREOF CONVEYED TO KING COUNT BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 88042120368. 11/15/96 PERMIT SUBMITTAL FINAL -. 8)12,88 ZONING SUBMITTAL 8/14/06 STRUCTURAL REASIONS - 8/13/98 ZONING. REVISIONS 7/28/98 SUBMITTAL PERMIT SUBMITTAL 7/19/58 ZONING REVISION 8/18/46 PERMIT SET 8/17/96 ZONING REVISIONS 7/19/96 ZONING 6/3/56 ZONING RENSIONS 5/24)56 ZONING SET REV DANE DESCRIPTION WINGER JM QT] t . 30• -0- `TJ 1- - 150' / / 11RAW sr JLA DP l; DAS/23/96'``' GENERAL NOTES T. ADA COMPLIANCE FALTUTT IS NOT STAFFED AND NOT NORMALLY OCCUPED. 2. NO PAROND SPACES REQUIRED. 3 ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH A11..APRNICABLE CODES AND ORDINANCES. 4. FIELD VERIFY 88 OIeEH90NS PRIOR TO OROERNG AND WOWING CONSTRUCTION. 5. FOR SPECIFICATIONS SEE ACCOMPANYING DOCUMENT "TECHNICAL SPECiTCATIONY 4 ANTENNA ROUTING IS SCHEMATIC. CONTRACTOR TO DETERMINE SIMPLEST ROUTING 7. ALL ANTENNA PIPE MASTS AND HARDWARE SHALL BE GALVANIZED. 8. PAINT ANTENNAS, PPE MASTS. EXPOSED CABLES. AND HARDWARE WITH AN APPROVED PANT COLOR. 9. SUPPORT STRUCTURE, MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED FOR EACH INSTALLATION SITE IN COMPLIANCE MATH 1994 UBC AND ALL LOCALLY APPLICABLE CODES, WHICHEVER IS MOST RESTRICTIVE. 10. AT STEEL FRAMES REMOVE ALL BURRS AND BREAK All. AT S1Ef1 SHARP EDGES. 11; PRIOR TO PLACING ANY AND ALL FREE- STANXNG EQUIPMENT. CABLE TRAYS, CABLE SUPPORTS, LTC. ON THE ROOF. REMOVE DOSING ROOF BALLAST AS NEEDED AND REQ. DO NOT PENETRATE COSTING ROOFING MATERIAL SPREAD NEW BALLAST TO- MATCH COSTING AFTER INSTALLATION. ROOFING. _DIM ED, 188 MANUFACTURER'S IN WARRANTY. . A MANNER AS TO o - - a376.0 APPROVALS SIGNATURES OF INVOLVED PARTIES INDICATE THAT THEY HAVE RENEWED THE ACCOMPANYING DOCUMENTS AND HAVE APPROVED THEM. CHANGES INITIATED AFTER APPROVALS HAVE BEEN GIVEN MAY RESULT IN ADDITIONAL DESIGN AND OR CONSTRUCTION COSTS. DATE: DRAWING INDEX T TITLE SHEET, SITE PLAN, VICINITY INFO., PROJ. SUMMARY, & NOTES Al EQUIPMENT PLAN, STRUCTURAL PLAN A2 ELEVATIONS A3 DETAILS A4 DETAILS El POWER & ANTENNA SCHEMATIC E2 POWER &COMMUNICATIONS PLAN E3 GROUNDING PLAN E4 DETAILS a, �1 (AI) (.a 7 4 L / CWIW BY JM DATE THESE DRAWS AS N STOPIE Wa CP SEANCE ABE THE PROPERTY O1 ROW.-PARR a A560UArm nc �.y,��y.` A,,,,���y,� J®YO1-POWT a AssodatS* AEChltects Planners A #A.wb- s.*.Cap■a8on. . BBANN MA Pero 1710 4( ) a4 -4000 DATE: 21 \ APCH 7ERE0 (A.0001 WASHI5000 TI SPRINT SPECTRUM DATE: PROPERTY CONTACT - L ♦ tp �$ s 1y A. 'tY- � ,y, s '8 - - $ Q BOEING ® ACCESS RD S 1151H ST - � '�-CITY ` N�\ VICINITY MAP FILE COPY - , . n„orstand that the Plan Check apPr ^'` ' .1 rorsandomisS:onsandaPp _ .'`cttoe [authorize the v:otation of a' no t of con - _ rs �Oes nce. Recelp oved p Ira PorscoPYcf appdina IansacknovYled9ed- ' ;gal LA fP3 BY ��'7 I J• �% `r / Oate ' ( Permit i\o. - q P P R oK'� D SEPARATE P REQUIRED FoT� AN 5't995 ECHANICAL ELCcTR1Ctt at 1' :IvEDGDMS‘°'' �- 311'8 iNG OF UKWILA L_ , alvLS7oN NoV 2 11996 PERMIT CENTER r .APR /NT SPECT,77ONS 11000 SEATTLE NE ENGINEERING PLACE C & OSUITE 00 BELLEVUE, WASHINGTON 98004 �� (206) 602 -2310 ■� ZONING /PERMIT - SETA- 009 -05 SR599 NICEWONCER BLDG. 10825 E. MARGINAL WAY S. TUKWILA, WA 98168 pfARn6 111IE COVER SHE ET SITE PLAN 9 12,24 18 NOV 1996 aRA'i/la AO b 86 -954 DATE dOV"'� 8 1996 N.T.S. 1e -Q• 82' -0- HORIZ = 2.66 X T VERT = :.65 T =313K i a = 31 74• T €V NM:VOLE ABOVE TS COL TOP OF POLE El = 60' ABOVE GROUND ELEV. DET EXIST. 5 I/8 x 25 1/2 EXIST. 7. EXIST. 26' TJl JOISTS EXIST. 5 1/8 x 28 I/O ' 5 1/8 x 25 1/2 P= 7.78K v = 009 K \-4 OUT WIRES 1,, 0 DNS GUT CABLES EXIST 6' CONC TILTUP WALL ^ EXIST TJL OPEI WEB JOISTS T HOW =2.666 T VERT =U8K T = 2.91 K 1a = 23,95' 17\ \ STRUCTURAL ROOF PLAN t?cii3 DET NOTE. CONTRACTOR TO SUBMIT TO ENGINEER OF RECORD NAST DWGS 5 CALCULATIONS STAMPED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON NORTH SEE DTL FOR NEW PPC do SUPPORT FRAME SEE D1L FOR NEW 8'1. CHAIN UNK FENCE 'N/ PVC SLATS TO MATCH BLDG. SEE 25. FOR SEE DTI. FOR CABLE TRAY 0 BLDG. 82•-0' (2) NEW ANTENNAS (OUTBOARD) MOUNTED TO METAL ANGLES 6 "060• MAX. 22E AZIMUTH = 0' (2) FUTURE ANTENNAS (INBOARD) SEE DTI.. FOR STEEL SUPPORT FRAME ON CONC. PAD BTS EQUIPMENT 110' -0' <0> SEE DTL FOR WUVEN WIRE GATE EXIST. 4• HIGH WOOD FENCE JJJ NEW CONDUIT RUN ON 4X4 CABLE SKIDS GUYED MAST BY OTHERS SEE DTL FOR ROOF TRAFFIC PADS ❑ (2) NEW ANTENNAS (OUTBOARD) MOUNTED TO METAL ANGLES 6•x60• MAX. 22E uUTH w 240' (2) FUTURE ANTENNAS (INBOARD) \ (2) NEW MOUNTED TO TAL ANGLES 6'060' MAX. 9 AZIMUTH = 120' (2) FUTURE ANTENN (INBOARD) NAS OUTBOARD SEE DTL FOR 8ASE CONDITION (1 EQUIPMENT PLAN NOORTTH SEE DTL. FOR NEW GPS ANTENNA SEE DTC FOR GUYED MAST 8/ TOP MOUNT ANTENNA.. SIZE AS REQ'D. FOR ANTENNA SPREAD eP0 kph \ 5 ss6 ;.. "Gp,V \StflN EUt1 -� \N RECEIVED CITY OF TUKWILA n v 2 11996 PERMIT CENTER r cro as V♦ 11/15/96 9/12/96 PERMIT SUBMITTAL FINAL ZONING SUBMITTAL 8/14/96 8/13/96 STRUCTURAL PENSIONS ZONING REVISIONS 7/26/98 7/19/96 6/18/96 PERMIT SUBMITTAL ZONING RE9SION PERMIT SET 6/17/96 ZONING REVISIONS 6/10/96 ZONING REVISIONS 6/7/96 ZONING PENSIONS REV 5/24/96 DATE ZONING SET DESCRIPTION PROECT MANAGER JM AROR1E21/ ENGINEER DRAW BY JLA DP 5/23/96 CHEMED BY JM DA1E HERE DRAW= AS NS1R11N ENTS Cr SPACE ARE RE PROPERTY OF RUE —PAWL 8 A3503A1E5, NG Ruhl-Parr &Associates Architects Planners A P=9964 SNMM Capone. 3!2613.1 Aw. SE 94. 100 eWRa., rA Yeme -13. (2m) 94F40X3 .ECISTEERLD ARCHITECT NGTON SPR /NT SPECTRUM SEATTLE ENGINEERING & OPERATIONS 01000 NE 33RD PLACE - SUITE 200 BELLEI4/E, WASHINGTON 98004 (206) 602 -2310 ZONING /PERMIT SETA- 009 -05 SR599 NICEWONGER BLDG. 10825 E. MARGINAL WAY S. SEATTLE, WA 98168 MARINO 1111E EQUIPMENT PLAN STRUCTURAL PLAN 954A1 08:30 20 Nov 1996 DRAWING NO Al JOB NWBER 96 -954 PRINT DATE t,Oti 2 0 1996 U CPS Ni1iNNA (2 NEr wean WOWS TO • YA Wit OSIGLES (2) FUTURE WOAD ANTENNAS 1 t� IDOSL ECUP. C910/1 Mt FENCE INS EOLAPMETNT STEEL FRAME PLAWORM �1 NORTH ELEVATION At 1/81' F CPS AH1ENNA (aL I C(N� TO & T ANTENNAS Int60^0'MA1L S2EARATIgi CPS ANTI NA J-(2) NEW OUTBOARD ANTENNAS MG 11ED TO SEIM. MOLES 0 4, -0" NNL SEPARATION 6'X80^ MAX SIZE (2) FUTURE 80OARD ANTENNAS GUYED MAST BY OTHERS ! li CABLE TRAY CHAIN 1188 FENCE BT5 EOU8'MENT STEEL FRAME PLATFORM ZONING /PERMIT %21 WEST ELEVATION AZ 1/S" = 1. -0" GPS ANTENNA (2) NEW OUTBOARD ANTENNAS MOUNTER TO METAL ANGLES 0 4' -0 MM. SEPARATION 6 "060" MAX SIZE 11/15/96 9/02/96 8/14/96 6/13/96 REV 7/26/96 7/19/96 6/16/96 PRMECT 5/24/96 DATE P Ivo O Q 1- w YI 4 J r4 ..I Z m ( . at cc w 2 Ow 3 I w N V ® ` Z r' PERMIT SUBMITTAL 0NAL ZONING SUBMITTAL STRUCTURAL REVISIONS ZONING REVISIONS PERMIT SU866TTAL ZONING REVISION PERMIT SET ZONING REVISIONS ZONING REVISIONS ZONING REVISIONS 208640 SET DESCRIPTION JM A6CNECT/ 06Aw1 81' JLA DP 5/23Y96,. (2) FUTURE INBOARD ANTENNAS (2) 051URE INBOARD ANTENNAS DECKED BY JM 6ESE C=1:03 M Ain. 91Cf © NE 6E PROPLpIY BF;. RUE -PNU ! AS8LVAIFS, NC. Architects Planners A ha188110r8 94844 26 172. km SE Mb 100 MM. EA 680001399 (208) 844-4006 GUYED MAST BY OTHERS GATE CHAIN LNNN FENCE B1S EQUIPLEAT dN STEEL FRAME PLATFORM r SOUTH ELEVATION 1/6^ _ T' -p• \ \ SPR /NT SPECTRUM SEATTLE ENGINEERING & OPERATIONS 11000 NE 33RD PLACE - SUITE 200 BELLEVUE, WASHINGTON 98004 (206) 602 -2310 ZONING /PERMIT SETA - 009 -05 SR599 NICEWONGER BLDG. 10825 E. MARGINAL WAY S. SEATTLE, WA 98168 NOM 116E I 'OR MONO, %41 EAST ELEVATION Al I 1/8" = V-0" ROF000 CITY OF TUMMLA NOV 2 1 1996 PERMIT CENTER ELEVATIONS 95452 - RUT p WEL t. ROOF WALWAYS/ (PARAPET MOUNTED i ANTENNAS) STANDARD STRUCTURAL 5ffi NOTES: L 5TFBABO Ce E AN EEDI . BA i S ZONING /PERMIT PCS Telecommunications Facility SETA - 009 -05 SR599 NICEWONGER BLDG. 10825 E. MARGINAL WAY S., SEATTLE, WA 98168 1. ALL CONCRETE YORK SMALL 8E RI ACCORDANCE WITH THE AG 301-89, AO 318 -95 AAA T!£ SPECIFICATION CAST -N; -PLACE CONCRETE. 2 NJ. COHCRE it SHALL HAiEt A MANALIM ONe-RESSW S MKTEI iO 3000 PSI AT 28 DAYS MESS NO1r"T), OTHERWISE 3. REINFORCING STEEL SHAM CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FASR1C SHALL CONFORM TO AS1M A 18$ YIELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPL,LES CLASS "8• AND ALL HOOKS SHALL BE STANDARD U.N.O. 4. THE FOLLOW NG MINIMUM CONCRETE COYER SHALL BE FRONDED FOR REWFORpNG STEEL UNLESS SHOWN OTHERW,SE �3 ORANNGS: CONCRETE CASs AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: .5 AND LAGER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AMIDST THE GROUND: SLAB MID WALL 3/4 IN. TRAFFIC PADS SHALL BE 'DEK -TOP" AS MANUFACTURED BY ASPHALT PRODUCT CIL CORP..LCNG BEACH CA do SHALL BE COLD APP Iw/ PLASTIC ROOF CEMENT OR EQUAL BONING MATERIAL WRITTEN INSTRUCTIONS SHALL 8E LOCATED TO PROVIDE IENANCE AC 55 TO ROOF TOP ANTENNAS AND PRO EOLpPAIETIT FROM ROOF ACCESS SET PADS 3 °-4" T. ALL NET AL WORK SHALL BE IN ACCORDANCE NTH THE SPECIFICATION APA RT lYP GAaILVANZED ASTM A36 UNLESS NOTED OTHERWISE ROOF WALKWAYS OF 3'X1' DEK -TOP" 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASIA A500, GRADE A OR 4501 TRAFFIC PARS EQUIPMENT 3 ALL WADING SHAH BE DOME IN USING E7OXX ELECTRODES AND WELDING MSC AND AIMS 011. MERE FILLET WELD SIZES ARE NOT ' - TED ^^ l NI FANLVC MEN NS FASTEIIO 4" Q -- _ SYIlE1RTCM- ( VtTH PITCH TOT Y IEIORME 1 I♦ /( * * 'A. III �L : i Am .41 LOCATION SHOOK PROVIDE THE LINT AKN SIZE PER TABLE J2.4 IN THE. NSC •MANUAL / START FROM STEEL CIN5IRUCTION', 91H EDITION. ROOF ACCESS PANT 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 (ROOF SCUTTLE, a6 t - - FIAT XIST. B ILT- P R� i i� ROT 1lTaC J f 3' WALL AN SAS) = D r ,' �� DOOR OR LADDER TED 037E AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS ACCESS LANDING PORE AT T BLDG 5. BEAM CONNECTIONS SHALL DESIGNED FOR COMBINATION AXIAL. PERIMETER) COAIBNAi10N A10/1L, HORIZONTAL 4N0 VERTICAL FORCES INDICATE ON PLANS. PENTHOUSE) SHALL BE ONE HALF THE NOT OTAL UNIFORM LOAD CAPACITY OF THE EMEAIBER. Fix RETARDANT V® F1l1,iR. SCHEMATIC LAYOUT OF ROOF 6. NON - STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING • CANT STRIP I CONT. My USE 5/8" OA. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE BEANS AND COLUMNS 1 1/2 IN. TRAFFIC PAD INSTALL TRAFFIC PAD ON P.T. 2X6'S SUPPORTED WOOD ON WOOD SLEEPERS GRAVEL- MERE SECTION .-ROOF WALKWAYS 'A' -'A' 5. A CHAMFER 3/4" SHALL BE PROVIDED AT AU. EXPOSED EDGES OF CONCRETE -_ EXIST. UNO IN ACCORDANCE NTH ACI 301 SECTION 4.2.4. ROOF 6. HC ES TO RECEIVE EXPANSION /WEDGE ANCHORS SHALL BE 1/8" LARGER IN EXISTING A POPP PIPES, CABLES, ETC P.T. ON TOP OF ROOF SLEEPERS WALKWAY SECT. ®EXTG. OCCURS ,V'� ..� WOOD DECK DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRIWNG HOLES IN THE ELEVATED SLAB. 7. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHAT BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. ROOF OBJECTS � 0 SCHEMATIC DIAGRAM FOR LOCATION 2 &INSTALLATION OF ROOF TRAFFIC PADS STANDARD STRUCTURAL ,41:1 STEEL NOTES ® STANDARD CONCRETE AND REINFORCING BAR NOTES $PTCH POCKET @EXIST- ROOF € CORNER, GATE, r END OR PULL POST 1 �.�_. ♦•• ::��� TOP I �:•.♦ BRACE RAIL �� ;� GATE POST ROADWAY NOTES: 70P RNL BOTTOM \`;. 1ER51CIi LNE POST 111E PROMDE NitRAIEDtATE RAILS FOR GATE OVER 20• -0" OF I TOTAL WDTH , • BLE SANG GATE - CLR OPNG (INSTALL FENCING PER ASTM F -567, SWING GATES PER ASTM F- 900) 1. GATE POST, .CORNER, END OR PULL POST 2 1/2" NOMINAL (2.875' O.D.) SCHEDULE 40 PIPE 5.79 LBS/IJN FOOT FOR GATE WDTHS UP THRU 6 FEET OR 12 FEET FOR DOUBLE SWING GATE PER ASTIJ- F1083. 1 ) �' . i ; TYPICAL EIEVATICN FABRIC PLANT OR TOP WO TENSION WIRE - :s AT AT GATE GATE FRAME STRETCHER »I BAR PLUNGER BAR •; I i s ;.,• DIAGONAL •11 W/STEEL �� ::• ' ?I:�•.• NTH LOCK TURNBUCKLE: "`_ W` '• - - -- - 2. PER ASTIJT F10g32375" OD) SCHEDULE 40 PIPE. 3.65 LBS/LIN FOOT ( 3. GATE FRAME 1 1/2" (1.875. OD) PIPE, 2.72 LBS /UN FOOT PER ASTM- F1083. 4. TOP RAIL & BRACE RAIL, 1 1/2 (1.875" OD) PIPE, 2.72 LBS /UN FOOT P00 ASTN_F1083. 5. FABRIC: 12 GA CORE WIRE SIZE 2 MESH, CONFORMING TO ASTN -A392. 6. TIE WIRE MINIMUM 11 GA GALVANIZED STEEL AT POSTS AND RAILS A SINGLE WRAP OF FABRIC TIE AND AT TENSION WIRE BY HOG RINGS SPACED MAX 24° INTERVALS. 7. TENSION ARE: 7 GA. GALVANIZED STEEL. _ 8. GATE LATCH: 1 -3 8 O.D. PLUNGER ROD W MUSHROOM TYPE CATCH / W/ AND OCK, KEYED ALIKE FOR ALL SITES IN A GIVEN MIA. 71/15/96 PERMIT SUBMITTAL FINAL 8/14/96 STRUCTURAL REVISIONS o STRETCHER ,� BAR i DIAGONAL ROD W/ II STEEL 4 :. BOTTOM I ki:. TENDON WIRE ••�•. .:% NCI 8/13/96 ZONING REVISIONS 7/26/96 PERMIT SUBMITTAL 6/18/96 PERMIT SET 6/17/96 ZONING REVISIONS 6/10/96 ZONING REVISIONS 6/3/96 ZONING REVISIONS • r=,' FACILITY SIDE - °� 5/24/96 ZONING SET TOP RAIL PROJECTI1* A OVE -I t t 2 MAX ! 1 1/2" (MAX) FINISH I I N REV DATE DESCRIPTION ALL AROUND (TYP) PROEM HANAGO JM z9 - TENSION FIN GRADE WIRi OR GROUND FROM GRADE OR GROUND CENTER STOP �I 1. 9. HEIGHT = 6' VERTICAL ' DIp1EDt JLA I (1• -0• MIN) DRAM BY DP DA1E 1 11.2" MAX CLEARANCE T FRc1 GRADE J lFE POST FOOTING c.,OEGTAI , i i y ' 1 I - g '1 25 GATE EMBEDDED IN CONC PAVING OR FINISHED ROADWAY SEE NOTES ON DETAIL 345. pfp® BY JM DATE NOTE SEE NOTE ON DETAIL 345. -P ASSOCIATES. INC. Osnv¢ as 1 Exromlr a 0' -8• SEE NOTES ON Architects P6- 1139f5 A 4000 S•Mw Cappa bn 3675 1321. Ave. SE SLIM 100 .119994. ""°°°°13°6 N'°"'" 1400 (NN) DETAIL 345 TYPICAL FENCING WOVEN WIRE FENCE FENCING - WOVEN WIRE CORNER, GATE, END OR PULL POST O WOVEN WIRE SWING GATE Bas DOUBLE FENCING TYP. WOVEN WIRE FENCING NOTES REGISTERED �,4'"CN!TECT 1 H!. , cu: , ON , ,94•_6• TS3x2 • •FOOTING DESIGN BASED ON 10'-9" 3" 0 1 5/8" DIA. COAX 2 1/2' O 7/8" DIA. COAX COAX CABLES, SIZE N0. OF CABLES VARIES PER ELEC. W/ INSTALLATION SEE ROOF PLAN GALV. SHT. MET. CUP A EA. CABLE 4" 3' 2' -7 11/16• Y -7 t1/16• 2' -7 11/18' X,3° 4 HOLE I ) I I 2' I• % g 1/16• I I 9/16 X 1 1/41. I 2 -3 9/16' �I I 1• -it 7/16• I I FOR 1/2 "0 BOLT i1 100 MPH WIND AND UBC TIE _ _�_ J CLASS 4 SOIL OR BETTER r - / (UBC TABLE 78 -i -A) PPC MINI PLAN WALL 3 -6• PROTECTION CABINET TYP 14 PLACES I� •j t t I ( I .I 16x15 I COdLDNATE SIZE AND LOCATION OF 5Q LJ S FOR P011QR AND 11300• PRIOR TO PIACING CONCRETE r 1 IG G 1 PPC PWIR BAI 0 �' Ilangrinilliro � -�� Oa m _EISTING SPRINT SPECTRUM SEATTLE ENGINEERING & OPERATIONS 33RD PLACE - SUITE 200 BELLEVUE,WAS LNG ON 98004 (206) 602 -2310 ZONING /PERMIT C\1 OF j)) N)\. P P R 0 V E D SETA- 009 -05 N . 1g96 SR599 J NfCEWONGER BLDG. r SEA2iTLE, WARGINAL WAY S. BU1lD1N'' p1�11S10 98168 1..., W.P. - '�' O EA. UNISTRUT. _ , ° _ (REF. NO. ERAS, INC. 3" PART NO. QLAS SHEET 2) TS 3x2x1/4 /4 CAP PL r SEAL WELD I fi • i j r - t T - = � 4 = w w • � PCS CARNET 2 7/$• AAA SUPPORT TOP FLANGE /2°x1" SLOTTED HOLE IN - DIRECTION FOR ROOFING • • 2 EA WAY 8• (TYP) k FIN GRADE =arm- I I' ,� - in PPC I B MINI j <`,J > w j I P • J, I I I I 1 a '. v 1 0 U NT 2 7%8° M6 i L4z4x1 /4 �I 2' -3 3/16' :o ^ t BEAM 3/80 CONCRETE ANCHOR EXISTING - INSULATION �- . 1 1/2'11 HOLE FOR s/e°: THRU BOLT 1 j -W/ 1 1/2.0 OVERSIZE WASHERS (TYP 7 PLACES) �- TREATED 4x4 SKID 0 4 -0' 0.C. I 1/4 P r "• •. �- �; .. rte' .. �'.i Y x3° Lc GALV WITH H EXPANSION 1 5/8' EMBEDMENT OTE COMPACTED SOIL TO LAN 95X MODIFIED SHALL A FOR SLAB ON GRADE I SHAT HAVE A MIN COMPRESSIVE NAX DENSITY PER ASTM D1557 METHOD 0 STRENGTH OF tc =4000pai AT (TT) VE78FED NTH SITE SPECIFIC SOIL 26 DAYS REPOR1). 2. AL EXPOSED CONCRETE CORNERS SHALL HAVE A 3/4 "CHAMFER. 3. RQNFORCING BARS SHALL 8E - ASTN A615 GR 60. I, 00 3x2x1/4 N " tY SAs L4x4x1 /8 x3 "x6" .�.... ��.�� ,. ®♦�♦♦♦ 'i . ♦`,♦-♦-.-�. i��--- -�- -- �'. t L4x3x1/4 ERECTION t 1/2' 3('0) ' / (T') 4 1/2" mmommomm ° AN SEAT - - HOLE ,( N � <:.<: .. :31M"":v:.:•. ! •.• • - • �� `,. 70 tsP POWER - PRIMARY W6 (TYP) GROWTH GROWTH lo •� I .. - I "1 v ASPHALT WALKING PAD. M DRAMIC TIRE DETAILS _ ss4A3 05: os 20 Nov 1996 ORATING NO 1. CONCRETE MASTIC TO ROOFING. 8" WIDE 3" LONGER TIN FOOTING • - -- x THAN 4x4 ELEVATION - SECTION BOTTOM IuNGE RECEIVED crtv OF TUKWLN , POWER/TELCO PPC MINI MOUNTING FRAME CABINET MOUNTING SKID FOR a3a PCS EQUIPMENT (4 CABINETS) , CABLE SKID DETAIL NOV 2 1996 PER CENTER EQUIPMENT PAD /SLAB ON GRADE Sso NO FROST CONDITION t 96 -954 PANT DATE kV 2 WIDTH AS ZONING /PERMIT PCS Telecommunications Facility SETA - 009 -05 SR599 NICEWONGER BLDG. 10825 E. MARGINAL WAY S., SEATTLE, WA 98168 ANTBMA MAST g - b w _ a ,- r AE NN _ _ I _ NT A SUPPORT BRACKET PAR4104744 -001 y 45' OUTSIDE WERTiCAL FINISHED GRADE U-BOLT o! SHORN ON HOLD OQ•!T CLAMP hg1NT TRAY 10 UPCS1RUT 111TH LONG - L X 1 1/2' -----\ LONG OAIVANZED BOLTS SPRING NUTS P1010 & WASHERS GALVANZED STEEI p� CABLE TRAY 9" RUNG$, 4" LOADING DEPTH- GABLES •I�D�i iii? EWER' 4 sT. + T X000 ENVY 4' i w MOUNT LINSIRUT TO 9-EDE ANCHOR r X 3/Er CAT. No .N143830 • '{ - Tk�ACOWER Wtt COVEN CLAMPS 12' GALVANIZED LAOOFR , TYPE TRAY NTH COWER VERTICAL ° 4r TRENCH ..414:..wera'•. -: °'.•` ;1,1..1;:i•:1'I:I.•:S•1 1 •:•:• - -i- PARTjt04745 001 BASE BRACKET VELD TO MONOPOLE UNISTRUT P7000 UNISTRUT m rf o Z N 3 „ ¢h ` `- '-' f' 11 -I1-' X11 --s' I f fL = -= " UTILITY #- _ - �_ ^�� WARNING -., it I I- SUPPORT BRACKET W/ U-BOLT WEATHERPROOFING KIT ANDREW X221213 U FITTING /A2472 -1 P1000 T ,a r CINCH LONG COlfx! ANCHORED TO PARAPET ,� CN6;H ANCHOR 11 -- DARAPET �� TRAY HOLDOOIN - CLAMP (TYP.) - -- BASE BRACKET PART /104743 -001 I UNISTRU. ® � UNiSTRUT ANGULAR FITTING X15 �•• ^� � I IJII B GATT f ;!k -: • f YS T- �__ �� '' � L =1J1 45' INSIDE VERTICAL NEL CABLES SHOULD BE TIE-WRAPPED EVERY t II If�l'11 - ' I _ i , i ® ', II: II- II._ '�=1r! !_!I,J!1 =' RUS 1/2' DIA. COAX CABLE - (OR EOUAL) 10' MIN. BENDING RADIUS GROUNDING KIT nt INSULATED GROUNDING i BUSHING, THREADED, l� O -Z GEDNEY TYPE HBLG :FRTICAL TRAY SHALL BE PAINTED TO MATCH BUILDING GRACE LEVEL CONDUIT (VERIFY SIZE WITH LOCAL GROUND TO GROUND BAR ON POLE OR TOWER — ON RISCRS,ZONTACLY, AND EVERY 3' -O" CONDUIT NM <>RACEWAY VERTICA MOUNT CABLE TRAY . CABLE TRAY INSTALLATION EEC. /TELE. TRENCH DETAIL ' GPSEANTENNA INSTALLATION ON MONOPOLE INN - -- TOP BRACKET -�` BASE BRACKET LUCENT P/N 10t7t3 -001 - 6' -0" (7829 mm) AIR TERMINAL M 8' -0.0' (2.4 M) MINIMUM ABOVE TOP OF ANTENNA RX It q CA la' 3/4' 0 STRUCTURAL GRADE CLOSED WELDED EYE- BOLT, THRU BOLTED 0 0 O • WIRELESS t!' ANTENNA PLATFORM % CABLE -_- ., � - X. — e �- Il I f I I r 11/15/96 PERMIT SUBMITTAL FINAL 11/13/96 MAST CONNECTION I) • 0 4- -GUYED / \ t. 8/14/96 STRUCTURAL REVISIONS /• 4 GUYED TOWER / Y % 6/98 PERMIT SUBMITTAL ( :::: PAE . NOTE SPECIFY 2OR 13' \ / \. /f I �1L / , - 6/3/96 ZONING REVISIONS 5/24/96 ZONING SET emACT SUPPORT BRACKET SHEATHING 0 ROOF ARORTECT/ ENGINEER JLA �`• -� •1TOLt BRACKET WNTILi ASSEMBLY MFG: DECIBEL PRODUCTS PART NO: D85095 LUCENT P/N 104744 -001 - RX 1x RX SECTION A MEG: MICROFLECT DRAM BY DP DA 5/23/96 MC CIECI(m BY JM U -BOLT P LUCENT 04744 -001 M WIRELESS INFRASTRUCTURE PRODUCTS _ THESE WARMS As AMIAA]RS OF MINCE ARE ➢R: PROPERTY OF RIM. -PARR a ASSOCIATE. NC. Raid-Parr & Associates Architects Fanners A Pr... S.*. C.pp.Ibn Bo sus .n, NA MN SE S 11. R (PONE) e44-1000 DETAIL DOWNTILT ASSEMBLY ANTENNA MAST CLAMP DETAIL (ONE SECTOR SHOM) WIRELESS ANTENNA PLATFORM SECTION EG STEREO' C TTE �cT,J UH' ON -.or A °I- ° F D Jp� 151996 S10 r � - Nov z � lass _ - - _. PERMIT CENTER - •TF O • • El E 1113 _ STEEL BASE t Ne BOLTS BY OTTERS 27.5' s>Ea MAST BY OTHERS AT 15 COLUMN SPRINT SPECTRUM S10 0 N ENGINEERING PAC & OPERA I/O 200 BELLEVUE, 3WASHINGTON 98004 20 (206) 602 -2310 ZONING /PERMIT SETA- 009 -05 SRSON9GER BLDG. 10825 E. MARGINAL WAY S. SEATTLE, WA s. EXTRA STRONG 4EL -1r— " I STEEL PIPE I 8. N k - i 7/e' X 1s 1/4° X 15 1 / ERR PL111000 SHEA KING EXIST TJ ROOF JOISTS FOR FLASHING SEE 1/i WICK /EOPRELE PAD HARNESS 60. GLUED m DM ROB W/ EPDXY 8vtl)17C KNEW. CONTRACTOR T(Y PROOUGT ClameA 4" J ZO - 0 1/4 BAST it 3j4 wj(PREDRIL 9/1610 I TYP. X 8' X 1' -77' HOLES AST. T,L I?OOF JOISTS UST. GIB 5 1/8 X 28 1/2 70 WER6Y 4 X 4 X 1/4 F SiUj lk, V _ �� 1'— MOT CONTRACTOR EXIST TS k::: DRAWRC 71llE DETAILS - 954A4 08:19 20 Nov 1996 MAIM NO 40 SECTION NUNI. 96 -954 P PRINT DAT HV201 PLANTING NOTES • REMOVE SOD AND WEEDS FROM NEW PLANTING AREA. DISPOSE OF OFF -SITE. • EXCAVATE PLANTING PITS (FOR SHRUBS) TWICE THE DIAMETER OF THE ROOTBALL. PROVIDE A BLENDED BACKFILL OF 50% NATIVE SOIL AND 50% COMPOSTED MULCH_ . • PROVIDE 3" OF COMPOSTED MULCH OVER SUBGRADES. ROTOTILL IN 2 DIRECTIONS, 6" DEPTH. • PROVIDE 4" OF IMPORTED PACIFIC TOPSOILS WINTERMIX' OVER PREPARED SUBGRADES, ROTOTILL IN 2 DIRECTIONS.. • MULCH WITH 2" OF FINE GROUND BARK • PROVIDE 'TRANSPLANTER' FERTILIZER PER MANUFACTURER'S INSTRUCTIONS. • STAKE TREES WITH TWO 2 X 2 DOUGLAS FIR STAKES PER STANDARD NURSERY PRACTICE. • PROVIDE ONEYEAR GUARANTEE ON ALL PLANTINGS. 9 • �� I I✓ Ci i — e i Ni ''21633 NE '171h CoRrt Radmood. WA .95053 Phone :( ?Oa)945+1290 Pater: 946: 442.4.269 pci (0- 0016) r S co o 0) cti �^ ri 0 is d � r m cc cc W Q � g La „ic eaj L() Li.i W co 0 Z 1/10/97 PERMIT SUBMITTAL- ADDENDUM RE0 0A DESCRIPTION PROJECT JM AR N11ECT/ ENGINEER JLA DRAIN BY KL 010060 BY JM DATE , 1 /8/07 bon 11ESE CRAVINGS AS N ^STRINSEN13 OF SE.. ARE 7NE PROPERTY OF INK -PIRA a Assam,1610 Nh. Stahl-Parr Ill Associates Architects Planners A Prefvfilanal snw 001,61Jon 1625 1.6 Am SE SO* 100 911•N6 WA 9I000-1399 Ste) 666-6035 SPAT /NT SPECTRUM SEATTLE ENGINEERING & OPERA SONS 11000 NE 33RD PLACE - SUITE 200 BELLEVUE, WASHINGTON 98004 (206) 602 -2310 ZONING /PERMIT RECEIVED JAN1 1997 SETA - 009 -05 COMMUNITY SR599 DEVELOPMENT NICEWONGER BLDG. 10825 E. MARGINAL WAY S. TUK\MLA, WA 98168 DRAWNG nitE LANDSCAPE PLAN NOTES 9547 11.5122 Nov 1996 DRAW10 96 -954 NWT DATE 1