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HomeMy WebLinkAboutPermit D98-0247 - AIRTOUCH CELLULAR - EQUIPMENT BUILDING AND ANTENNASD98 -0247 16400 Southcenter Pkwy. Airtouch Cellular 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: Address: Suite No: Location: Category: AOFF Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: 262304 -9021 16400 SOUTHCENTER PY Permit No: Status: Issued: Expires: D98 -0247 ISSUED 11/05/1998 05/04/1999 Occupancy: UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: Contractor License No: STRATI *099KZ OCCUPANT AIRTOUCH CELLULAR 16400 SOUTHCENTER PY, TUKWILA WA 98188 OWNER SUNRAY INVESTMENTS C/O METROMARK INVESTMENT MN, 14335 NE 24TH ST #202, BELLEVUE WA CONTACT DARRELL SWANSON Phone: 425 392 -0616 16 FRONT ST N, ISSAQUAH WA 98027 CONTRACTOR STRATA INC. Phone: 206 259 -6016 P.O. BOX 1171, EVERETT, WA 98206 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Permit Description: PLACEMENT OF PRE - MANUFACTURED EQUIPMENT BUILDING AND ANTENNAS ON CUSTOM DESIGNED STRUCTURAL FRAME. k*********************************.***************** * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** Construction Valuation: $ 38,500.00 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: $ 883.37 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_ la,e5L Date: 1 � 5 - - -- 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:___ Print Name:_ 11) _. Z Date: /FS-- `e 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. or 7U[NIiA Addre',,s SDUTHCENTER FY Permit No: D93-C,247 Suite� Tenant: St- atue: ISSUED Type: DEVP[RM Ayplied: 07i1471998 Parcel 0; 262304-�021 ' Iss usd: 11/05/199O Permit Conditions; 1. No chanpes will be made to the p}any onle�s approved by the Architect CIF Engineer and the_Tukui|p, Building Div/siun. 2. Electrical permits sha `�'be�4hta � Washington �tate Division of L b�r�and Indust��ps�1 /cal work will be `nsi.e'�-e' by that aquiTic" 3. All mechanica�. rk undeJ��separate' �ued by the City o[��f��` jla�' ��` 4. All i ns ct��on'records,. ��d' app/�o d�ul aV) i|abl 't' he in\� site prio` a�' �- ^ �� -°�` stru�tipn. ese.doruments ar' �tn be maihtaineoa"6 able il inspection'aooroval is gr`±ed/,`��' 5. All str,uotural welding shall be dohe by N.A.B.0. oe weld and �pecfal in�pected (UB�> - Sec. 3O6(a)5>. 6. All |h h-strength bolting shall.-be special inspected (U BC Sec:.' 3O6(a) 6) . 7. nu ,tS installed i " cv,c_-te shall o e special inspected, (UBC: Sec. 1701.5.2.Y: ' 8. Whe`3peCia7 inspection: is required either'.the owner, architect or engineer :shall. notify .the Tukwila Division of appointment of �thB inspection agencies L ri-r t O the first building inSpectY0n. Copies of all special `- inmpectiOn reports shall be submitted to the Building DivA.sion in a timely manner. Reports°halJ conCaiw8ddrs,'!.� project ���m�, p�rmit'�umb�r and type uf'ihSp�otionbeYnB` ' � performed, � ' '�`' 9. The special inspector shall submit afinal signed report stating. whether the work requiring special -inspection to the .best of the inspectnr`S knowledge, in'cnnfnrmance::-::: with approved plans and specifications and the applYoable.'�' workN6nthip provisions of the U8C . 10. All construction to be done in conformance with approved plans and requirements of the Uniform Building C0de. '.Ci997 Edition) as amended, Uniform Meohanioa| Code (1997 Edition), and Washington ..State Energy Code (1997 11. Validity of Permit,', The issuance of 8 permit �Or:'appr0va7 of plans, specifications, and computations .sha?] :n0t 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 jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this: code shall be valid. 12' Readily accessible access to roof mounted equipment is required, CITY OF TU "WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the ma 1 or facsimile. Project Name/Tenant: -it, __TE,W4-fuN f .4 M/3114, P-/be-r- 6P1-4-01--A-R-- La ovG, G vt,• �/-rt 7z r,V:WAf Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 12 Other C-OMMv116 6i.-1PskGtu-j -7C A4t ) Value of Construction: g SaD Site Address: _ I?�_Zr_ ( i& 1&4e' IfI(l._ City State /Zip: II Tax Parcel Number: 0 21 — o 5 Property Owner: 4t )/4 7 rtgf yfi� ,,V_ s Phone: (' Street Address: A /Z.4' — f're e--( 4e 202 City State /Zip: - nem - ;,,,,0 Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: Architect: Street 1 / Encineer: ,i� AI'. WI 1 ..,:.f Address: 411 At. 4a .. ,... u /A<PF , N/V O/j _, - Phone: (4 ) .92 —c7 1 , .4...� • City State /Zip: °l °po 27 Fax #: (47) 36/2- / 2_44- Phone: (425) _ f (-f- 1137 Street Address: ti../1 / ' , [ ei 1e -iAe IA) City State /Zip: 00 ' Fax #: i '5) G 7 - 4-14-q Contact Person: (I t7Glrres,11 Aiv► h —'WGtVI ` AvGl'tt'I'>✓C -uva9 &V a1" Phone: re-e Gt eve Street Address: A (904e • City State /Zip: Fax #: it Description of work to be done: r n1GG°rnevy f 0{ pre i.4t c yed Q, prne,1 jvid rho if Grtt°riii ovG/ty-(0vh de5(gvtec 5-iv-vtogin rvalMe Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse OHospital ❑ Church ❑ Manufacturing CI Motel /Hotel ,r1 Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 12 Other C-OMMv116 6i.-1PskGtu-j -7C A4t ) 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: ❑ sprinklers ❑ automatic fire alarm ❑ none ►�� other (specify) FI`; r/12 r .r�ti =i Building Square Feet: fo ' i000 existing Area of Construction: (sq. ft.) 286 (0e,via nofoc4 vet 618(j; Wilt there be storage of flammable /combustible hazardous material in the building? ❑ yes 71. no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety 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 ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone 0 Hauling ❑ Fire Loop /Hydrant (main to vault)tt: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: _ gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Applicatio to : n by: (initials) CTPERMIT.DOC 1/29/97 EASE'SIGN'BACK CI APPLICAT.ICKFORM.:: •i L; COMMERCIAUWIiVLT1=FA.. TEIVANT.IMPROVEMENT/AL:T TION PERMIT-APPLICATIONS.. M .Y UST BE S UBMITTED:WITH THE FOLLOWING: AL "L DRAWING'S TO4BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER Y 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 121 171 Hbek Complete Legal Description Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) �1J. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements fi /,A O Parking Analysis of existing and proposed capacity; proposed stalls with dimensions J4. Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) Location and screening of outdoor storage (change of use only) Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 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 Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) Location and gross floor area of existing structure with dimensions and setback Lowest finished floor elevation (if in flood control zone) 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 s st 6 m design criteria as identified b the Fire Department. Cfid 12e g� yvnc re-6 vch d ev Pa covhe p�w►r -f pe5c r(), i Washington S to Non - Residents I Epergy C e Data shall be noted on the construction dr wing . C 1-O (�1vor ed 17 filocAti-�o -�uev O -evr Idiot?) dvvi n9 Wash • 4 fe GPI fi r- r jd ) SEPA Checklist - if jntensification of use (check with Planning Department for thresholds). �ld f/tpbve tee-vi 14 $141 -fed vvt V .0 1, a� - ��3? Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent It 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 PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU)HORIZED AGENT: Signature: 4► /vrUU� - •.:4 1 / it t C U -I Date: i �1 L`7 ot S Print name: w Gfi/Q G19/.3 Phone .) CC vv ✓✓ 1 --Ob16 City /State /Zip Fax #g„,..40 ?"... (� z'L /4 _ Address i & FpoIYf ,.t_r_0 0- 1,,,,,r_10 I01Agvat4 t ViiN CTPERMIT.DOC 1/29/97 071 7"377.7nce, ++++*+++*+***+*+*A**A++++A*+++**++*�+A+* ** WA ++�****«+a+****�+*+* | CITY OF TUKNILA? • -A,+An**+**+***A*«+A+A.+*++*+�+*+++++^**+A**A.k***+++++++°+A.+**** TRANSMIT Number: R9700861 Amount: ` 527.15 11/05/98'11:11 HPayment Method: CHECK Notation: 3NANSON ARCH GRO Init: 8LH Permit No D98-0247 Type: DEVPEON DEVELOPMENT PERMIT Parcel No: 26230479021 Site `Address: 16400 SUUTHCEN}E8 pY -_ .- Total Fees: ' 883"37 eZrTh' Paym'ene' 53715' Total ALL Pmts: ^ :883.37 Balance: .00 • ' /*4.**1,+it****+A*a+**+++*A** **++*1!,**+*++****+**+*A**4A++�^+' Account Code Desc"�iption ' � �' Amount 000/322.100 DUI ING - NONRES 532,;65 000/386.904 8TA. r� BUILDING SURCHARGE 4'5O . �� 9717 TOTA[- '��53�^����' `+*+++++^+*+++*+*+***AA**++«*++*+4**A*Af++**A*+++++++A*4:++^+++ nTY OF TUKNILA.�NA � � `� TRANSMI' **A++A*+*+++++++�*+++*a**A+++A+++*^+++*+++++11.*+++A*+A*x.A+A+*^* TkhNSMIT Number: R9700794 Amount: 046.22 O7/14/98 16:24 Payment Methbd: CHECK Notation: sN0NSON ARCHITEC Init: Q|.H Permit Na.: D98-0347 Tvoe: DEUPEHN DEyELOPM[Nl' pEKAIT Parcel Na: 262304'9021 - 9ite Address: 16410 SOUlHC�NlF8 PY . TotaT Fees: � ` 878~87 This: Payment 346.22 TGtal ALL Pmts: � � 346.22 ' . ' :Dalahce: ' 532.65 +-“A+ka***k.A*a+*4.+++++*.A++i.^+4++a^A+a+^A+++u++***4.-A,+a*4++°*** Account Code ANouot' 00O/345.R30 PLAN CHECK NOMRES ' : 346.22` 3693 07/15 0719 ` ' 346^22`' ' `' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIVd, #100, Tukwila, WA 98188 INSPECTION RECO( Retain a copy with permit PERMIT NO. (206)431 -3670 Prx(r t-/ uc 64"ff/a Type of pection: / Oa AtiIwo s j Date called`! tit/91 Special instructions: •010 - Date wanted: "9.9 m�.' m. P• Reque r: Pho 125 ``TT 5fi- 6o /& .) ra.E'(! it• ao O(o /1. :Approved per applicable codes. Lj Corrections required prior to approval. COMMENTS: Inspe tor: Date: $47.00 REINSPECTIO 1f` E RE • UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSP TION NO. INSPECTION RECO._ Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Pr ect: T _ /_ �r (!ypo Inspecti n: iS� Date caall�le . Sppeciall iristructions: v Date w ill: t 36I cr a.m. c::7--‘4 c::7--‘4 [1 Approved per applicable codes. COMMENTS: �.✓ �S � —(to Corrections required prior to approval. 7- - ` 3 e -"1�/' (� 7", ! (9 C, 7r7 Inspector: Date: C2 'r r n $47.00 REINSPECTIO FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: INSPECTION RECD ,P4 Retain a copy with pL. ,iit INSPECT •N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: ‘ -7.----- Type of inspectio Address: Date called: Special instructions: / Date wanted: L'10-- 98 r�' • m Requester: 9 i Phone No.: .-s,' -/ _______Aleef/_______47 Approved per applicable codes. %`L' Corrections required prior to approval. COMMENTS: _______Aleef/_______47 4-e_ oz ;L C nr 6..44. . . 4/.4 le4 - 2--) _...S )2--,re',6/ Vz, /.1 __A___ Inspector, Date:, Z— /'H t $42.00 REINSPE ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: rd try. ;•.- City of Tukwila ...pe.n, �uYLV+,'t 1• -I �,L-r• .�.�d.4't\!:M:r, ±.:;.. John W. Rants, Mayor Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Thomas P. Keefe, Fire Chief Permit No. D - 02.y7 Project Name a/a tic 4., 1_ ,d 01,-it Suite # 1-69 Address 'Co /00 5/6 P Retain current inspection schedule Needs shift inspection Una n1 n1 Approved without correction notice Approved with correction notice issued Sprinklers: A/ Fire Alarm: -4-i 414 pr-I e't- -alp -5 Hood & Duct: A/ Halon: 1..! Monitor: Goat e=e -i`i d A.r r` 02 %N Nv /4 0 iw, Pre -Fire: A/ 'Permits: •3/2- c/T Authorized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax [206) 575-4439 010-02 SWANSON•ARCHIT]ECTURAL•GROUP 90 N.W. Dogwood Street • Issaquah, Washington 98027 • (425) 392 -0616 • Fax (425) 392 -1544 • e -mail: swanarch @dnac.com LETTER OF TRANSMITTAL/FAX To: Fq %l id i I C-1vv 7 Z 134® 100 ��V ebizeif Date: Project: Folio No: Att: t 4' 61 61F2 ,II,, 1 12'vi d Orya _Mail _ By Hand Delivery _ k'friVe No. of Pages (w /cover sheet) We are sending you the following items via: Your Fax No. Please advise immediately if you do not receive the listed pages, or if enclosures are not as noted. Enclosures: Copies Date Description 1 1 id $1,cQtc�frs I(fc✓ / arb '.1414440.4 (344019 �o�rag �iav� �a,ny�+�. �a�0 y -r loaf These are transmitted as checked below: _ For approval _ As requested _ For your use _ For review & comments Remarks: ��. « - . d 1e41-e✓ - Si �n wt is e ' 'sW deco ry- c1 V,e 4t6v ■ M -f w o w rhi Return of loaned drawings ripv �P�pvL 1210-041 RECEIVED ��E ;li •,, November 2, 1998 Delivered by Kestrel Kelcie J. Peterson - Permit Coodinator and Bob Benedicto -Plan Reviewer City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: AirTouch Cellular Seattle Mallrats Cellular Telephone Site AirTouch Project Name.: SEAMALLRATS Swanson Folio No.: 91317F5 City of Tukwila Development Permit Application No.: D98 -0247 Dear Ms. Peterson and Mr. Benedicto: As requested in the Building Permit Plan Review letter from Reid Middleton dated October 28, 1998 attached please find the following information: 1. Copy of letter dated October 28, 1998 from Reid Middleton requesting additional information. '2. Two copies of drawing T (revised 28 Oct 98) prepared by Swanson Architectural Group showing reference to the 1997 UBC per item 1 of the above noted letter. - 3. Two copies of drawing S -1 (revised 30 Oct 98) prepared by J. Clark Johnson Engineers responding to the plan check comments in the above noted letter. 4. One copy of updated structural calculations prepared by J. Clark Johnson Engineers dated 30 Oct 98. (10 pages) Please note that an itemized response to the above noted letter is included in these calculations. We trust that this information is all that you require to approve the building permit and that you will find that all 1997 UBC requirements are met for the project. Airtouch is anxious to complete the construction of all the work required for the placement of the equipment shelter on the roof before it is approved by the state Department of Labor and Industries and delivered to the site. If you need any additional information please contact me at you earliest convenience. Otherwise we look forward to obtaining approval in the near future. Respectfully, Darrell A. Swanson AIA cc David Swanson -Reid Middleton (with all attachments) Aiko Vail - AirTouch (SAG letter and T /S -1 drawings only) Mike Mathisen - AirTouch (SAG letter and T /S -1 drawings only) Josh Lonn -TWG (fax of letter only) 317FSGB4 90 NW Dogwood Street • Issaquah, WA 98027 • (425) 392 -0616 • Fax (425) 392 -1544 RECEiVEW NOV y 1 J. CLARK JOHNSON Consulting Engineer, PS. Inc. 1418 ll2th Ave. Iy Bellevue,WA 9 .. (425) 454 -7137 Phone (425) 637 -2949 Fax �ob:.5.et RA-r S Date: 3b OCT _By: or4 S.J1VGV.s"TbN Subject: PZ-A-N C-, ( A. f'Oo0`E%L 7D.1 ,cefltro . - Sh//tN ..r o N, R. /°,Qa ECT i/1.?-A14-c 2 RE/0 /yI /0124.-77) N //✓C, o acroa ,,.998 PEi SE/f MAG <- R/t -r-r t .e7�/tz rQ GCi"t3o leer", a u< C,v, N 6 T%l ' E /N- f%A-u- I 0' /ZaW= Giz Pita K gel/ G.l9r/.i6 ( 4 ) c , ( CEGz- vCAv2 — D 9e - o 71 E, —w wer. G-mmg , evi Emil o Yai/n. C , 2 r ici\ zc /99 6112 2c_S;oo NSr S /fY.Z Cf J The General Notes, Sheets T and SI, as well as the structural calculations. refer to the 1994 edition of the Uniform Building Code. All references should be made to the 1997 edition of UBC. / T /s d vrl .401a2S r,,grvr,./ c T1- rzie- ,i/r /f7g1 to C4-77 6 h'4 J m 7' es/t2 r- / 99 Ge - 70 6 ,rh1Xe.-4-C,r� 1•1� /997 C/ 6 /f A74' geviA35 - s/ The Structural Notes, Sheet Si, should specify that all welding shall be performed by WABO certified welders. S "2 12C-'vt S 111177- g Sy -r n57, • The Concrete Section of the General Notes addresses only structural steel. Please verify the correct title for this section. �'-e- /2e/) 5 tl, w RECEIVED %DJ 0 2 I MIRES 10 -22- t .J. t/LAitit .J ULtf UiN Consulting Engineer, PS. Inc 1418 112th Ave. , Bellevue,WA 9 (425) 454 -7137 Phone (425) 637 -2949 Fax Job: 7.4.- /f Date: ?J GLT � i Bra fl. S, ,-7D`!/1/XTD s-• Subject: fl l "'k 1:earicb."rre Z co NT/.0 • PC.-/ /v C,( C/' ,E S '6 fv-r" The calculations appear to design for a total prefabricated metal building load of 36 kips; however, the Framing Plan, Sheet Si, indicates a maximum load of 40 kips. PIcase clarify the maximum load of the prefabricated metal building. 7Z(4 Ili�'7 n._ i3(A L ' /.v-6 -o/ag.5 /wit" /Z/ ?v 2` /n r?!x-'. &u', \ -01 G / • / kov; Fib ,/ iv-- _a_f 1—vo Ca-c7 Q y7- �} c eGrvt 1r /'/42-trr oaf Aylio qtr rvJ2ss F vK c2 m � - L3 (.4 Wirt 4. 4-0, = 2s ( /2)(2_-/-) ON aO(17z (1Iz 44 6-TA-Q._ SO/ (...o /NC L. (vim (& +O f3 ms-rr✓rr /} ,e: 0.y -t- To LS / /se7 A' %Z O o ' `x'797 -art mA /ntiv vl 7-7-774-z- !r 7 1- oF- bcrl'4- orn/% s, 5,1)0 G✓ Y�� GV�/OZ K(�2,5 - ir0. 0 k it S <� e /.r)"✓ C 1'YQY1/1/1 C,4-e_ C C' L-1111 o r" S ft ie PDX- -f 0.0 k S. There are several steel beam -to -beam as well as steel beam -to- concrete connections shown on Sheet S 1. Calculations should be submitted for review Qualifying the design of these connections. r46--? 71-1° rn o)r /4f Penr/t+r Co ,4.1) t 1 144/C1.1 1'vr?oaYt r 1-1.rtt.' &Ac, n, ,-) 6 /In c ,40e7wpcsi (-1 S / ,*#v , SS / • Lei74 /4- /-? J7 C '.scrc Sc/p, - m i B ‘a s _57.r/o5-)z-0,..6, Gvrc.p //4-4 70 n Mie-r j A11641-A/efv f 6%)Z- 71,vrr C ONfv / 3 s /<D L (o 6-.r.S ; Wl2.xz_4 3 - 3/40 ,e .41-g Zs-n/ vv /6f-xfff, • Consulting Engineer, PS. Inc. 1418ll2th Ave NE Bellevue,W?( 14 (425) 454- 713?'4 done (425) 637-2949 Fax Job: 62. V-Ir Date : Ja D (roll ' 8 By: i>.J; ..'7il11k171)•r Subject: 7.f1 -f4 C41€P-44 S pow -Se PL..4- ") GLIB �2��S�biv,s vu/VT�p.> 3 REA-G i o r = // PY G Z GG iciAnso /O vv,-1 9 Q J c,cq /tom) -3/grip/ A-3Zs^� V (b 9,3A (f s 27.v._ 7 /4 SA s, , 9- s, /-sue A sue y e, w4-y ef24. & to /N 0 5 r: =`'- V // So 7 # t�� /' /3 ys; 0.627 ) lt o w,4-y Of < 5kc f,) 46t111,1 t/l/L" / 5777' V leytts oa w4-‘r U)< 1/507 Pte-' •' 4.9(36aco/ 32466 Psi 573 D ps' �I Z, Zz - 2(e, g-7s7 - 3 (O # -? - o. 0 2.. 7 ] d .ZS 37A 1 ° (4W, c(r'7 CA= 57/6`i F/ (. t r wt_ / S cq k/, (if (/2. tL. - z(0,?7s) 5 /ry ( L-1 S C.4 efibee. 97/6k 7 /) o7k G ofwvi 0 r'c w/ 174 n+-6 X— g is%}- S G - / 'A, er7< L e *x - /6. k , 3/� n / cm of GUN/ 0,r / a7 /6,34 4.4‹,6 w Vs, • /4-e7104-6 /7i' JOHNSOi' Consulting Engineer, PS. Inc. 1418 112th Ave. N(r Bellevue,WA 9801 (425) 454 -7137 Phone (425) 637-2949 Fax Gwr- /0, ; Job: .ce>r 144 -v ,417 Date: SO QUT 9( By: C),S' C.'%'!A/S"'DN Subject• %?--r C=- Yc$'�NJ� / /v CwEk 1 5 'oe-,4r nit t G L GAP e./ 6 G•?- �? /997 U6-c fie_ 2-F-003 4 (-44L-4%, ^1 6 • (7. 0 1 (01,34)Ch ( / 4- 3 (geij)Z1,6A ;to EFr�cnvt? L4 l 7-=• G% i' ,vA Z Gon ever. -T •✓J 14 .= /63k y -f Zf 1 A.v14y Z Co r✓/V( CT?J .•i 0)' S.S , • /642 O 4 7'v ii�ti O w(') 'fu P�- /�'rtis hl G - np A'►- c.�YSWta+rJ S 3667 -- v 1...Orre:•:6 <-":" -- - 17,0$ if 1,.crt,oiiv G. 1- o.orrr, s P Co finvS- Cn v Prt- Ss 1 J. <■ O111V Consulting Engineer, PS. Inc. 1418 ll2th Av E. Bellevue,WA 4 (425) 454 -7137 1'none (425) 637-2949 Fax Jo b Da te: o 007 ' By: Subject _'46 / ry VA n1 c1-/ cR Res )':70/Vs w. G- 3/4" rr- 400s /o-) S/MPJDe-i e-7 '0A f -7L > /! 42_ 6' a tAlot -r u k, S 'Tx., c rerlerl .•1 b o ^401' leiv S/ 6 N ; + �f260 0.3$ -C (6) 6 970 P Awt ,ro c"41, Pc. try J�'�.a p-yc $ y PL -1 r – . t/t. co N/V�1.n o, /-f /Fz2is W/t-y e < /i'1' Ce;1/ 6re1:'b • ' WA-, 0h 6. Seismic load for the prefabricated metal building is checked on calculation page E-4; however, lateral load due to wind should also be checked per UBC Section 1615. In addition, the seismic load calculations appear to be consistent with the UBC 1994 edition; however, calculations should be submitted verifying • that the criteria set forth in the UBC 1997 edition has been satisfied. S 7L1 e r) 6 n/ 2c SP o „- = J4 / 99) O .LAG ▪ 2.5,3116-- LG /nl 6 CA-G.0 ci' 477e../ , Iv ///a row S ,,' y Go Vb142r ec'r /r' m'e /•' t S r S,4-7,i, /fv- 6 Iv of C{ret, O ..it r' 7.4 ee l ray g not 7, d Qe /S •': ,-,ex .A-.r RAJ . c e)(CC % s)C2) = (l sb,,C VOL. ir/.. /$7) ymsr. e P• A 34.7,QJr` (/o z-z.f) 2 `d g g Vies pvm 4, /6. s' o 6 # J. CLARK JOHNSON Consulting Engineer, PS. Inc 1418112th Ave. N.( Bellevue,WA 9806. (425) 4547137 Phone (425) 637 -2949 Fax Job; =,El' "frtA -LL f "1f Date: 3d DCr 9( _gys D,.rt7b/,W:7n.4..) Subject: , ^J 0/4e -r-I -c s f�G�tN C/ Z /<' Calculations should be provided qualifying the design of the beams located along Grid E.25, and between Grids E.25 and G. 7L1i CaLC A- U(..5)orJS, 0( rte`. r jusnncr 77 PE-C1 �-1 W 12-?c 2 b S�r� �F� T3Ut,3,4�t (-AG SSb 4-4 24g0a4- / o o't 3ujtrOgr4(r) 32 (517- .A-ri aN s J) J 'fLltis De- S { 6 r+ G'?� 1114 w(Zx2C Ste nib ,'z enc., crP ML 3■r( r' ) o G (o )) �L "X102.10 4r z ages W '1.040 0 C3vN rapt 6 k C 'c'1 1 o r s Inc Q 4 rt.6T0 i A10 v RSet,y* P t2.o wro 8. Calculations should be provided qualifying the design of the timber stairs which lead to the building, Detail 11/S1. Refer to UBC Chapter 23. 2 X12 H I 5TA4),a, k1 ) &4T ! 5 1 IAy 4x6 HF 1 /r S r"--ti S si � �►Gcr_ s e t 6 l■ �• c F 3s" v a c 0)z, r y c'Db r, cri nr n LEvErtC -fp 'Jr S A/LeC ors f' 1 rytst, 3�31j sr-, /11.5" mil, /Jai sr. 2 /-o r&Au -/Fr) l, h ,'o N • l2Z: f(39 ;3/3 -4 cc.,/c../ ear v„ /4 a 1/2.4.4 C.. c. ) J. CLARK JOHNSON Consulting Engineer, PS. Inc 1418112th Ave. ir Bellevue,WA (425) 454-7137 Phone (425) 637 -2949 Fax CoNi 1 11/J y 7 9t g Jo b; • - r MA- a A-rs Date: 36 d C-r ( ' gy: c _; 73kiv -Cr ,.a Subject; .fLdt~ C146k S -Lem t- 5',e b 3 4, 2 6-12.5 w, Z "�"i39M3 �/126)((a 9 (l,?3) 1 t i Sr te Vic z Anb (75)(a97)CI,y (1,3J) T I >° T'ictx.....s vier a.al rict.PS. Seyz‘ittAL t.e ao:rs, Set.% P•T 2 x f fit/ e 4' 1Q.4 rtn.tz o c, (v Go,✓4G1)o,,. t2. Sr/ r/v4-i 4z. 70 [, o(rr "1- 3-) CAW A-ci Gonev tno /Sr 7`0 c-4)421fci Q7 /r1 x f i/z ti ,7"O rJT5 /0,c4F i nc,rLla131Q °) = (45-4 > 4f, (44 ' N1 vs ,,,,7&Qi .rb C Ei0 61v1,o, v cwt"r - 3 ( #) -c T =lr'7 /sue (6) z 7624 ?”14f1, 4.1-1-4v" -4r.414*--L sLKe.iti Gf, Go, 4 .4 4 o r/J O) - �V 7S°T 7t'' by /L mfr✓ 6 4,.&-wEn2 G3 a./e, A-f e). JUt3NStMN Consulting Engineer, PS. Inc. 1418112th Ave. NY Bellevue,WA 980( (425) 454 -7137 Phone (425) 637 -2949 Fax lob: SEA- Ref.574 Date* 30 oerq( B y: AJ tarsi -inf"l Subject• NA-r> f' At ' CJ- /( 2e-c eedI' , 9. The connection between the prefabricated metal building and the supporting roof structure is not adequately shown on the plans. Please provide additional details on the drawings as well as calculations qualifying the design of these connections. 7146 'k1 c. 95/ /iY°i�u c.2 5 7o A- [.c. Si rJ E; /11'3A2 3uic.p „✓ 6 %Z1 � o retr c. 9 s 70 (1 0 Gt/L 4(41,4z .So 74 4 yov / 4f 16/ I S ...s4 o 0Nr J -r J51 9t,#t s 1f c- sAlwe l / S Jniver cc eeeW fo /1/ J, 1 N reoti L.): 1-6, k(F-uu. 4.3 YV = 2g,DkCvr'(uerr oewr) net o • • S tf t-r- (/(1 Tti� �i�R-r,•,4 o,r y Sri f2- d D 014-'L 7yt ( Co nfAc -7) 1 Pax.. ELo w' ' r2r K 1 4. $' (S) - ►Z Z,z w 1 I es/ 0 a W.W.I?) ►42- -' h' 6 P2o73caM k S' 2. Mot' ('( Z r¢ 16.8' (s) - (2g)(t2) Zg — 5.79 ; No o vt�)cNtr rr�c P)eerb elul 7'H[. z /S /V a o vtc? 1vM ' o/ G Pie s3ewi IN-77),1 e V F L Gib 7b �c co/ric eGx; e n Aye- J. CLARK JOHNSON Consulting Engineer, P.S. Inc. 1418 112th Ave. Nr Bellevue,WA 9801'3, (425) 454 -7137 Phone (425) 637 -2949 Fax Jo b: 'fat Date: 3 D a&7 9( _By; D, Si Su bject: Ci4erik JAN.S'(:::: /4/4.■ GG/eC /' 7 S /C,- -) 4 4 rQ rrn iirerc C4/,r"/O.1 0- r>2 t mc'r* . 43vi c, bi 6 7 .114o,41 1.4 4 talat%441 N 6j . /zrk 1 1 4 V 1 1 L ^- L L .1- - • L - --- - - -7 ■011-si- (4 s 6 fe -rete Pt a,") v& 4 ' //,8'k Z Z 'i ▪ 7aaer`C433/ /6 "6.4 u L • 706 #6 93 / 47551 r /2... tea Z4' 29 Lo 4 4 CM4AtiIr7 C z iji A- 3 zs-r, , 6-Tf e /6 "If-4 = /ZS zp)(0,126) _ ?933 ' 6tac -7- .cr 6•Z w (2X 2L u s/c 11. Gc 7e. ti f 4 -r�i,U 4E- 0.0 VWt.' J � 93 / - 8'efb /ow = O,g (iJ = 3Zg era Ph 2 A. - (0,333) (0.1(49 6) fl- c -17.44-1- '^" ex1S1)N.‘ Co/vn irce04 OF' 2g-/ 6ulC.,�!/J6 J. CLARK JOHNSON Consulting Engineer, , -Q. Inc. 1418 112th Ave. Bellevue,WA 9 (425) 4.54 -7137 Phone (425) 637 -2949 Fax Job: -5.°A 114,4Z-1- R.AT.!' Date • Zj 0 'C-7 (' I By: P.5..7tiS'7D Subject: 11:)4"tr\J Ch ,eL- f'Anrd'C /0 /0 • C4- - /,- Yo v h/,i-& ,4-.ly cUCIVO (45; f /,JGa2Et- Y, : LAWte Poczkv ci,�A2 MOIRES 10 -22- % 9 1 ,VA,q/ze"N /`11 A-ss o c /, -fl J. CLARK JOHNSON P.S. INC. CONSULTING Et. VEER 1418 112th Ave; Bellevue. WA98004 (425) 454 -7137 Job: SSA 41 LL /2ia Job #: (" D,at, .7)14 /.J7b r) Date /Z z7v/N E /59 8 STRUCTURAL COMPUTATIONS S4 A MALL 0�f/X' /2/ 8U/ p /NG 4 A -Nr&v/ 7+ /,, iptGC 7eiv LOCATION: 7Vk nilL.:13 CLIENT: ,t ih42C u. 41.votnr to .� BASIS FOR DESIGN: CODE: UNIFORM BUILDING CODE, 1994 ED. WIND: 5o MPH, EXPOSURE " G" SEISMIIC: ZONE ROOF SNOW LOAD = 2C. PSF 4aT INDEX'TO COMP�TTATION& GENERAL G, I - Gl- 1 6O //o/nrG S'v,tPor2 T /XR__r,, nr G ` $' - $ 3 �X(sn�G 3vi�oir.rG �v,4 i)� EI - S Dl - • puss 10 -22 9 9 J.z v.ti^r CITY Of TULA THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE SITE OR SOIL CONDITI , 1 4 1998 PERMIT CENTER J. CLARK JOW ON 1418 112th Ave. N.E. Bellevue, WA 98064 (206) 4547137 1i b: SlQ4-41.414 !?/t _- Da t e : /D iVP%% v Br: 1%S, JU44/N.5>3 as Subject: /")4/l /n/G 3'f�vl J7."P/°o)2r,, V c4-r Gr; 7.514% I11 02 - 731100 4"--' (o,6 -t JD') oe /0000 ?-r fig f/ guc.c:ve-f 3a,9/ 3 �S / o� = S, 96 d = /Z• 2i► Z,� Zl9Ser/z=r) o l/i h� /4),72-4 r a-ia ore 43)00, f — c u/t7 p 1N /z x Z4 A-36 SQL35,it3 J. CLARK JOHT 9N Consulting Engii 1418 ll2th Ave N.E. Bellevue, WA 98004 (2067 4547137 Job- SG IJ1i -(i4.-(- eekr.r- Date: /o ,?UN 9t; 8y: T>Sd OtoHNUTO'^� Subject:. 11 7'%'l ""/ L Jra- AvQxr,,aq ,==rz . R,c,4t7 L. L 2-1 45vte.0,- /6 W /2 2,0 L A-5,6 /020 Sim?, = h,3 1 13' IQ/z- 1/507 # 1 S g s; 77(. _ "' (0441340.00i Z1, 3 Sam t/ 'fGEcT� 6 ; ok/ - , 9 d = /2, 21- Q : old - 0,56 A — -P /45- Arad 0 or rpZ- 8892 rd = /7 S4r p11 IA/ /2 >c 2.4 A 3b 6/c. vel -N /Za.17 orc y ca-Ar 10 =- z' R1 _ /6LLo # it trio / 77/ 5-1 e 1 L /6 9 7 57c •� Sys /2x/0 1Cc Are e7 kA Lx/ /1><- 1? ,A-3 6 rf = �97i, R = /a s >3' 41r OEf, c77o Ji Ois / %Z d_ /8:39 I s /a ad 117 /4 .47 /p31 v Ji vv le-K16 *3 L CAK- t enN y coetftsb J. CLARK J047-SON Consulting Ega, 1918 112th Ave. N.E. Bellevue, WA 98004 (206) 4547137 le b: .S' /4 Atotta °i47--r Date: 2gZi-,J By: O../.sSubject: Ca .us bV 0' COL'Miv 4 944L U',4.77 o n/ b-1444 /.Ir°4-1* irzlel C.¢ G C,}•v2P Wor?✓T Q+.rej cza L C(fl? eJ PUC E?C /STIN G .4n/0 /find /77 o ivit-e_ Fit QiC f-IZ°ly *67 * dW c, 'i• J 1 a 0/1.29e"v G, /z ca (3/ r = 0,3 re) = (o, 3)(z. = G•%;., beAsvo f -5zGo6 p..1? 6 oao /s; R o a7= 7-0 $• ,` 002 07'4 (.s1/ ) 6° NO sc e^Ar9e17 AS _ Co? 172 Ac U f (Ay -Are) 4. irAft] pi= o,gr(t 0.80(0,7)C6,$5(1000)(408 - 4.0) + 60000 (6.0)1 - /397 fr Pt, = kit 0/0) t ( 7 (/D 4,14/E ) • i r it 5 f$II00/2 77) •'a+ PL o G12 • )1171 14fihv) = 6.80 (0/7) t 00 85- (1C000)( 0 e - 711t ) d Oo op (7iliej /3e3 k 70 Su l t.44•40 (. 1) ` 0.00 7 9 7C- Z O� ,h,�- (3 ?7k /. 9(zz -f) # Z7(J7) - r /,7( /e) Sutl.AN6 96 7• / <'p'r�, _ 1sejk. / J. CLARK JO F SON Consulting Rng‘ . 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454 -7137 ,c-400,e Pa ('O 'i lob: - 5-t"/ff.4G +PAT': Date: Z 7/}.v By; D, S v-6i//✓fra/v Subject: CO'LOMif," el/,4w,4-7740 CoL!/mw E( 4'-trs*770N 7? 0.00(04-7) (o,fts(T000)(tot- Zil) - 6000x(7,/147 z /3esk 9 (3 .qs) " /7 (57) 6 /a, s k re-ow To Z n41 DLO d�2 (,4r, ) = o,ga(o,7)Coies(9000)(co$ -7.,g) #‘GOOo (Z /111)7 .P,.k (Ir 47 011 ) + 1,7 (1 = F76.% k <- 7,1 01411 2 Hd nooR 7b /s_L ,boa? ( ) = Q,So (6,7) C O , g s ( 5 t o o o ) ( C o k -79) 4 C00 0 e(7; 9) 3 — 1.5 to 1(S87) 1- 6- 7(/7/1 re ) /57 . .4f ax 7% f 7 Le City° o, C-4(4 -1,0 f 47(i8) //itsk 1 Qu caerey G /3a3. O, 8O(a•7) fo,esrao) (6o 8 -7 9) 4- Ca a o (7. 9) 3 PI = /. 9(GZ9) /706) ewe. e7 /'VS /2694 /log h. < f�f'�► ,,,�, ` /fog, J. CLARK JOI' 30N Consulting Fns.._ _t 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 4544137 l• b: M4G Date: Z 9 .?/f/✓5rd By: ,D• 5, ///vin" Subject• . COL Vh�!/t/ V,4 '4- 77d,') E3 COL OM,v vAr7o COLViy/NJ /rice— O /Z'XZ91 36'0d$ .eu,c_ ' //'JG 7V are /f ;DDS 70 22' er 42o dp T 3 iz-7 /vim /ce:..2'ce? ..ir-,¢ .4?v (f t. o fib /.+.r Cie.e.tro LAC 7''zo ADo /1-7 o. . = 1 . . 2r t o t e / c t ' n 3 v / N O y ¢ v eV/ ( -t,-rC (k-' k 2 f f 36 d e- *) Pc-xis 7.,, G / Z 3 v,/ �>= i1-G71t}c� I Pk /sn.,, c i' /' '-) a VI 0/ /1/ e x.mrz- / Z 6 9, 9 /< CFA-cam) l acee.r6 Cr°A -cru- ) F /9, z 1 X /00 — /OD _ 2, 7 -4E-- 77/1/!,4 -t.. ti uicp /t,rc- , C14,¢ G L rig) / ?(;7) 3,73/c F v./n.4 6 = / o /r7.7' (s11 l PEK /JnNG C FA-C, ) 9e./ /rZc,ZF) ,r / ?(47) -7.73 J. CLARK JOHr'ON Consulting Engia.. 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454 -7137 Job: . rr4 41.6 .' /217..r Date: Z-4 3)17N/ 5 By: =3; S, 70A./"A'75hZ Subject CaIUlv7N el -444 C4+770. -' C'o G U m V4- L !/ 47- 'O ry 2;',5"evAtievE , rtq- G E or- •G. 4- rweisi -c- G a.4 p /.✓ c ,c)ve- 7 ) ADD/ 770N c /r-3R /Chx`27 4-!cT.61 4_ 8U /`O //V G (/Z xZg/ 360dc' / v e 4f72.vc Z36 / /< = (r4iser -r7 O = 724 (2 ,t z"J (c, )(v, ) ro,3) C /.0)Co.7S)C3606a) = 8'./!< Oyu. 0,/,./6 Z G / k f 9,11‹ //1/ C/ZE,r-JE X /Oa — /0 6 ni 3g 9 p . -- ne( vises. o Se fdx.cc;: /"/ c x e4 r 2;r."- 7-0 iNfi —if G c..1-7' O H o?L /I/e1-4 GP? ' /7, 7) Z- 8C// `o /N 6 (/ Z / x Z 4 / 3 6 D 6 6 #' • /S //V Ci*-ni T 7° To i� ��� iG� -f ��-f �1 �G 72 )< �" cps E?C /f ,Su /c -o /,%/ • J. CLARK J011- 'ON Consulting Eng1, . 1418 112th Ave. N.E. Bellevue, WA 98004 (206) 454.7137 lob: "5--14 1244- oats:. �9Tir/� 5 pi Br D. 5. /v..l7b/ Subject: , 2 1/1C IV,4LC- EV�G 'A-17 e5' kJ� Ate //VG 1444 Z.Z OVA L 11,477 ON ..t /siL& 47 X/J nrvG .Ped G //./G w4 LC. AT E,4fr r' ay= Z '2n3C CSC • /`�P /NG liV,�{ GC_ •' h = , Z r mac: /3 /sb 117,67 z/ -' ACD (,8) 9.5 -1- ,4a i7 - J't,tM Roar- rc PRaa7r = ZSfJf(30) -f /OOplr- r9% G ` g cvF- ,EzN 4 ate,, �fGo� fJL P1. -otu. Lc, g .= /s6 (/Z s 2/ 1- rL�n3 P1fr (3o) /512 (fr ) (l Z ) + / oS7 = 4'8L 4/ D. L. Ts/s /SO (. z) 25- i /So (41-)0Z-) . i=6mQ63C /Oo.2fcrgi cae/z/ 00)t._ / Zit Gt !�. v, 7U 1 % f r- 4 0 " , S i 6 92 '' -,'- 'i=Cg6,z) goo. g F-iow¢ J' /6 rb irtr /6 /Z6 /Fr 5=(�aooJ «r - / o a 72-ru. Ca.✓� 1•/4 GA- _ /era l C... C.. �- /0Sb # = -yrd 7L 4 l 30004 -L. Z 3 f1 o #l, 3 z--7 7 r mil, (F. c7u)telv/ / 3! .sU 4-6 • z; Z o s 44% 7707i+7- 4-04 / h,,tKG : SS 57 9 #l/ 30600 4 'IL ►41r);T s1->, 5c/0v01N• ( 1 1 - 1 X 36aoa. J 4i =86579 #, 0,.43 > d.o�i x-. L 32- J CFA c7Se,) CFA -c2cw) 7 t- c-furcro 0,5s(o,7O)(- .,000)00)(/L) [/ _ z C Z(/a) - /.5-8812.4K 86579 r /`0 Ow ....AZ- 77/t14p c -; /C /* con/ # ? /NG w4-44. /.t o P LO, t 4/ 7 •• •• T.S. BEAM PER PLAN 1 STEEL BEAM PER PUN SECTION L4114' d' -3' w/ /4-P AU. THREAD CVBEDCD r YIN. INTO COSTING CONC. w/ SIMPSON "EPDXY-TIC GROUT THUS: - SECTION (Z)-s /B'• BOLTS TUBE PER P NOTE: ALL STCCL MENDERS SHALL BE GALVANIZED OR EPDXY COATED LOCATION PLAN ELEVATION STEEL BEAM TO CONC. WALL 0 STEEL BUY PER PUN ANTENNA SUPPORT BEAM TO GIRDER PREFABRICATED BUILDING BY OTHERS o- 2411 l• -2 la -0. 1RD1 ?R6ARbCATTD SWAG Br OTIOS. TOTAL 0614= *5441 RInII C SNOW 1.01055. 40X40 WE LRAM. EOIRFl4031 ANO sal 51041 SHALL NOT 01010 40.000 LA 5011110104 Wan PM 10 FABRICATION Amo MI- S1551110. NOM 511UCRIRAL 00340(1 141400Mn.Y a ANY 06C1CrANDES PLAN 0 T.S. 11a4.3 /e' (3) 3/4'14 H.S. - 901.15 3 /5' STIFFENER PLATE 3/4' CAP PLATE w/ (4) -3/4.• H.S. -BOLTS THUS: Ceve.2 PERIMETER CHANNEL BY PREFABRICATED BUILDING MANUFACTURER. VERIFY 1 /2'R BOLTS 0 le'e.e. TOP 4t BOTTOM STEEL BEAM PER PUN GALVANIZED OR EPDXY COATED uv! SECTION b 3/4• BASE PLATE w /(4)-3/4•• ALT. THREADS EMBED d 111. RI (E ) CONC. W /SIMPSON 'EPDXY - TIE THUS: E BASE PLATE 4 COL-...,1 EX6TIN0 CONCRETE 'mama ROOf SW TO MUM FRAMING PLAN STEEL BEAM PCR PLAN (3) -3/4'0 H.S.-BOLTS 3/5• STIFFENER PLATE EA. SIDE . CND PL TO T.S. STEEL BEAM PER PLAN STEEL BEAM PER PLAN RADIUS EXISTING CONCRETE SPANDREL PANEL TO REILARI T.S. BEAM PER PLAN 5 1 ELEVATION 3/5' 040 PLATE 3 /5' SITRCNER EA. 310E SECTION 3/4'* UYEUNC GROUT (2) -3 /e'R ■ U BOLTS BEAM /R' STERNER STEEL REAM PER PUN he ENO PL ON 1.3. BEAM NOTES AU. STEEL MEL4BERS SILAT. BY GALVANIZED OR EPDXY COATED NOR: AU. STEEL VENDERS SHALL RE GALVANIZED OR EPDXY COATED TUBE CS 4 0.2 CRESCENT wASHE 1.iC13 WA ILAN SECTION 3 /2' ST1RENER PUT EA. SIDE SECTION STEEL BEAM TO EXISTING CONCRETE COLUMN BAN BEAM TO BEAM STE BUY PER ANTENNA SUPPORT BEAM TO 0 PERIMETER BEAM z ANTENNA PILE STEEL ©--1 i.1. I I D 0111110 PLAN 0001 10• -0• 1401 PRUAIRCITED ones. TOTAL 0611112 U010 SOW LOADNC. now 0. council 11.0 5Uf 4CCIR 71<UD A0.000 LL C0(I1ACTOI 1 TO FABRICATOR 140 CON - (010Y STRUC11RAl (0011(11 X ANY 06CALINCR3 - LOCATION PLAN SSI FRAMING PLAN (1/6' 2 1.-0E) GENERAL STRUCTURAL NOTES (14 FOLIO % MIL1 NISI SINN 011KRRT1E ON OW P106) MLA 1. ALL ALARMS 6I NORENN6110 O(S EN. AII TDIQTRU:TION sous canon 10 THE naps -HINTS o' 1140 DBJo100. S1L0f2A1WM5• 04 DK UNNOIN TLLADLLG COOL. (1102 (0(T154• L 0(30* CHITIN ROOF IM LOAD ..... By PST MECHANICAL OM W.IDMI Iw1b1.N 01 nowleLArw KIND Bo 41/11. 0,01100 •N• 313 rums /001170111. 50*DB10 MEW, S• 1 STHCIURAL ammo DW1 K USED R/ =ANC= 10111 AtCHI0CTURAL OMAWNCS (Ot moms Me 00051104T101L. COWRACT06 OWL AUNT 00D*S7Ol6 Ale *000()006 f04 COI•►1HRJ11 AND SN41 Nom ARC4f(1T ANO 41001 Of ANt DISCREPANCIES A4oI 10 Cp41RLt1101 50 HE MAY tut PROPER MYO2016 10 TNT 'BOWL A. CCW11AClD1 STALL KNIT ALL COSTING OMIO*NS. NC11K: 51003. MIO C0101O14 Poor 10 07010 1.0 AMY 44040. ALI 0 060NS Of CaSTING (0 61RUCi594 SHOWN ON THE M AW0K6 ARE R0DOE0 AS 0700.11KS 0117 ARO ACS' K YENNED, S. CODRACTOI SARI PIOYIO( mown 04AD1G All SIIOII4 FOR 016 STRUCTURE NO STRUCTURAL 10V0130(01 UNTIL ALL (1W. C01040016 PAK KIN CDVPU1E11 0 ACCOIOANC( WITH THE P(AIIL L ClW1RKE011 STALL K RESP016441 000 AIL WOWED SAFETY mai/ 1006 AID THE 1411006. TEDWOJCS, SEQUENCES 114 PROCEDURES 0(01000 10 PENDIA 116 WOt0. 7. COI.LACIOR- INMT(O CHARM SNAIL I( S*RIR11E0 N 0H5NO 10 THE ARCHITECT 00 STRUCTURAL OCKEER TOR APPROVAL 040 10 FAKIEAI70W OR COWS6Ci7OT4 CHANCES SHOWN OW SHOP WINGS ONLY 1111 NO0 SATISFY THIS 400A10R4T. L NANNIES TORUS CORRAL 110 TYPICAL O(TAL3 01 ostaroxisof WOE C0110113ONS ASE NOT SRC04dLLY INCATED NUT AM Of WOW OWIICTER 10 OE0AAS SHOWN. SONAR ,(TARS a *091011110104 MAIL K 1610. SUBJECT TO M IE1 AND APPIIOVAL K of ARO(TECT AMC 140 SIRUCIIIRAL '540311[(3. O . ALL STRUCTURAL SKIMS 7)101 ARE TO BE COMPOSED or COYP010115 10 K ono (00TCD 5NALL K SUPERVISED I11HE S*PUER CUM NANU(ACNhO, OQ7(ERY, NANOUIC, 5101AC( NO mono M ACCORDANCE 41H 16111101016 PREPARED K 11K SUIPUEI. 10. SOP OIAWNGS 000 01RUCTERAL STEEL SHALL K Dawn TO THE ARCHITECT Al0 STILCTURAL (K0940(0 FOR ITYI(W TWO WEEKS PDOI TO TRIM= of THESE MRS It. SHOP DRAWING KRIM 01406016 AND OUA40T1S ARC NOT *0*1(1S° BY OR 044111 Of KCVO WO TH(RCFOK 441100 BC KNIFED 11 THE C01(RAC10L 101/00/044 SHALL KKR A10 *511P ORANNCS PRIOR TD RMCW IY 010100* Of RECOIL SU141 006 S4LL NCLIIO( A REPR001CL1E MO 0110 COP(: KIPIOD IONS WILL BE WARM AND 161110113. SOP GRAVING SUKNITTALS PROCCS50* BY Ott 14(010(3 AK NOT 0444(0 011(KS. M WRPDSE CP SHOP 00110 SUI4TI4S BY THE COWTRACTOR 6 TO D(1104111A1C 10 THE (1GN(ER 1141 1HE CONTIAC5OR U100(ISTANOS TIC 0(SGN C010EN. OUT HE 0Li0NSlRAT[S x6 ONIERSTANOING BY MCNAWC 01904 WARM. HE (?GDS 10 (104644 AND NUM AHD BY 0(1AL.0 THE FARO *101 Ale OSTA(1A10* 411405 K 11101DS 10 UST_ F 0(YL(TONS. DOCIEPANCIES, 01 CONFLICTS B(T1C0I SWOP 0RA1NC SUBMITTALS AND THE CONTRACT 0001110115 ARC 06CA9 100 EITHER PROM TO OR AMA SHOP RAMC SUWTIALS ARE P(OC[BED h THE (01(01, 119E DESIGN 0RA111NCS AND SPEC1ICATKN6 SIAALL COTTON. 0.140 SHALL BE MILDRED. 12. noncom 300111 URAL SKIN M0 (Poo CLOUTED 06IAU106 SI44LL BC SUP(MS(0 N ACCORDANCE WON SECTOR 106 Of THE UNW0101 WILMS COO(, AS RCDUIRD K M PERMIT ISSUING AG01C1 A10 1190 PROJECT SNOW-WWI 01 A OWL5EO TESTING A(CNL1 OESG0ATE0 BY 119( ARCHITECT 04 (000(10. 144* ARC(DTCCT AND SRUCNm&L moral SHALL K (11b161ED 10111 COPIES OE ALL INSPECTION ROOMS MID TEST RESULTS Mtn 13. STRUCTURAL SIR 509611. FA/sumo. AID 11(010* SHALL K SASED ON 1140 Alit 'SPEC:EATDN 000 THE COCA (AM7CAT01 ARO (*00)101 K STRUCTURAL. STEEL TOR WRONGS-. LATEST (0104. PIUS ALL 1(00*04 CEO 000(2. 14. STRUCTURAL SIR). NCWO010 PLATES ARO ROLO STARS, SHALL *010000 10 ASIAN A36, FT • 36 RP. ANC101 BONS SNAIL C04101111 TO ASIN A507. NCH- SKNGIH 10LTS SHALL BE A1250. EXPAN601 006 SHALL BE •PAGIOLI' OR APPROVED EQUAL ,NULLED N 51RL1 ACCORWOE WITH IRE WUWOACNRER'S MAUVE() 1 C01N010Ai10115. BEISBICASSNITZIADOS 15. 50 0UTIOIk =TRACTOR SHALL KW ALL COSTING CONO111OW3 WOK COMAIO C IC AM DCNOUIIOL BRACING ANO SWING SILL IC INSTALLED TO S11PM1 COSTING 00061MOCT0(1 AS MOWED A10 N A VANIIER SLOAILE TO 741 H010 0*5420 C3. E561D4 1CNYCMCOG S1M11 K SAD MEN 1110 AS 10110 01 119E PLANS. 5444 2754(, U AIU 01[e 115EI, SHALL NOT CUT 016TIN0 MN10R01G THAT 6 TO BE SATED. OENOUIION CONS STULL NOT K A.U.M0 10 RAMAGE OR MELON, 119E 0001NG 5101CNRE. A ALL NEST OPENINGS moo wow WAGS. SUBS MO KAYS SHALL K ACCOAOUS E0 BY SAW WHIG Inmost 0O10RL. L T140 C00UCTCI SHALL 40471 ALL COSTING COAX/0104S AND LOCATIONS Of 140444 S P401 TO CUTTING ANY °KINGS. G SMALL•00100 OPEN0IE SHILL K ACCWYPUSH(D KY 00K 0011111001- POSSI6(L ANTENNAS BY OTHERS • r - 0'0.c. MAX. P.T. 221 LEDGER BOLT 10 C6 A 6.2 W/ l'2•* 1HRUBOLTS 0 16 0.0. TAB. REVISIONS BY -10 YJ STEEL BEAN PER PLAN PREFABRICATED BUILDING BY 0TH[ ELEVATION T.S. BEAN PER PEAR a• ED� 2„ �M BEAM /A- END PL ON T.S. BEAN PIPE BY OTHERS 1ta• NN ORAYnNGSITECURAI (10) -16d NAI • 16.0.e. 22 SOUD BLOCKING P.1. 2212 /K/ 0 16•0.e. STRINGER M. TUBE NA SUPPORT BEAM TO 0 PERIMETER BEAM C6 .g 6.2 Ph PUN .�•ASE_A .CASES -3/1 (2i-7/6'I • SEGI1Qtl stcTION STEEL BEAM .el AS ANTENNA PILE MOUNT TO 2 STEEL BEAM P )At! RAILING T. 206 HFit( 0 16 -o.e. IN JOKY HANGERS USE /10 • I I/2' LONG '*1000 SCREWS IN ALL HOLES SE T(ON ALL 000 MEN0ERS SHALL BE PRESSURE TREATED TO 1.11/.PA. STANDARDS STAIRS TO BUILDING DARREL SWANSON ARCHITECTS DATE: OK /11/00 SCALE, AS SHOWN DRAWN, KMC .106: 71200 SHEET S1 or 1 R L_J Vo6or TIAlteratIon FiReplacomen1 SE 1'1 7 1998 Multi-Tagged rh WA L D OR -02.47 - !%PPLICATION FOR INSIGNIA I I Other Fill out Completely MANUFACTURER Blazer Industries Inc, PRODUCTION FACIUTY ADDRESS P.O. Box 48D CITY/STATE/ZIP AumsvIllo, OR 07325 TELEPHONE NO (609) 749-1000 MFG. NO. M-108 FAX NO. (803) 749-190D --:.iP FACTORY BUILT STRUCTURES AND COMMERCIAL COACHES •• '. EMIT ONE COPY - NOTE: a separate fain; is to be used for each building unless multiple buildings havt'! the I 'C... . .. .. .. same installation location and he sameplan appravaladdendumand design op ti o nk . .2ct parade's irintod na _ 1 bife.... FeiioriciOsiil, Richard Rogers _ _ _ logri6ips I $151.75 .j 113-hone NO. FAX NO, 7 ---------- -------- 5..: •.:t,tre. _ __......._._ __ .___________.____._____. (503) 749-1900 (503) 749-3969 1 • 4 7 FE PLEASE MA IMPORTANT - EACH INSI :anon Address .8400 Southcenter Parkway H INSIGNIA IS DUE WITH APPLICATION - NOT SUBJECT TO REFUND HECKS PAYABLE TO DEPT. OF LABOR & INDUSTRIES A IS ASSIGNED TO A SPECIFIC VEHICLE - ONLY ONE INSIGNIA PER SECTION city Tukwlla WA I + 4 08188 County King 41 Serial No. 988700 or Cgs only • 1 A2111............ualC.ST 'ig Serial No, PO() OF RI: _ so _ i _ _..._ 1 W 80 C 45apt. Insignia TD . exarryr.. No, ESL 200_ L:1.........A Temp. Insignia P ___ M. AC 1 yes_ i TC ytsi Approved Plan No. 7 age_ 00 ___e j__ ._____ / Design _ ____.,_ Options: Ft,i.• ! HTG __ J _ ,.--EL.. . Fen $151.75 NLEA 1 ___ SE ___j POD __. OF Deptinsignla No. Temp, Insignia No. Approved Plan No. Dosign Options: Foe fg Serial No. POD ----- OF Dept. Insignia No. Temp. Insignia No. Approved Plan No, Design Options: Foo ig Soria' No POD OF _. _ Dept. Insignia No Temp. Insignia No Approved P . • • : DE rot.. :er"eip• emASIVIcl' T. °F1..ALANI9P.Jlia !'A.:.■".:1,,g4 FAS PA_p_p_i_vfo j r: Design Options: NOV 013 1998 Design OpUona: SUBJECif TO COPE__ —A O 11,1sp O'llulN F.- .. ... Fe• ' • . , :g Serial No. POD OF Dept. Insignia No. Term). Insignia No. Approved PI- n No. lig Serial No. POD OF _. Dept. Insignia No. Temp. Insignia No. Approved PIo No. ..g Serial No. POD _ . OF Dept. Insignia No. Tamp. Inalgnie No. Approved Plan .. • t. gn Options: Fee Foo cait lfg Serial No. POD _ ..___ OF Dopt. Inalgnla No. Temp, Insignia No. Approved Plan No. Design Options: I •ill Serial No, POD ...... OF ... -- Dept. Insignia No. Temp. Insignia No. Approved Plan No. Design Optlona: . Fee 'lecturer to complete: 1' , ,:ber of tags: 1 F .)epartment use only ;:nia Release by• Date: //. To: RECEIVED' CITY OF TUKWItA NOV 2 5 1998 VIA E cant e on reverse Regular mail Carrier Federal lbcpr Overnight at customer expense---- Other Acct # 1104 5500-3 • • A-MC -\)4ct 8-0747 (,uA-S • ( tb.kc 1 I/5 9/e6 PERMIT CENTER it& Reid _iddleton• November 3, 1998 File No. 24 -98- 022 - 010 -02 Mr. Duane Griffin, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Second Submittal Airtouch Cellular - (D98 -0247) Dear Mr. Griffin: We reviewed information for the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. It appears the applicant has responded successfully to our previous review letter, dated October 28, 1998; therefore, we have no additional comments. Enclosed for your records are the drawings, structural calculations, and correspondence from the engineer. A copy of this letter has been forwarded to the architect, Swanson Architectural Group, for your convenience. If you have any questions or require any additional clarification or information, please call. Sincerely, David B. Swanson, P. Project Manager vlf\wf\planrevw\tukwila\98\tO l Or2.doc\bf ..�� cam - yce Falkin, E.I.T. Plan Review Engineer cc: Mr. Darrell Swanson, Swanson Architectural Group RECEIVED CITY OF TUKWILA NOV - 3 1998 PERMIT CENTER Engineers P /ann e,s Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 eid iddleton October 28, 1998 File No. 24 -98- 022 - 010 -01 Mr. Duane Griffin, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Airtouch Cellular - (D98 -0247) Dear Mr. Griffin: We reviewed information for the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed: 1. The General Notes, Sheets T and S 1, as well as the structural calculations, refer to the 1994 edition of the Uniform Building Code. All references should be made to the 1997 edition of UBC. 2. The Structural Notes, Sheet S 1, should specify that all welding shall be performed by WABO certified welders. 3. The Concrete Section of the General Notes addresses only structural steel. Please verify the correct title for this section. 4. The calculations appear to design for a total prefabricated metal building load of 36 kips; however, the Framing Plan, Sheet S 1, indicates a maximum load of 40 kips. Please clarify the maximum load of the prefabricated metal building. 5. There are several steel beam -to -beam as well as steel beam -to- concrete connections shown on Sheet S 1. Calculations should be submitted for review qualifying the design of these connections. 6. Seismic load for the prefabricated metal building is checked on calculation page E -4; however, lateral load due to wind should also be checked per UBC Section 1615. In addition, the seismic load calculations appear to be consistent with the UBC 1994 edition; however, calculations should be submitted verifying that the criteria set forth in the UBC 1997 edition has been satisfied. Eng,ntcrr Plu »uers S urz egnrr Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, Washington 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Duane Griffin, Building Official City of Tukwila October 28, 1998 File No. 24 -98- 022 - 010 -01 Page 2 7. Calculations should be provided qualifying the design of the beams located along Grid E.25, and between Grids E.25 and G. 8. Calculations should be provided qualifying the design of the timber stairs which lead to the building, Detail 11 /S1. Refer to UBC Chapter 23. 9. The connection between the prefabricated metal building and the supporting roof structure is not adequately shown on the plans. Please provide additional details on the drawings as well as calculations qualifying the design of these connections. The review comments listed above should be responded in itemized letter form. We recommend that the permit applicant have the Structural Engineer of Record, J. Clark Johnson Consulting Engineer, respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. A copy of this letter has been forwarded to the architect, Swanson Architectural Group, for your convenience. Please note that corrections or comments made during the review process do not relieve the project applicant or designer from compliance with requirements of codes, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Da id B. S,Jwanson, P.E. ryce Falkin, E.I.T. Project Manager Plan Review Engineer bjr\wt\planrevw\tukwilaV B\tO l Orl .doc\bf cc: Mr. Darrell Swanson, Swanson Architectural Group Reid iddleton September 22, 1998 Kelcie J. Peterson - Permit Coodinator and Bob Benedicto -Plan Reviewer City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Delivered by ENA Couriers ilfC!NED tiff OF TUKWILA sEp 2 2 1998 Re: AirTouch Cellular Seattle Mallrats Cellular Telephone Site AirTouch Project Name.: SEAMALLRATS PERMIT CENTER Swanson Folio No.: 91317F5 City of Tukwila Development Permit Application No.: D98 -0247 Dear Ms. Peterson: As requested in your letter dated August 23, 1998 regarding the above noted project attached please find the following information and documents: 1. Copy of letter dated September 11, 1998 confirming that the equipment shelter will be approved by the Washington State Department of Labor and Industries. 2. Four copies of Drawings C, 1, 2 /3, , and 5 prepared by Blazer Industries and sealed by Rock M. Shelter, professional engineer -State of Washington for t equipment shelter. (5 drawings) 3. Four copies of structural calculatio prepared Blazer Industries /Rock M. Shelter dated September 10, 1998 for the equipment shelter. (9 pages) n0. f- G/ not- used We trust that this information is all that you require to approve the building permit and that you will find that all code requirements are met for the project. Airtouch is anxious to complete the construction of all the work required for the placement of the equipment shelter on the roof before it is approved by the state and delivered to the site. If you need any additional information please contact me at you earliest convenience. Otherwise we look forward to obtaining approval in the near future. Respectfully, 14ritofr Darrell A. Swanson AIA cc Aiko Vail - AirTouch Mike Mathisen - AirTouch Josh Lonn -TWG 317r5GB2 90 NW Dogwood Street • Issaquah, WA 98027 • (425) 392 -0616 • Fax (425) 392 -1544 Dcrif- 01117 September 22, 1998 Kelcie J. Peterson - Permit Coodinator City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Delivered by ENA Couriers RECEIVED CITY OF TUKWIEA Re: AirTouch Cellular Seattle Mallrats Cellular Telephone Site AirTouch Project Name.: SEAMALLRATS SEP 2 2 1998 Swanson Folio No.: 91317F5 City of Tukwila Development Permit Application No.: D98 -0247 PERMIT CENTER Dear Ms. Peterson: This letter is to confirm that the Swanson Architectural Group is the architect of record for the above noted project. Our role, on behalf of the our client Airtouch Cellular, has been assisting obtaining the documents for the equipment shelter by Blazer Industries, coordinating the structural engineering consultants work for building's support frame, and preparation of documents authored by us. We have had no role in the design and verifying code compliance for the work being performed by anyone outside of the principals or employees of the Swanson Architectural Group. Sincerely, vrOgkee‘i Darrell A. Swanson AIA cc Aiko Vail - AirTouch Mike Mathisen - AirTouch Josh Lonn -TWG 317FSGD3 90 NW Dogwood Street • Issaquah, WA 98027 • (425) 392 -0616 • Fax (425) 392 -1544 iYO2J-17 September 11, 1998 INDUSTRIES, Inc. Mr. Darrell Swanson • .Swanson Architectural Group 90 NW Dogwood Street . Issaquah; WA 98027. Instant Buildings • • CCB #0050106. RECEIVED CITY OF TUKWIL:A S E P .22 2 1998 PERMIT CENTER RE: EQUIPMENT SHELTER FOR AIRTOUCH CELLULAR (City of Tukwila). The 12' x .24' : equipment shelter, factory built by Blazer Industries, • Inc. for. AirTouch Cellular will have a Washington. Gold Label affixed on the building.. This label ensures that the building has met all the code requirements from the • . State of Washington, Department of Labor and Industries, •Building .Codes Section. If you have any questions or if I can be of any further assistance,_. please contact either Richard Rogers or myself at (503) 749 -1900. John Roth Plan Review • 46. 702* 945 Olney Street • . P.O. Box •1 .. m , Aumsville OR 97325-0489 • • (503) 749 =1900 Manufacturers of Relocatable and Modular. Buildings . . • NOTIFICATI.ON TO Department of Laborkand Industries CONSTRUCTION COMPLIANCE SEGTIONIO 0 3 PO Box 44430 C Olympia WA 98504-4430 The Factory -Built unit identified below-requires completion work at the site- as specified. //90 2 l8 1 LOCAL ENFORCEMENT AGENCY Date 09/16/98 M 106 Mfg Blazer Industries Submitted to Dept. of L & I by manufacturer in single copy Owners name Airtouch Installation address 16400 Southcenter Parkway City Tukwila 98 -Z700a1 no. Dept serial no. Type of construction VN Occupancy B ETA at site Installation site is in: State WA city ZIP +4 98188 LiCounty County King Phone number DESCRIBE ITEMS REQUIRING COMPLETION WORK AT THE SITE .T O LABOR R (ES To: To: STATE OF WASHINGTOS FPSP AICW f. CT101 APPROVED Bldg Official 6300 South Center Blvd Bldg Official 6300 South Center Ivd NOV 0 3 1998 Tukwila WA 98188 Adjacent accessible restrooms Tukwila WA 98188 Electrical service connection- Connection to building RECEIVED CITY OF TUKWILA NOV 251998 s am; Off °Ir.o Phone: (8 am to 5 pm) So 3 318 -' o& Date It / M it facture s 'Nature • ► A PERMIT CENTER For Dept. Recd File Fee By Use ONLY / / $ F623- 013 -000 notification to local enforcement agency 7 -93 White - Olympia office Canary - Building official Pink - Inspector Goldenrod - Manufacturer ( City of Tukwila John W. Rants, Mayor August 3, 1998 Department of Community Development Steve Lancaster, Director Mr. Darrell Swanson Swanson Architectural Group 16 Front St North Issaquah, Washington 98004 Dear Mr. Swanson: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D98 -0247 Airtouch Cellular 16400 Southcenter Py 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 comments from the Building Division. At this time the Fire Department, Planning Division and the Public Works Department 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. Kelcie J. Peterson Permit Coordinator Enclosures File: D98 -0247 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: 31 July, 1998 PROJECT NAME: AIRTOUCH CELLULAR PLAN CHECK NO: D98 -0247 PLAN REVIEWER: Contact Bob Benedicto at (206) 431 -3670 if you have questions regarding the following comments. 1. The architect or engineer of record is tasked with specific responsibilities under UBC 106.3.4.1. Please confirm (in writing) the individual who will serve in this capacity for this project. 2. The plans indicate that the new equipment shelter has been designed by the supplier. Provide drawings with a notation by the architect or engineer of record on each sheet. The notation must state that these submittal documents have been reviewed and have been found to be in general conformance with the design of the building. 3. Additional information is required for review of the equipment shelter building as follows: I. Show compliance with the provisions of UBC 1511.4 II. Provide construction documents with the seal & signature of the design professional responsible for the structural design. III. Provide structural calculations for the equipment shelter building. Calculations to include the seal & signature of the design professional responsible for preparing said calculations. End - initial review comments R.S.B. July 21, 1998 City of Tukwila Department of Community Development Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Airtouch Cellular (D98 -0247) Dear Mr. Swanson: John W. Rants, Mayor Steve Lancaster, Director Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at 206 -431 -3671. Sincerely, Brenda Holt Permit Technician end xc: D98 -0247 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 July 14, 1998 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Re: AirTouch Cellular Seattle Mallrats Cellular Telephone Site AirTouch Project Name.: SEAMALLRATS Swanson Folio No.: 91317F5 Building Permit Plans Examiner: Attached please find the following documents for building permit submittal for the above cellular telephone communication site. The project includes placement of a pre- manufactured building and antennas on a custom - designed structural frame on the roof of the existing building Please note that the building is pre - manufactured and should be delivered to the job site with Washington State Labor and Industries Certification Drawings included with this submittal are for your information only. The valuation of new construction is approximately $38,500. 1. One copy of City of Tukwila Building Permit Application. (1 Page) 2. One copy of City of Tukwila Notice of Decision for CUP (dated June 26, 1998). 3. Four copies of site plan & miscellaneous drawings (A -1, A -2, A -3, A -4, S -1) prepared by Swanson Architectural Group and J. Clark Johnson Engineers to accompany the Building Permit Application. (5 drawings) 4. Four copies of Drawings 1, 2, 3, 4, and 5 prepared by Blazer Industries / ROHN for the pre - manufactured building. 5. Four copies of structural calculations prepared by J. Clark Johnson Engineers dated June 12, 1997. (9 pages) 6. Check written by Swanson Architectural Group for $346.22 for the Building Permit Submittal. This amount was calculated by Brenda on July 13, 1998 based on the above -noted valuation. We trust that this information is all that you require. Thank you for your consideration on this matter and we look forward to your favorable reply. Sincerely, Darrell A. Swanson AIA cc Aiko Vail - AirTouch Mike Mathisen - AirTouch Josh Lonn -TWG 317F5GB 1. 16 Front Street North • Issaquah, WA 98027 • (425) 392 -0616 • Fax (425) 392 -1544 ii OF TUED CITY OF TUKWILA. JUL 1 it 1998 Dq6490*1 PERMIT CENTER To: ..., .........�..n.a.....rr..00u:I'r :ark: City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF DECISION June 26, 1998 • Airtouch Cellular (applicant) • Sunray Investments (owner) • King County Assessor, Accounting Division • Parties of record (See Attached) This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170. At their June 26, 1998 hearing, the Planning Commission approved the applicant's request for a Personal Communications System (PCS) Base Station comprised of 8 antennae affixed to an existing rooftop, with adjacent operating equipment located in a 288 square foot structure on the rooftop of the building. The Planning Commission approved the Conditional Use Permit with the condition that the antennae and equipment building be painted to match the building, as approved by the Director of Community Development. Attached to this document is the approved site plan and elevations. PROJECT BACKGROUND a. Project file number: L98 -0023 b. The name of the applicant who is also the current property owner(s): Sunray Investments c. Project Description: Textual description as well as 8.5" x 11" site plans, building elevations and other appropriate characteristics. Application to install a Personal Communication Systems (PCS) Base Station, comprised of 8 antennae affixed to the rooftop of an existing building. The application also includes approval of a 288 square foot structure to house related operating equipment. 0-coio RECEIVED CITY OF TUKWILA JUL 1 4 1998 PERMIT CENTER 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 June 26, 1998 Notice of Decision L98 -0023 - Airtouch Cellular / 16400 Southcenter Parkway d. Project location: 16400 Southcenter Parkway, Tukwila, WA 98168 e. The permits submitted concurrently with this application: None f. Environmental threshold determination (if any): Exempt Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. g. h. Administrative appeals for the various permit Types are discussed below. The period for administrative appeals is 14 days, starting from the issuance of this Notice of Decision. The administrative body hearing the appeal is the City Council. All appeal materials shall be submitted to the Department of Community Development. Appeal materials shall contain: 1. The name of the appealing party, 2. The address and phone number of the appealing party, and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to received notices on the appealing party's behalf, and 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed, the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Project materials including the application, any staff reports, and other studies related to the permit(s) are available for inspection at the Tukwila Dept. of Community Development; 6300 Southcenter Blvd.; Suite 100; Tukwila, WA; from Monday through Friday, between 8:30 AM to 5:00 PM. The project planner is Michael Jenkins, who may be contacted at 206 - 431 -3685 for further information. June 26, 1998. Notice of Decision L98 -0023 - Airtouch Cellular / 16400 Southcenter Parkway Parties of Record Josh Lonn The Walter Group 120 Lakeside Ave., Suite 310 Seattle, WA 98122 [Sheets T, A -1, A -2, A -3, A -4 of Option 2 11" x 17" Not Attached] PLAN R�/ TING 11.IP ACTIVITY NUMBER: D98 -0247 DATE: 9 -22 -98 PROJECT NAME: AIRTOUCH CELLULAR Original Plan Submittal Response to Incomplete Letter Xx Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Bui�di Division J •q Iic 10' orks 15 AI JJ g OA- '1 *-'1 Fire Pre ntion Planning Dvision ' krgP it Coordinator III DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete n Comments: DUE DATE: 9 -24 -98 Not Applicable TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 10 -22 -98 Approved Approved with Conditio REVIEWERS INITIALS: Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR- ROUTE.DOC 6/98 Wrnuf Cca. PLAN REVIEW /ROUTI'G SLIP ACTIVITY NUMBER: D98 -0247 DATE: 7 -14 -98 PROJECT NAME: AIRTOUCH CELLULAR XX Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # Revision After Permit Is Issued DEPARTMENTS: Building Division `IX P blic.W rks 'OS F'rvention uctural vV1� Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 7 -16 -98 Complete n Comments: Incomplete Not Applicable TUES /THURS ROUTING: Please Route No further Review Required Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: n DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n (L.) r '(j16.4- , Approved with Conditions REVIEWERS INITIALS: _. c; ffip DUE DATE: 8 -13 -98 Not Approved (attach comments) n DATE: CORRECTION DETERMINATION: DUE DATE: Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWERS INITIALS: DATE: \PR•ROUTE.000 6/98 CITY OF TUKW ILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DATE: ! ' PLAN CHECK/PERMIT NUMBER: Doi OZ- J 7 PROJECT NAME: A C(jcf PROJECT ADDRESS: / L /OO `-fin /i kr CONTACT PERSON: bcael autz.n o i PHONE: �'���� 3C1 -o (h ( l' REVISION SUMMARY: SHEET NUMBER(S) i� I L e "Cloud" or highlight all a?easiof revisions and date revisions. SUBMITTED TO: RheblVED CITY OF TUKWILA SEP 2 2 998 PERMIT CENTER 3/19/96 City of Tukwila Fire Department Fire Department Review Control #D98-0247 (510) John W Rants, Mayor Thomas P. Keefe, Fire Chief July 21, 1998 Re: Air Touch Cellular — 16400 Southcenter Parkway Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for . your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1-6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 c City of Tukwila Fire Department Page number 2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) 4. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number 4 John W Rants, Mayor Thomas P. Keefe, Fin' Chief Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 5(� The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Nov 05 98 09:50a Post-It' Fax Note 425- 339 -2366 p.1 C; co 5f; 04 CO H t 5. : W -ot at E► oval. Qtr 1)li 4 4 U C AF Touch Cellular Construction Department Bellevue, Wa&F1<nptcn 99009 BITE ALPHA NO • DATE IBS= AS Plan Review (PRELIMINARY) 06 FEB 98. 17 FEB 98 For Owner and Enghserino Approval REVISIONS 10 APR 98 Zanhg- Special Use Permit Application 14 JUL 98 Construction Permit ABBIIOOtion Issued for Zonha /Conetructicn Issued for Construction issued Zoning & Construction Permit 5 . As Bult Record Set unde that the Plan Cnt.:* ,p Y:: , alS ate s��o {ecttoet • te r f vllprovaloi Tuns does n, ,,. of any adopted cndt , :' Oi con tra::or S[:. ,... 'rtvled9sd. 1 ' 71G7t# ..fir ii -- Dare nt FILE COP' SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL D BECTR'.CAL 0 PUJMB :t'. 0 GAS P.o CTTY OF BUILDING C. JRTOUCH Cellular SEAMALLRATS TUKWILA, WASHINGTON ABBREVIATIONS AND SYMBOLS Eli ACCESS DOOR MFR. MANUFACTURER ADJ. ADJUSTABLE MIN. - aINIMUM ALUM. ALUMINUM JTG MOUNTING APPROX. APPROXIMATE MIL METAL AWG AMERICAN WARE GAUGE MGR. MANAGER BILK BLOCKING N.I.C. NOT IN CONTRACT on O BASE MOBILE RADIO N.T.S. NOT TO SCALE BIS BASE TRANMISOON STATION O.C. ON CENTER CAB. CABINET OPP. OPPOSITE CCA CABLE COVER ASSEMBLY PT PAINT CLG. UJUNG PR. PAR CONC. CONCRETE SCHD. SCHEDULE CONT. CONTINUOUS S.F. SQUARE FOOT 1XA DIAMETER SHT. SHEET DWG DRAWING SIN. SIMILAR EA EACH ' STL STEEL ELEC. ELECTRICAL. SUSP. SUSPENDED EQ EQUAL S.V. SHEET VINYL ESOP. EQUIPMENT TEL TEMPERED GLASS EXIST EXISTING RIND TINNED EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.F. FINISHED FLOOR T.O.M. TOP OF MASONRY GA GALS TYP. TYPICAL GALV. GALVANIZED U.O.N. UNLESS OTHEnAWSE NOTED GBX GYPSUM BOARD TYPE 'X' V.I.F. VERIFY IN FIELD G.C. GENERAL CONTRACTOR V.T. VINYL THE UPS GLOBAL POSITION STATION WOW. WINDOW (END GROUND W.W.F. WELDED WIRE FABRIC GYP. BD. GYPSUM BOARD W/ WITH HARD'VO 1'.''YDWGO1 & AND INC. INTERIOR O AT MAX. MAXIMUM Kai NE: HAN1CAL Aft DETAIL NUMBER GENERAL CROSS REFERENCING SHEET NUMBER KEYED NOTE ELEVASSN SECTION DETAIL CODE DATA 1. SIZE OF PROJECT SITE: FOR EQUIPMENT AND COWER FOR ACCESS EASEMENT TOTAL 2. EXISTING ZONING OF SITE BC 3. PREVIOUS PERMITS: CONDITIONAL USE PERMIT L98 -0023 4. VALUAT OF PROJECT: ESTIMATED CONSTRUCTION COST: SITE WORK, ACCESS & FENCE ANTENNA SUPPORT STRUC. TOTAL 5. PARKING STALLS: USE EXISTING 6. DESIGN ATED N /A SENSITIVE AREAS: 7. PROPOSED USE- COMMUNICATIONS FACILITY 8. EXISTING BUILDINGS ON SITE: 9. BREAKDOWN OF USES: COMMUNICATIONS FACILITY 10. UBC OCCUPANCY OF NEW EQUIPMENT BUILDING: 11. CODE USED FOR THIS WORK: 1997 UBC 12. FIRE PROTECTION: N/A 13. ENERGY CODE COMPLIANCE: N/A 14, VEND DESIGN EXPOSURE: 80 MPH, EXP. B 15. SOIL BEARING CAPACITY: 16. FIRE PROTECTION ENGINEERS STAMP: 17. IMPERVIOUS COVER: T LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., SITUATED IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS • BEGINNING AT THE MONUMENTED INTERSECTION OF THE CENTERUNES OF SOUTHCENTER PARKWAY (57th AVE. S.) AND STRANDER BOULEVARD (S. 164th ST,); THENCE SOUTH 8945'56' EAST ALONG THE MONUMENTED CENTERUNE OF SAID STRANDER BOULEVARD A DISTANCE OF 325.05 FEET; THENCE SOUTH IZ5'S8' EAST, PARALLEL MTH THE MONUMENTED EAST LINE OF SAID SUBBVISIC" I, A DISTANCE OF 30.00 FEET TO AN INTERSECTION WTH THE SOUTH MARGIN OF SAID STRANGER BOULEVARD, AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE CONTINUING SOUTH 025'58' EAST, A DISTANCE OF 350.74 FEET; THENCE NORTH 89'45'58' WEST, PARALLEL NTH SAID CENTERLINE OF STRANDER BOULEVARD, A DISTANCE OF 285.51 FEET TO THE EAST MARGIN OF SAD SOUTHCENTER PARKWAY; THENCE NORTH 05748' NEST ALONG SAID EAST MARGIN, A DISTANCE OF 299.72 FEET TO A PONT OF CURVE; THENCE NORTHERLY AND EASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, SAD CURVE HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 9111'50', A DISTANCE OF 79.58 FEET TO THE SOO, MARGIN OF SAID STRANDER BOULEVARD; THENCE SOUTH 89'45'58 EAST, ALONG SAD SOUTH MARGIN, A DISTANCE OF 237.72 FEET TO THE TRUE PONT OF BEGINNING. THE AFOREMENTIONED MONUMENTATION ESTABLISHED BY THE CITY OF TUKWILA UNDER LID. NO. 13, CONTRACT NO. 2 -68. SHEET 1 OF 19, STREET PLAN AND PROFILE. VICINITY MAP NORTH 0 GENERAL NOTES: 11. 12. 13. 14. 1. AU. CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AID ORDINANCES. 2. FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO ORDERING AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. ANTENNA ROUTING IS SCHEMATIC. CONTRACTOR TO DETERMINE MOST DIRECT ROUTING AS APPROVED BY OWIVER. 4. ALL STEEL. EXPOSED TO WEATHER SHALL BE GALVANIZED. 5. SUPPORT STRUCTURE MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED FOR EACH INSTALLATION SITE IN COMPLIANCE WITH 1997 UBC AND ALL LOCALLY APPLICABLE CODES, WHICHEVER IS MOST RESTRICTIVE. 6. REMOVE ALL BURRS AND BREAK ALL SHARP EDGES 7. WHERE ROOFING IS DISTURBED, RESTORE IN SUCH A MANNER AS TO MAINTAIN WEATHERTIGHTNESS. THE CONTRACTOR SHALL. COORDINATE AU. WORK WITH THEIR ROOFING CONTRACTOR. THE ROOFING CONTRACTOR SHALL BE UCENSED & BONDED AND ALL WORK SHALL BE PERFORMED IN A MANNER SO AS NOT TO VOID ANY EXISTING AANUFACTURER.'S WARRANTIES. 8. REPAIR TO ORIGINAL CONDITION ALL DAMAGED BUILDING COMPONENTS AS A RESULT OF NEW CONSTRUCTION. 9. MAINTAIN FIRE- RATING AT ALL PENETRATIONS. INSTALL AN APPROVED FIRE STOP PER MANUFACTURERS REQUIREMENTS. 10. PANT NEW BUILDING, ANTENNAS, AND AU. NEW EXPOSED SURFACES WITH (1) PRIME COAT AND (2) FINISH COATS TO MATCH EXISTING ADJACENT SURFACES CONFIRM WITH BUILDING OWNER PRIOR TO CONSTRUCTION. PRIOR TO PANTING. OBTNN APPROVAL OF PROPOSED COLOR FROM THE CITY OF TUKWILLA DIRECTOR OF COMMUNITY DELEOPMENT. DO NOT SCALE DRAWINGS. DO NOT CUT STRUCTURAL ELEMENTS WITHOUT PSECII APPROVAL MAKE ALL EXTERIOR PENETRATIONS WEATHERT1GHT. WHERE EXISTING CONSTRUCTION IS CUT OR DISTURBED TO INSTALL NEW WORK, PATCH TO MATCH THE EXISTING ADJOINING MATERIALS & SURFACES. 15. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE WIRELESS COMPANY AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE. HARDWARE SHALL BE STAINLESS STEEL OR AS APPROVED BY WIRELESS COMPANY. 16. THIS DRAWING BY SWANSON ARCHITECTURAL GROUP HAS BEEN PREPARED TO SHOW A GENERAL GUIDEUNE FOR SUPPORTING THE ANTENNAS ON PREMANUFACTURED COMPONENTS. MANUFACTURES PART NUMBERS IF SHOWN, ARE FOR A GENERAL GUIDELINE ONLY. ACTUAL PART NUMBERS SHALL BE CONFIRMED, DESIGNED AND ENGINEERED BY THE MANUFACTUREL OR FABRICATOR. DESIGN AND FABRICATION SHALL BE BY A QUALIFIED FABRICATOR OR MANUFACTURER. DESIGN SHALL MEET ALL APPLICABLE CODES, AND TAKE INTO CONSIDERATION ANTENNAS TO BE PLACED ON THE SUPPORT STRUCTURE WIND LOADS SESMIC LOADS, AND ALL OTHER LOADS AFFECTING THE DESIGN SHALL BE CONSIDERED. 17. SWANSON ARCHITECTURAL DRAWINGS HAVE BEEN PREPARED FROM DRAWINGS PREPARED BY ROBERT BILLSBROUGH PRICE F.ALA. & ASSOC. PROPERTY ONES, BUILDING LOCATIONS ABS OTHER PHYSICAL FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. O PRETE° NAME AFiTOUCH CELLULAR PROPEtTiY OWP6;< APPROVAL SIGINATUFE TIRE DATE O O AIRTOUCH CELLULAR CELLULAR DE910N E:vNBER APPROVAL MINTED NATE 90NATLRRE 7111 E DATE O I CONFIDENT ALANDPROPRIETARY Not for disclosure outside AirTouch Cellular without permission. OWNER: SUNRAYINIESTMENTS MILT RENTERS OF C8 COMMERCIAL 14335 NE 24TH ST., SUITE 202 BELLEVUE, WA 98007 (425) 394 -3374 CONTACT: THE WALTER GROUP KETCH SCHUSTER 120 LAKESIDE AVE, SURE 310 SEATTLE, WA 98122 phone: (206) 328 -0808 ARCHITECT: SWANSON ARCHITECTURAL GROUP DARRELL A. SWANSON 16 FRONT SIKtLT NORTH ISSAQUAH, WA 98027 phone (425) 392 -0616 STRUCTURAL: I CLARK JOHNSON DARREN JOHNSTON 1418 112TH AVE NE BERENIE, WA 98004 phone (425) 454 -7137 ELECTRICAL: phone SITE ADDRESS: 16400 SOUTHCENTER PARKWAY TUKWILA, WA PROJECT DESCRIPTION: INSTALLATION OF AN UNMANNED WIRELESS COMMUNICATION FACILTY: CONSISTING OF RADIO EQUIPMENT LOCATED ON ROOF OF EXISTING BUILDING, AND (2) ANTENNA SECTORS WITH A MAXIMUM OF (3) ANTENNAS PER SECTOR. PROJECT INFO: CONSTRUCTION TYPE: OCCUPANCY: NO. OF STORIES TAX PARCEL NO.: BUILDING CODE: JURISOCTIOt ZONING ACREAGE: phone phone D FR (POSTING BUILDING 19?? UBC) B (NEW EQUIPMENT SHELTER) 5 262304- 9021 -05 1997 U80 CITY OF TUKWILA BC DRAWING INDEX T TIRE SHEET AND GENERAL INFORMATION A -1 SITE PLAN A -2 ROOF PLAN A -3 NORTHWEST ELEVATION A -4 NORTHEAST ELEVATION S -1 STRUCTURAL DETAILS 1/2 BLAZER INDUSTRES/ROHN EQUIPMENT SHELTER DRAWING (SEE KEY NOTE O) 3/4 BLAZER INOUSTRES/RON4 EQUIPMENT SHELTER DRAWING (SEE KEY NOTE O) 5 BLAZER INDUSTRIES/ROHN EQUIPMENT SHELTER DRAWING (SEE KEY NOTE OA ) PERMIT APPROVAL AREA Cnn TON. [u. C. at �t ,,_ Ft i Inns±:: : ,.,c��E:f • APPLICANT: AIRTOUCH CEULUTAR CHRIS MILLER 3550 SOUTHEAST 161st AVE, 1.3223 BELLEVLE, WA 98006 -1329 phone(425) 603 -2147 CONTACT: BLINDING PERMIT APPLICATNXN SWANSON ARCHITECTURAL GROUP DARRELL _ SWANSON 16 FRONT SITOLI NOON ISSAQUAH, WA 98027 phone. (425) 392 -0616 SURVEYOR: LANDSCAPING: phone MECHANICAL: nna. O with Ehr (OIL :0 3 VAC) Den /// 7/ 98 ecmpla r `i E NOV 4 1998 tS. ArNL: a :VlYIUlt 0 Date issued far Design Review Date issued for Zoning Permit Date issued for Prelim. BP Review : Date issued for Building Permit Date issued for Bid Date issued for Construction : I1 FEES 98 :O6 FEB 98 :1O APR GI AIRTOuc Cellular O O a Toll L•n + �DD♦ 4 i A �ilf,s1 v 1 ont S r est North Issaquah W ton 98027 rah 2 t4� 922 -0392 -1544 Q � (4565) 3 616 SEAMALLRATS Project title : AIRTOUCH • PARKWAY PLACE 16400 SOUTHCENTER PARKWAY Sheet title TITLE SHEET AND GENERAL INFORMATION Sheet no. . T 14 JUL 98 :22 SEPT 9E3 0 r RECEIVED, NOV 2 i CODE REC. TO 1997 uec 3 g DAS GEM NOTE 5, PROL WO. a CORSI. TYPE UPDATE FOR 2 4 86N MOM PERINI SMARM @s OPTION j2 ESN NO. DATE By Revisions Seals : SIMI t ' STA E Cr 181111 911981811 1 g DRAWING NOT VALID UNTL SIGNED AND DATED BY DARREIL SWANSON COPTN(GET lees Damn A. Swenson MX 1® YUr1 'I a • I aaan ` ms vvvewe � aw Dar. A. AiiMa, NO.. W say.. v..r : .m,aA sr =. ca,Wnt .. aN Dnd. or. W arc. t bee. o ........l b Na Detest Mils t..a a1nM mat oe net wit a,a.!i,sa DRAWINGS PRINTED ON 11 x17 ARE 50% OF SCALE SHOWN. Folio no. :913I1F5 Date Scale : AS SFIONIN Designed by . Drown by : NH Checked by : DAS Approved by : DA5 U C AF Touch Cellular Construction Department Bellevue, Wa&F1<nptcn 99009 BITE ALPHA NO • DATE IBS= AS Plan Review (PRELIMINARY) 06 FEB 98. 17 FEB 98 For Owner and Enghserino Approval REVISIONS 10 APR 98 Zanhg- Special Use Permit Application 14 JUL 98 Construction Permit ABBIIOOtion Issued for Zonha /Conetructicn Issued for Construction issued Zoning & Construction Permit 5 . As Bult Record Set unde that the Plan Cnt.:* ,p Y:: , alS ate s��o {ecttoet • te r f vllprovaloi Tuns does n, ,,. of any adopted cndt , :' Oi con tra::or S[:. ,... 'rtvled9sd. 1 ' 71G7t# ..fir ii -- Dare nt FILE COP' SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL D BECTR'.CAL 0 PUJMB :t'. 0 GAS P.o CTTY OF BUILDING C. JRTOUCH Cellular SEAMALLRATS TUKWILA, WASHINGTON ABBREVIATIONS AND SYMBOLS Eli ACCESS DOOR MFR. MANUFACTURER ADJ. ADJUSTABLE MIN. - aINIMUM ALUM. ALUMINUM JTG MOUNTING APPROX. APPROXIMATE MIL METAL AWG AMERICAN WARE GAUGE MGR. MANAGER BILK BLOCKING N.I.C. NOT IN CONTRACT on O BASE MOBILE RADIO N.T.S. NOT TO SCALE BIS BASE TRANMISOON STATION O.C. ON CENTER CAB. CABINET OPP. OPPOSITE CCA CABLE COVER ASSEMBLY PT PAINT CLG. UJUNG PR. PAR CONC. CONCRETE SCHD. SCHEDULE CONT. CONTINUOUS S.F. SQUARE FOOT 1XA DIAMETER SHT. SHEET DWG DRAWING SIN. SIMILAR EA EACH ' STL STEEL ELEC. ELECTRICAL. SUSP. SUSPENDED EQ EQUAL S.V. SHEET VINYL ESOP. EQUIPMENT TEL TEMPERED GLASS EXIST EXISTING RIND TINNED EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.F. FINISHED FLOOR T.O.M. TOP OF MASONRY GA GALS TYP. TYPICAL GALV. GALVANIZED U.O.N. UNLESS OTHEnAWSE NOTED GBX GYPSUM BOARD TYPE 'X' V.I.F. VERIFY IN FIELD G.C. GENERAL CONTRACTOR V.T. VINYL THE UPS GLOBAL POSITION STATION WOW. WINDOW (END GROUND W.W.F. WELDED WIRE FABRIC GYP. BD. GYPSUM BOARD W/ WITH HARD'VO 1'.''YDWGO1 & AND INC. INTERIOR O AT MAX. MAXIMUM Kai NE: HAN1CAL Aft DETAIL NUMBER GENERAL CROSS REFERENCING SHEET NUMBER KEYED NOTE ELEVASSN SECTION DETAIL CODE DATA 1. SIZE OF PROJECT SITE: FOR EQUIPMENT AND COWER FOR ACCESS EASEMENT TOTAL 2. EXISTING ZONING OF SITE BC 3. PREVIOUS PERMITS: CONDITIONAL USE PERMIT L98 -0023 4. VALUAT OF PROJECT: ESTIMATED CONSTRUCTION COST: SITE WORK, ACCESS & FENCE ANTENNA SUPPORT STRUC. TOTAL 5. PARKING STALLS: USE EXISTING 6. DESIGN ATED N /A SENSITIVE AREAS: 7. PROPOSED USE- COMMUNICATIONS FACILITY 8. EXISTING BUILDINGS ON SITE: 9. BREAKDOWN OF USES: COMMUNICATIONS FACILITY 10. UBC OCCUPANCY OF NEW EQUIPMENT BUILDING: 11. CODE USED FOR THIS WORK: 1997 UBC 12. FIRE PROTECTION: N/A 13. ENERGY CODE COMPLIANCE: N/A 14, VEND DESIGN EXPOSURE: 80 MPH, EXP. B 15. SOIL BEARING CAPACITY: 16. FIRE PROTECTION ENGINEERS STAMP: 17. IMPERVIOUS COVER: T LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., SITUATED IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS • BEGINNING AT THE MONUMENTED INTERSECTION OF THE CENTERUNES OF SOUTHCENTER PARKWAY (57th AVE. S.) AND STRANDER BOULEVARD (S. 164th ST,); THENCE SOUTH 8945'56' EAST ALONG THE MONUMENTED CENTERUNE OF SAID STRANDER BOULEVARD A DISTANCE OF 325.05 FEET; THENCE SOUTH IZ5'S8' EAST, PARALLEL MTH THE MONUMENTED EAST LINE OF SAID SUBBVISIC" I, A DISTANCE OF 30.00 FEET TO AN INTERSECTION WTH THE SOUTH MARGIN OF SAID STRANGER BOULEVARD, AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE CONTINUING SOUTH 025'58' EAST, A DISTANCE OF 350.74 FEET; THENCE NORTH 89'45'58' WEST, PARALLEL NTH SAID CENTERLINE OF STRANDER BOULEVARD, A DISTANCE OF 285.51 FEET TO THE EAST MARGIN OF SAD SOUTHCENTER PARKWAY; THENCE NORTH 05748' NEST ALONG SAID EAST MARGIN, A DISTANCE OF 299.72 FEET TO A PONT OF CURVE; THENCE NORTHERLY AND EASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, SAD CURVE HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 9111'50', A DISTANCE OF 79.58 FEET TO THE SOO, MARGIN OF SAID STRANDER BOULEVARD; THENCE SOUTH 89'45'58 EAST, ALONG SAD SOUTH MARGIN, A DISTANCE OF 237.72 FEET TO THE TRUE PONT OF BEGINNING. THE AFOREMENTIONED MONUMENTATION ESTABLISHED BY THE CITY OF TUKWILA UNDER LID. NO. 13, CONTRACT NO. 2 -68. SHEET 1 OF 19, STREET PLAN AND PROFILE. VICINITY MAP NORTH 0 GENERAL NOTES: 11. 12. 13. 14. 1. AU. CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AID ORDINANCES. 2. FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO ORDERING AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. ANTENNA ROUTING IS SCHEMATIC. CONTRACTOR TO DETERMINE MOST DIRECT ROUTING AS APPROVED BY OWIVER. 4. ALL STEEL. EXPOSED TO WEATHER SHALL BE GALVANIZED. 5. SUPPORT STRUCTURE MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED FOR EACH INSTALLATION SITE IN COMPLIANCE WITH 1997 UBC AND ALL LOCALLY APPLICABLE CODES, WHICHEVER IS MOST RESTRICTIVE. 6. REMOVE ALL BURRS AND BREAK ALL SHARP EDGES 7. WHERE ROOFING IS DISTURBED, RESTORE IN SUCH A MANNER AS TO MAINTAIN WEATHERTIGHTNESS. THE CONTRACTOR SHALL. COORDINATE AU. WORK WITH THEIR ROOFING CONTRACTOR. THE ROOFING CONTRACTOR SHALL BE UCENSED & BONDED AND ALL WORK SHALL BE PERFORMED IN A MANNER SO AS NOT TO VOID ANY EXISTING AANUFACTURER.'S WARRANTIES. 8. REPAIR TO ORIGINAL CONDITION ALL DAMAGED BUILDING COMPONENTS AS A RESULT OF NEW CONSTRUCTION. 9. MAINTAIN FIRE- RATING AT ALL PENETRATIONS. INSTALL AN APPROVED FIRE STOP PER MANUFACTURERS REQUIREMENTS. 10. PANT NEW BUILDING, ANTENNAS, AND AU. NEW EXPOSED SURFACES WITH (1) PRIME COAT AND (2) FINISH COATS TO MATCH EXISTING ADJACENT SURFACES CONFIRM WITH BUILDING OWNER PRIOR TO CONSTRUCTION. PRIOR TO PANTING. OBTNN APPROVAL OF PROPOSED COLOR FROM THE CITY OF TUKWILLA DIRECTOR OF COMMUNITY DELEOPMENT. DO NOT SCALE DRAWINGS. DO NOT CUT STRUCTURAL ELEMENTS WITHOUT PSECII APPROVAL MAKE ALL EXTERIOR PENETRATIONS WEATHERT1GHT. WHERE EXISTING CONSTRUCTION IS CUT OR DISTURBED TO INSTALL NEW WORK, PATCH TO MATCH THE EXISTING ADJOINING MATERIALS & SURFACES. 15. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE WIRELESS COMPANY AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE. HARDWARE SHALL BE STAINLESS STEEL OR AS APPROVED BY WIRELESS COMPANY. 16. THIS DRAWING BY SWANSON ARCHITECTURAL GROUP HAS BEEN PREPARED TO SHOW A GENERAL GUIDEUNE FOR SUPPORTING THE ANTENNAS ON PREMANUFACTURED COMPONENTS. MANUFACTURES PART NUMBERS IF SHOWN, ARE FOR A GENERAL GUIDELINE ONLY. ACTUAL PART NUMBERS SHALL BE CONFIRMED, DESIGNED AND ENGINEERED BY THE MANUFACTUREL OR FABRICATOR. DESIGN AND FABRICATION SHALL BE BY A QUALIFIED FABRICATOR OR MANUFACTURER. DESIGN SHALL MEET ALL APPLICABLE CODES, AND TAKE INTO CONSIDERATION ANTENNAS TO BE PLACED ON THE SUPPORT STRUCTURE WIND LOADS SESMIC LOADS, AND ALL OTHER LOADS AFFECTING THE DESIGN SHALL BE CONSIDERED. 17. SWANSON ARCHITECTURAL DRAWINGS HAVE BEEN PREPARED FROM DRAWINGS PREPARED BY ROBERT BILLSBROUGH PRICE F.ALA. & ASSOC. PROPERTY ONES, BUILDING LOCATIONS ABS OTHER PHYSICAL FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. O PRETE° NAME AFiTOUCH CELLULAR PROPEtTiY OWP6;< APPROVAL SIGINATUFE TIRE DATE O O AIRTOUCH CELLULAR CELLULAR DE910N E:vNBER APPROVAL MINTED NATE 90NATLRRE 7111 E DATE O I CONFIDENT ALANDPROPRIETARY Not for disclosure outside AirTouch Cellular without permission. OWNER: SUNRAYINIESTMENTS MILT RENTERS OF C8 COMMERCIAL 14335 NE 24TH ST., SUITE 202 BELLEVUE, WA 98007 (425) 394 -3374 CONTACT: THE WALTER GROUP KETCH SCHUSTER 120 LAKESIDE AVE, SURE 310 SEATTLE, WA 98122 phone: (206) 328 -0808 ARCHITECT: SWANSON ARCHITECTURAL GROUP DARRELL A. SWANSON 16 FRONT SIKtLT NORTH ISSAQUAH, WA 98027 phone (425) 392 -0616 STRUCTURAL: I CLARK JOHNSON DARREN JOHNSTON 1418 112TH AVE NE BERENIE, WA 98004 phone (425) 454 -7137 ELECTRICAL: phone SITE ADDRESS: 16400 SOUTHCENTER PARKWAY TUKWILA, WA PROJECT DESCRIPTION: INSTALLATION OF AN UNMANNED WIRELESS COMMUNICATION FACILTY: CONSISTING OF RADIO EQUIPMENT LOCATED ON ROOF OF EXISTING BUILDING, AND (2) ANTENNA SECTORS WITH A MAXIMUM OF (3) ANTENNAS PER SECTOR. PROJECT INFO: CONSTRUCTION TYPE: OCCUPANCY: NO. OF STORIES TAX PARCEL NO.: BUILDING CODE: JURISOCTIOt ZONING ACREAGE: phone phone D FR (POSTING BUILDING 19?? UBC) B (NEW EQUIPMENT SHELTER) 5 262304- 9021 -05 1997 U80 CITY OF TUKWILA BC DRAWING INDEX T TIRE SHEET AND GENERAL INFORMATION A -1 SITE PLAN A -2 ROOF PLAN A -3 NORTHWEST ELEVATION A -4 NORTHEAST ELEVATION S -1 STRUCTURAL DETAILS 1/2 BLAZER INDUSTRES/ROHN EQUIPMENT SHELTER DRAWING (SEE KEY NOTE O) 3/4 BLAZER INOUSTRES/RON4 EQUIPMENT SHELTER DRAWING (SEE KEY NOTE O) 5 BLAZER INDUSTRIES/ROHN EQUIPMENT SHELTER DRAWING (SEE KEY NOTE OA ) PERMIT APPROVAL AREA Cnn TON. [u. C. at �t ,,_ Ft i Inns±:: : ,.,c��E:f • APPLICANT: AIRTOUCH CEULUTAR CHRIS MILLER 3550 SOUTHEAST 161st AVE, 1.3223 BELLEVLE, WA 98006 -1329 phone(425) 603 -2147 CONTACT: BLINDING PERMIT APPLICATNXN SWANSON ARCHITECTURAL GROUP DARRELL _ SWANSON 16 FRONT SITOLI NOON ISSAQUAH, WA 98027 phone. (425) 392 -0616 SURVEYOR: LANDSCAPING: phone MECHANICAL: nna. O with Ehr (OIL :0 3 VAC) Den /// 7/ 98 ecmpla r `i E NOV 4 1998 tS. ArNL: a :VlYIUlt 0 Date issued far Design Review Date issued for Zoning Permit Date issued for Prelim. BP Review : Date issued for Building Permit Date issued for Bid Date issued for Construction : I1 FEES 98 :O6 FEB 98 :1O APR GI AIRTOuc Cellular O O a Toll L•n + �DD♦ 4 i A �ilf,s1 v 1 ont S r est North Issaquah W ton 98027 rah 2 t4� 922 -0392 -1544 Q � (4565) 3 616 SEAMALLRATS Project title : AIRTOUCH • PARKWAY PLACE 16400 SOUTHCENTER PARKWAY Sheet title TITLE SHEET AND GENERAL INFORMATION Sheet no. . T 14 JUL 98 :22 SEPT 9E3 0 r RECEIVED, NOV 2 i unde that the Plan Cnt.:* ,p Y:: , alS ate s��o {ecttoet • te r f vllprovaloi Tuns does n, ,,. of any adopted cndt , :' Oi con tra::or S[:. ,... 'rtvled9sd. 1 ' 71G7t# ..fir ii -- Dare nt FILE COP' SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL D BECTR'.CAL 0 PUJMB :t'. 0 GAS P.o CTTY OF BUILDING C. JRTOUCH Cellular SEAMALLRATS TUKWILA, WASHINGTON ABBREVIATIONS AND SYMBOLS Eli ACCESS DOOR MFR. MANUFACTURER ADJ. ADJUSTABLE MIN. - aINIMUM ALUM. ALUMINUM JTG MOUNTING APPROX. APPROXIMATE MIL METAL AWG AMERICAN WARE GAUGE MGR. MANAGER BILK BLOCKING N.I.C. NOT IN CONTRACT on O BASE MOBILE RADIO N.T.S. NOT TO SCALE BIS BASE TRANMISOON STATION O.C. ON CENTER CAB. CABINET OPP. OPPOSITE CCA CABLE COVER ASSEMBLY PT PAINT CLG. UJUNG PR. PAR CONC. CONCRETE SCHD. SCHEDULE CONT. CONTINUOUS S.F. SQUARE FOOT 1XA DIAMETER SHT. SHEET DWG DRAWING SIN. SIMILAR EA EACH ' STL STEEL ELEC. ELECTRICAL. SUSP. SUSPENDED EQ EQUAL S.V. SHEET VINYL ESOP. EQUIPMENT TEL TEMPERED GLASS EXIST EXISTING RIND TINNED EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.F. FINISHED FLOOR T.O.M. TOP OF MASONRY GA GALS TYP. TYPICAL GALV. GALVANIZED U.O.N. UNLESS OTHEnAWSE NOTED GBX GYPSUM BOARD TYPE 'X' V.I.F. VERIFY IN FIELD G.C. GENERAL CONTRACTOR V.T. VINYL THE UPS GLOBAL POSITION STATION WOW. WINDOW (END GROUND W.W.F. WELDED WIRE FABRIC GYP. BD. GYPSUM BOARD W/ WITH HARD'VO 1'.''YDWGO1 & AND INC. INTERIOR O AT MAX. MAXIMUM Kai NE: HAN1CAL Aft DETAIL NUMBER GENERAL CROSS REFERENCING SHEET NUMBER KEYED NOTE ELEVASSN SECTION DETAIL CODE DATA 1. SIZE OF PROJECT SITE: FOR EQUIPMENT AND COWER FOR ACCESS EASEMENT TOTAL 2. EXISTING ZONING OF SITE BC 3. PREVIOUS PERMITS: CONDITIONAL USE PERMIT L98 -0023 4. VALUAT OF PROJECT: ESTIMATED CONSTRUCTION COST: SITE WORK, ACCESS & FENCE ANTENNA SUPPORT STRUC. TOTAL 5. PARKING STALLS: USE EXISTING 6. DESIGN ATED N /A SENSITIVE AREAS: 7. PROPOSED USE- COMMUNICATIONS FACILITY 8. EXISTING BUILDINGS ON SITE: 9. BREAKDOWN OF USES: COMMUNICATIONS FACILITY 10. UBC OCCUPANCY OF NEW EQUIPMENT BUILDING: 11. CODE USED FOR THIS WORK: 1997 UBC 12. FIRE PROTECTION: N/A 13. ENERGY CODE COMPLIANCE: N/A 14, VEND DESIGN EXPOSURE: 80 MPH, EXP. B 15. SOIL BEARING CAPACITY: 16. FIRE PROTECTION ENGINEERS STAMP: 17. IMPERVIOUS COVER: T LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., SITUATED IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS • BEGINNING AT THE MONUMENTED INTERSECTION OF THE CENTERUNES OF SOUTHCENTER PARKWAY (57th AVE. S.) AND STRANDER BOULEVARD (S. 164th ST,); THENCE SOUTH 8945'56' EAST ALONG THE MONUMENTED CENTERUNE OF SAID STRANDER BOULEVARD A DISTANCE OF 325.05 FEET; THENCE SOUTH IZ5'S8' EAST, PARALLEL MTH THE MONUMENTED EAST LINE OF SAID SUBBVISIC" I, A DISTANCE OF 30.00 FEET TO AN INTERSECTION WTH THE SOUTH MARGIN OF SAID STRANGER BOULEVARD, AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT; THENCE CONTINUING SOUTH 025'58' EAST, A DISTANCE OF 350.74 FEET; THENCE NORTH 89'45'58' WEST, PARALLEL NTH SAID CENTERLINE OF STRANDER BOULEVARD, A DISTANCE OF 285.51 FEET TO THE EAST MARGIN OF SAD SOUTHCENTER PARKWAY; THENCE NORTH 05748' NEST ALONG SAID EAST MARGIN, A DISTANCE OF 299.72 FEET TO A PONT OF CURVE; THENCE NORTHERLY AND EASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, SAD CURVE HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 9111'50', A DISTANCE OF 79.58 FEET TO THE SOO, MARGIN OF SAID STRANDER BOULEVARD; THENCE SOUTH 89'45'58 EAST, ALONG SAD SOUTH MARGIN, A DISTANCE OF 237.72 FEET TO THE TRUE PONT OF BEGINNING. THE AFOREMENTIONED MONUMENTATION ESTABLISHED BY THE CITY OF TUKWILA UNDER LID. NO. 13, CONTRACT NO. 2 -68. SHEET 1 OF 19, STREET PLAN AND PROFILE. VICINITY MAP NORTH 0 GENERAL NOTES: 11. 12. 13. 14. 1. AU. CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AID ORDINANCES. 2. FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO ORDERING AND BEGINNING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 3. ANTENNA ROUTING IS SCHEMATIC. CONTRACTOR TO DETERMINE MOST DIRECT ROUTING AS APPROVED BY OWIVER. 4. ALL STEEL. EXPOSED TO WEATHER SHALL BE GALVANIZED. 5. SUPPORT STRUCTURE MECHANICAL, AND ELECTRICAL SYSTEMS SHALL BE DESIGNED FOR EACH INSTALLATION SITE IN COMPLIANCE WITH 1997 UBC AND ALL LOCALLY APPLICABLE CODES, WHICHEVER IS MOST RESTRICTIVE. 6. REMOVE ALL BURRS AND BREAK ALL SHARP EDGES 7. WHERE ROOFING IS DISTURBED, RESTORE IN SUCH A MANNER AS TO MAINTAIN WEATHERTIGHTNESS. THE CONTRACTOR SHALL. COORDINATE AU. WORK WITH THEIR ROOFING CONTRACTOR. THE ROOFING CONTRACTOR SHALL BE UCENSED & BONDED AND ALL WORK SHALL BE PERFORMED IN A MANNER SO AS NOT TO VOID ANY EXISTING AANUFACTURER.'S WARRANTIES. 8. REPAIR TO ORIGINAL CONDITION ALL DAMAGED BUILDING COMPONENTS AS A RESULT OF NEW CONSTRUCTION. 9. MAINTAIN FIRE- RATING AT ALL PENETRATIONS. INSTALL AN APPROVED FIRE STOP PER MANUFACTURERS REQUIREMENTS. 10. PANT NEW BUILDING, ANTENNAS, AND AU. NEW EXPOSED SURFACES WITH (1) PRIME COAT AND (2) FINISH COATS TO MATCH EXISTING ADJACENT SURFACES CONFIRM WITH BUILDING OWNER PRIOR TO CONSTRUCTION. PRIOR TO PANTING. OBTNN APPROVAL OF PROPOSED COLOR FROM THE CITY OF TUKWILLA DIRECTOR OF COMMUNITY DELEOPMENT. DO NOT SCALE DRAWINGS. DO NOT CUT STRUCTURAL ELEMENTS WITHOUT PSECII APPROVAL MAKE ALL EXTERIOR PENETRATIONS WEATHERT1GHT. WHERE EXISTING CONSTRUCTION IS CUT OR DISTURBED TO INSTALL NEW WORK, PATCH TO MATCH THE EXISTING ADJOINING MATERIALS & SURFACES. 15. ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL BE AS SPECIFIED BY THE WIRELESS COMPANY AND IS NOT INCLUDED IN THESE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL FURNISH ALL CONNECTION HARDWARE. HARDWARE SHALL BE STAINLESS STEEL OR AS APPROVED BY WIRELESS COMPANY. 16. THIS DRAWING BY SWANSON ARCHITECTURAL GROUP HAS BEEN PREPARED TO SHOW A GENERAL GUIDEUNE FOR SUPPORTING THE ANTENNAS ON PREMANUFACTURED COMPONENTS. MANUFACTURES PART NUMBERS IF SHOWN, ARE FOR A GENERAL GUIDELINE ONLY. ACTUAL PART NUMBERS SHALL BE CONFIRMED, DESIGNED AND ENGINEERED BY THE MANUFACTUREL OR FABRICATOR. DESIGN AND FABRICATION SHALL BE BY A QUALIFIED FABRICATOR OR MANUFACTURER. DESIGN SHALL MEET ALL APPLICABLE CODES, AND TAKE INTO CONSIDERATION ANTENNAS TO BE PLACED ON THE SUPPORT STRUCTURE WIND LOADS SESMIC LOADS, AND ALL OTHER LOADS AFFECTING THE DESIGN SHALL BE CONSIDERED. 17. SWANSON ARCHITECTURAL DRAWINGS HAVE BEEN PREPARED FROM DRAWINGS PREPARED BY ROBERT BILLSBROUGH PRICE F.ALA. & ASSOC. PROPERTY ONES, BUILDING LOCATIONS ABS OTHER PHYSICAL FEATURES SHALL BE VERIFIED PRIOR TO CONSTRUCTION. O PRETE° NAME AFiTOUCH CELLULAR PROPEtTiY OWP6;< APPROVAL SIGINATUFE TIRE DATE O O AIRTOUCH CELLULAR CELLULAR DE910N E:vNBER APPROVAL MINTED NATE 90NATLRRE 7111 E DATE O I CONFIDENT ALANDPROPRIETARY Not for disclosure outside AirTouch Cellular without permission. OWNER: SUNRAYINIESTMENTS MILT RENTERS OF C8 COMMERCIAL 14335 NE 24TH ST., SUITE 202 BELLEVUE, WA 98007 (425) 394 -3374 CONTACT: THE WALTER GROUP KETCH SCHUSTER 120 LAKESIDE AVE, SURE 310 SEATTLE, WA 98122 phone: (206) 328 -0808 ARCHITECT: SWANSON ARCHITECTURAL GROUP DARRELL A. SWANSON 16 FRONT SIKtLT NORTH ISSAQUAH, WA 98027 phone (425) 392 -0616 STRUCTURAL: I CLARK JOHNSON DARREN JOHNSTON 1418 112TH AVE NE BERENIE, WA 98004 phone (425) 454 -7137 ELECTRICAL: phone SITE ADDRESS: 16400 SOUTHCENTER PARKWAY TUKWILA, WA PROJECT DESCRIPTION: INSTALLATION OF AN UNMANNED WIRELESS COMMUNICATION FACILTY: CONSISTING OF RADIO EQUIPMENT LOCATED ON ROOF OF EXISTING BUILDING, AND (2) ANTENNA SECTORS WITH A MAXIMUM OF (3) ANTENNAS PER SECTOR. PROJECT INFO: CONSTRUCTION TYPE: OCCUPANCY: NO. OF STORIES TAX PARCEL NO.: BUILDING CODE: JURISOCTIOt ZONING ACREAGE: phone phone D FR (POSTING BUILDING 19?? UBC) B (NEW EQUIPMENT SHELTER) 5 262304- 9021 -05 1997 U80 CITY OF TUKWILA BC DRAWING INDEX T TIRE SHEET AND GENERAL INFORMATION A -1 SITE PLAN A -2 ROOF PLAN A -3 NORTHWEST ELEVATION A -4 NORTHEAST ELEVATION S -1 STRUCTURAL DETAILS 1/2 BLAZER INDUSTRES/ROHN EQUIPMENT SHELTER DRAWING (SEE KEY NOTE O) 3/4 BLAZER INOUSTRES/RON4 EQUIPMENT SHELTER DRAWING (SEE KEY NOTE O) 5 BLAZER INDUSTRIES/ROHN EQUIPMENT SHELTER DRAWING (SEE KEY NOTE OA ) PERMIT APPROVAL AREA Cnn TON. [u. C. at �t ,,_ Ft i Inns±:: : ,.,c��E:f • APPLICANT: AIRTOUCH CEULUTAR CHRIS MILLER 3550 SOUTHEAST 161st AVE, 1.3223 BELLEVLE, WA 98006 -1329 phone(425) 603 -2147 CONTACT: BLINDING PERMIT APPLICATNXN SWANSON ARCHITECTURAL GROUP DARRELL _ SWANSON 16 FRONT SITOLI NOON ISSAQUAH, WA 98027 phone. (425) 392 -0616 SURVEYOR: LANDSCAPING: phone MECHANICAL: nna. O with Ehr (OIL :0 3 VAC) Den /// 7/ 98 ecmpla r `i E NOV 4 1998 tS. ArNL: a :VlYIUlt 0 Date issued far Design Review Date issued for Zoning Permit Date issued for Prelim. BP Review : Date issued for Building Permit Date issued for Bid Date issued for Construction : I1 FEES 98 :O6 FEB 98 :1O APR GI AIRTOuc Cellular O O a Toll L•n + �DD♦ 4 i A �ilf,s1 v 1 ont S r est North Issaquah W ton 98027 rah 2 t4� 922 -0392 -1544 Q � (4565) 3 616 SEAMALLRATS Project title : AIRTOUCH • PARKWAY PLACE 16400 SOUTHCENTER PARKWAY Sheet title TITLE SHEET AND GENERAL INFORMATION Sheet no. . T 14 JUL 98 :22 SEPT 9E3 0 r RECEIVED, NOV 2 i j DATE MUM AS Plan Review (PRELIMINARY) 06 FEB 964 17 FEB 98 For Doer and Enabeebit Aaoroval REVISO G 10 APR 98 Zui q-- Sbarlal Um Pwett AeplicaBan 14 XL 96 UPDATE ECR 2 BIN BUf0UeC PERMIT bared for Construction - SUBMITTAL br.sd ZeAq 0: Combustion Permit c�� EP1fae if2 1 EN Na. DATE By Revisions Seals : { IIIYDTERID ANCRIMICT WAIN OF 0/AEM00M DRAVING NOT VAUD UNTIL Si(0tcD AND DA1111 BY DARREL. SWANSON COPYRO= 1908 Darren A. 8raosos ail, OHM moss O . N *.q agrO asw4Kd Pen ewnde are ed wae ar Dane A Swaran M wpyn! be .era or : antas . s Web. Pee eW eep vI M. N a my end ert°ee dal M wMO nparey ore edie b the site wee site east Do mt e.e srr Do roe sons am.roa DRAWINGS PRINTED ON 11x17 ARF 50% OF SCALE SHOWN. Folio no. :91311F5 Dote :04 FEB 98 Scale : AS SHOWN Designed by : DA5 Drown by : BBH Checked by . Approved by Air Touch Cellular Construction Department Bellevue, Washington 98009 SITE ALPHA NO: SEAMALLRATS DATE MUM AS Plan Review (PRELIMINARY) 06 FEB 964 17 FEB 98 For Doer and Enabeebit Aaoroval REVISO G 10 APR 98 Zui q-- Sbarlal Um Pwett AeplicaBan 14 XL 96 Cambodian Permit AW6cotton based for Zm1q/Canetnaibn bared for Construction - br.sd ZeAq 0: Combustion Permit 0 EXISTING PROPERTY LINE _ .. N O ° 25'58" + \- 153' ANTENNA TO PROPERTY LINE EXISTING PLANTING AREA SUMMARY EXISTING 5 STORY OFFICE BUILDING 66,000 SF - (PER CALCULATIONS BY BUILDING ARCHITECT) PROPOSED EQUIPMENT SHELTER 288 SF TOTAL 66,288 SF EXISTING PLANTER BELOW cE OF SOUTHGENTER PARKHAY \ EXISTING \ PLANTER \ BELOW C SITE PLAN SCALE : 1116' NORTH EXISTING BUILDING (RGOF PLAN) \ \ EXISTING PARKING NE . EXISTING PARKING �— EXISTING SIDEWALK, CURB 4 GUTTER EXISTING PROPERTY LINE N O °51'48 W 1 toi EXISTING 32-0" UTILITY EASEMENT I In - F a%I 1 KEY NOTES: 0 NEW 12'x24' PRE - MANUFACTURED EQUIPMENT SHELTER BY BLAZER INDUSTRIES/ROHN. SHELTER TO BE CERTIFIED BY WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES PRIOR TO DELIVERY TO SITE. SHELTER PLACED ON CUSTOM DESIGN STEEL STRUCTURE ATTACHED TO EXISTING BUILDING STRUCTURE. SEE STRUCTURAL DRAWING. 103 NEW ANTENNA. PIPE MOUNTS ATTACHED TO STEEL BEAMS. MICROFLECT PRODUCT NO. BI46I (2 3/8" O.D. x - r-c " LONG} © NEW COAXIAL GABLE RUN ON ROOF. ® NEW ROOF PROTECTION MAT. © NEW ACCESS STAIR AND LANDING. SEE STRUCTURAL DRAWING. 42" HIGH GUARD RAIL SHALL BE PLACED ON BOTH SIDES OF STAIR. 1 1/2" DIAMETER HAND RAIL SHALL BE PLACED ON BOTH SIDES OF STAIR WITH TOP 0 34' ABOVE STAIR NOSING. EXTEND A MINIMUM OF 12' BEYOND TOP AND BOTTOM RISERS. DECKING ON TOP OF PLATFORM AND STAIRS MALL BE PRESSURE TREATED 2x4'5. NOTE: FOR PAINTING REQUIREMENTS SEE NOTE NO. 10 ON SHEET T. QF NEW 4' -0 PANEL ANTENNA AS SPECIFIED BY AIRTOUCH. ATTACH TO PIPE MOUNT PER MANUFACTURES REQUIREMENTS. 0 AIRTOUCH CELLULAR PROPERTY OWNER APPROVAL PFDI1EDNAME 11 81oNATUFE 8 TILE 0 DATE AIRTOUCH CELLULAR CELLULAR DESIGN ENGINEER APPROVAL FRAUD DIME 0 nt3NAT10E 0 TTRP 0 DATE CONFIDENTIALANDPROPRIETARY Not for dire outside *Touch Cellular without permission. Built Record Set O I1FEB98 :06 FEB 98 :10 APR 98 Dote issued for Design Review Date issued for Zoning Permit Date issued for Prelim. BP Review : `� Date issued for Bolding Permit : 14 qi4(140 Date issued for Bid Dote issued for Construction : AiRToUCH Cellular oil! n 1 y� II ;IF„, nA o0O, 16 Front Street North Issaquah Washln¢ ton 98027 Fa t425) 392-1544 (42 392 =0616 SEAMALLRA1 Project title AIRTOUCH SEATTLE MALL RATS CELL SITES Sheet title : - SITE PLAN Gil Y OF tUh;BJ;U\ pPPRO \L 4 1998 . Sheet no. A -1 5„1 p\0.G1D {50 aE oTW O , +998 1'S\. \ 1 } vE RN`x , C'et EXISTIN6 10' UTILITY EASE BTRANDER BLVD - EXISTING PARKING - EXISTING PARKING Air Touch Cellular Construction Department Bellevue, Washington 98009 SITE ALPHA -NO: SEASOCTRPKWY -6 DATE Ian Review (PRELIMINARY) 06 FEB 98, 17 FEB 98 For Owner and Engineering Approval REVISIONS 10 FEB 98 zoning- SPeaal Use Pam* Application 14 JUL 98 Construction.:Permit Application Issued far: Zw1iW /Ce struction Issued for Construction: , UPDATE KR 2 As Built Record Set Bel BO DUC PHUT SUMMITS/ ��s WDCN /1 I 1 BEN NO IDAtE By Revisions Seals : MN H ARCHITECT ; ' f/ ` �w ?... 41i MAYORS NOT VALID 191RI. SIGNED AtA DATED BY DARRELL SWANSON COPYRIGHT 1666 Dwelt L Swansea All BIM //l/MMI 'IC eeibP ab i 11ue es V er H et revert Yi • '. RMeb e► tw t o o Sarin AID Otl way n i e e o reieireM i d Yi .11 ... . N 'q-1 cod .011s M wrlii rymaq cry e> m ae . asee 6. Pneui"e +A .iii. se Ge.e i. , DRAWINGS PRINTED ON 11x17 ARE 50% OF SCALE SHOWN. Folio no. :41317E5 Data : 04 FEB 48 Scale : AS SHOWN Designed by : DAs Drawn by : BBH Checked by Approved by Air Touch Cellular Construction Department Bellevue, Washington 98009 SITE ALPHA -NO: SEASOCTRPKWY -6 DATE Ian Review (PRELIMINARY) 06 FEB 98, 17 FEB 98 For Owner and Engineering Approval REVISIONS 10 FEB 98 zoning- SPeaal Use Pam* Application 14 JUL 98 Construction.:Permit Application Issued far: Zw1iW /Ce struction Issued for Construction: , Issued Zanino & Construction Permit As Built Record Set 0 O EXISTING STRUCTURAL COLUMN BELOW (TYP) EXISTINU ROOF PARAPET (TYP)---/ EXISTING STRUCTURAL COLUMN BELOW (TYP) EXISTING I ELEVATOR MACHINE ROOM EXISTING CONCRETE BEAM BELOW (TYP) NEW GALVANIZED STEEL WIDE FLANGE BEAMS TO SUPPORT NEN EQUIPMENT BUILDING (TYPICAL). 5EE STRUCTURAL DRAWING. t NEW GALVANIZED STEEL HIDE FLANGE BEAMS TO SUPPORT NEW EQUIPMENT BUILDING (TYPICAL). 5EE STRUCTURAL DRAWING. 37; EXISTING ROOF EXISTING IO" THK CONG. BEARING NALL (TYP) e- 48" CLEAR INSIDE OF GUARD RAILS. a - AZIMUTH AS DISCUSSED WITH DEBBIE ADAMS OF AIRTOUCH. CONTRACTOR SHALL VERIFY WITH AIRTOUCH PRIOR TO CONSTRUCTION. LINE OF EXISTING CORE BELOW (TYPICAL) EXISTING ROOF EXISTING CONCRETE BEAM BELOW (TYP) -\ 0 AIRTOUCH CELLULAR PROPERTY OWNER APPROVAL PRINTED NAME 0 BIONAILIFE TITLE DATE O ci 0 AIRTOUCH CELLULAR CELLULAR DESIGN ENGINEER APPROVAL 0 PEERED RASE 0 au ATLI E TIRE 0 0 DATE 0 0 CONFIDENTIALAIOPROPRIETARY Not for disclosure outside AirTouch Cellular without permission. Dote kaued for IT FEB 48 Design Re4err :06 FEB 48 Date "issued for Zoning Permit :10 APR 45 Dote issued for Prelim. BP Review :AIWANWO Date issued for Buatring Permit :iksliAti It Date issued for Bid - - Date issued for Construction AIRTOUC Cellular Sheet. no. 16 Front Street North Issaquah W on 98027 Fax 425 39 -1544 (42 ) 92 -0816 SEMLALLRATS Project title AIRTOUCH SEATTLE MALL RATS CELL SITES Sheet title : ROOF PLAN cn oFlumoth t1e \I ; l 1s98 8.:1' -DING DNtSION Air Touch Cellular Construction Department Bellevue, Washington 98009 SITE ALPHA NO: SEASOCTRPKWY -6 DATE 1881! ® AB Plan Renter (PRELIMINARY) 06 FEB 98, 17 FEB 98 For Owner and En bteerina Approval RENSIgfS to APR 98 Zoning-Spedd Use Permit Application 14 JUL 98 Construction Permit Atoka*. issued far Zanba /Construction Issued far Construction UPDATE fElt 2 d =. sinner; PONT 91BT/RAt. ,;.-Ts OMNI 12 1 EON NO. DATE By ReAsiom. Seals : INNIESTIERID fR 11,,, 4 <. , � r u n orw Tsu '`U DRAYONC NOT VAUD tMiiq. 9GtiED AND DATED BY DARRELL SNMISGN COMMIT IOW Duvall A- Bws.ues AL MIMI =WO N . ed,ea ow w .r .r at * Barr ,wwla Us a,.r1w lrq el Darr A Swoon P.A. and slay dot M w or r¢a.�sa M aIMM e. N Awa.4r .. OA. ti M san es wales A.a9 .d..er Galas NSW of ..nO OIto. pure. WO wk ea not Baas nrwGyc DRAWINGS PRINTED ON 11x17 ARE 502 OF SCALE SHOWN. Folio no. :41317F5 Date :04 FEB 48 Scale : AS 5140V44 Designed by : OAS Drown by : BBH Checked by Approved by . Air Touch Cellular Construction Department Bellevue, Washington 98009 SITE ALPHA NO: SEASOCTRPKWY -6 DATE 1881! ® AB Plan Renter (PRELIMINARY) 06 FEB 98, 17 FEB 98 For Owner and En bteerina Approval RENSIgfS to APR 98 Zoning-Spedd Use Permit Application 14 JUL 98 Construction Permit Atoka*. issued far Zanba /Construction Issued far Construction Issued Zoning & Canstuctk n Permit As Bult Renard Set 0 9 4 cV EXISTING BUILDING EXISTING ELEVATOR MACHINE ROOM (BEYOND, EXISTING ROOF PARAPET (TYP) O NORTHWEST ELEVATION SCALE 1/8' = ® ® ® ® 10 11 AIRTOUCH CELLULAR 0 PROPERTY OWNER APPROVAL PRINTED NAAE O 0 810NATU E TITLE O DATE O O 0— AIRTOUCH CELLULAR CELLULAR DESIGN ENGINEER APPROVAL MIRED NAAE SCINATUFE TITLE 0 DATE O 0 0 0-- CONFIDENTIALANDPROPRIETARY Not Tor disclosure outside AirTouch Cellular without permission. 0 0 Dote issued for i7 FEB 48 Design Renew :06 FEB 48 Date issued for Zoning Permit :10 APR 48 Dote issued for Prelim. EP Review : Date issued for ' Budding Permit :14 47A11 Date issued for Bid • Dote issued for Construction Ai RTOUCH" Cellular. 0 16 Front Street North - Issagguah s on F ( 5) 5) 3 —1544 98027 425 392 -0616 SEAMALLRATS Project title : AIRTOUCH SEATTLE MALL— RATS CELL SITE Sheet . title WEST Sheet ,no. ELEVATION ,I\p0f Nov 4199a INb; tlSVOH 1 Sv _ sOt i; oSS P may- e Air Touch Cellular Construction Deportment Bellevue, Washington 98009 SITE ALPHA NO: SEASOCTRPKWY-6 DATE BE ®AS Plan Reties (PREI.MINARY) 06 FEB 98, 17 FEB 98 Far Owner and Engineering Aaprovol REVISIONS 10 APR 98 Zoning— Special Use Permit Application 14 JUL 98 Construction Permit ADDUcat$an Issued for Zoning/Construction Issued for Construction UPDATE FUR 2 ZS Bel MIND POUT a t)51J OPTION f2 1 =1 "ma DATE By Revisions Seals : UN 7 ; I , 4 till t 3 SOW VP 11011111111120111 46 DRAVANG NO VALD DNit 92IED AND DATED BY DARRai SwNlSDN COMIC= IOOH Deeewll A Swam= at Dam MOM a arowqr end spa.mn ow as a a 611.g rra ao O�MMp a rty ewl.e A s moral N61 ale mey oel M awe et reproduces Ube ondtbr abs r b waded rope.. N ary a•e Dale ar w ire lb amt Do . sous a prepe�% M 6o not du a'oebi DRAWINGS PRINTED ON 11217 ARE 50% OF SCALE SHOWN. Folio no. : 9I3I1F5 Date : 94 FEB 98 Scale : AS SHOWN Designed by : DAS Drown by :1313H Checked by Approved by . Air Touch Cellular Construction Deportment Bellevue, Washington 98009 SITE ALPHA NO: SEASOCTRPKWY-6 DATE BE ®AS Plan Reties (PREI.MINARY) 06 FEB 98, 17 FEB 98 Far Owner and Engineering Aaprovol REVISIONS 10 APR 98 Zoning— Special Use Permit Application 14 JUL 98 Construction Permit ADDUcat$an Issued for Zoning/Construction Issued for Construction issued Zoning & Canshuctkn Prank As Bult Record Set EXISTING ELEVATOR MACHINE ROOM (BEYOND) EXISTING ROOF PARAPET (TYP) 0 EXISTING BUILDING NORTHEAST ELEVATION SCALE r U8' = 0 2 ROOF PENETRATION DETAIL SCALE 0 AIRTOUCH CELLULAR O PROPERTY OWNER APPROVAL PRICED NA►E BIONATURE TULE 0 0 DATE 0 AIRTOUCH CELLULAR 4 CELLULAR DESIGN ENGINEER APPROVAL PRINTED NAAE SIONAMIE 0 TRLE 0 DATE 0 0 0-- CONFIDENTIALANDPROPRIETARY Not for disclosure outside AirTouch Cellular without permission. 0 Date issued for 17 FHB 98 Design Review : O6 FEB 98 Date issued for Zoning Permit : TO APR 98 Date issued for Prelim. BP Review Date issued for g Bulking Perms i4c 14§ Date 'sued for Bid - Date issued for Construction 18 Front Street North Issaquah (4 W 5) 392 hinegton -1544 98027 Fax (4255) 8892-0618 - SEAMALL.RATS O Project title AIRTOUCH SEATTLE MALL RATS CELL SITE Sheet title : NORTH ELEVATION OFSUWiva, o NpPRO E 9O i ti 5958 • G ONIS10 Sheet no. STEEL. L Made PM e XISTING 10" THK, CONC. WALL TO REMAIN (REIN- FORCING NOT SHOWN FOR CLARITY) PeAN _ GENERAL STRUC NOTES REVISIONS ., BY REM. ,. P,�„ D.J. T.S. BEAM PER PLAN - 1 , STEEL BEAM PER PLAN - STIFFENER PLATE Q 1 41 4 Q , Q Q Q Q (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) , I I I I i ' ' ' r CRCRITERIA 0-- n _ ��� 1°— CI— ' 1 7 _ ' , — W ,�i a r _ __ ' t I - - _- -��� I - - _ — ° - t _ — rr -- _ _ _ _ _ — — r — -- -- • - a ri II ---- ...- -... — j - - _ - �_ _ °= _ ' j r "n� r - = ° == _ � - =r I. ALL MATERIALS AND WORKMANSHIP DESIGN, AND CONSTRUCTION CO TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE, (1997 1997 EDITION). 1 DESIGN CRITERIA — z ROOF LIME LOAD NI 25 PSF UNITS Weights f " manufacturer EARTHQUAKE . SEE PLANS FOR ADDITIONAL LOADING CRITERIA. Er — 3. STRUCTURAL D SHALL USED IN CONJUNCTION 1 R ARCHITECTURAL F ORAWRIGS FOR MOOING AND —.. CONSTRUCTION. CONTRACTOR SHALL DIME PAl RACTOR SHALL vERIFY DIMENSIONS CONDITIONS ' ' a ---�'_- + ; / �3/8" EA. SIDE OF BEAM & c, OF BEAM OPPOSITE SIDE OF WEB • J. CLARK JOHNSON ONSULTING ENGINEERS P.S., INC. 1418 - 112TH AVENUE N.E. 8ELLEVUE WA. 98004 PH: (425) 454-7137 FAX: (425) 637-2949 E-MAIL JOHNSONENGOAOL.COM SECTION STIFF 3/8 T7KTO BEAM - ' ',J lFj-- ,. _ _ 4 - -- - - -- morn 6 ' ' • _ - li_ ' - i ; ' -"� - . AND 7R AI AND tIM CO _ : ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION SO IC MAY ) ' �' ' THE WORK. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS. MEMBER SIZES. AND CONDITIONS r ._.....� _ _— ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS I ONLY AND HUSE BE VERIFIED. 5. I CON[RACTOR SHALL PROVIDE TEMPORARY BRACING AND SPARING FOR THE SIRUCFURE : S �` (6) -3/4! iml THREAD t 3/4x14' X2'-3° W/ C. NG N MINDED 7" MIN. H. INTO EXISTING CON W/ SNAPSON CRWIT THUS: . TIE` _ SECTION c (2) -5/8 "0 BOLTS TUBE PER PLAN " 1 / 4" END PLATE ON � _ a T.S. BEAM ° WALL Ol -- - _ _-. I I f H _ --� _ W - �` ." T•-Y. _ i • I I I I I I SEE ENLARGED FRAMING PLAN BELOW _ UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED Al ACCORDANCE FIRTH HIRE MANS. I I I I 6. CONTRACTOR SNAIL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PP.ECAUFIONS AND ME SEQUENCES AND PROCEDURES REQUIRED TO PERFORM HIS WORK. 3/8 - 10° 2.... + ii �� NOTE: ALL STEEL MENBERS SHALL BE GALVANIZED OR EPDXY COATED LOCATION PLAN i - 7. CONTRACTOR- MATE CHANGES SHALL BE SUBMITTED N WIRING TO THE ARCHITECT AND STRUCTURAL ENGINEER �. FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT S ' "TM!S REQUIROIENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONORKINS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SWEAR DETAILS OF CONSIRIK:TION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL. ENGINEER. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING. MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. SHOP DRAWINGS FOR STRUCTURAL STEEL SWILL BE SUBMITTED TO THE ARCHITECT AND m 1 111111111 - END Q / EN T.S. r = == o + +' PLAN - BEAM ( E /— - — - — _ _ 551 (— _ _ _ •y_.' �� _ } BEAM T /4 ANTENNA SUPPORT IAA E -� .Y.. L h ' � ,,,<., . N44...- ` -'.j. -- ELEVATION STEEL BEAM TO CONC. _CD - 4 TO GIRDER O ,. 1 24'x11' -2 "x10' -0" NIGH PREFABRICATED BUILDING BY OTHERS, TOTAL INSTALLED ENGINEER FOR REVIEW TWO WEEKS PRIOR TO FABRICATION OF TRESS ITEMS, - i - - " PREFABRICATED BUILDING WEIGHT INCLUDING SNOW LOADING, FLOOR i LIVE LOADING, EQUIPMENT AND SELF WEIGHT SHALL NOT EXCEED 40.000 l8. CONTRACTOR VERIFY PRIOR TO FABRICATION AND CON- STRUC170N. NOTIFY STRUCTURAL ENGINEER / IMMEDIATLY OF ANY DISCREPANCIES 11. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAVA/4GS PRIOR TO BY ENGINEER Of RECORD. SUBMISSIONS SHALL INCLUDE A RWROOUGBLE AND ONE COPY; REPRODUCIBLE WILL BE YN8(t - AND RETURNED. - - SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR IXOERSTANDS THE DESIGN CONCEPT, THAT HE DEMO/ORATES HIS UNDERSTANDING BY INDICATING WHICH WITHAL HE INTENDS TO FURNISH. MID INSTALL AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. W DEVIATIONS, DISCREPANCIES. OR CONFUCTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PROR TO OR AFTER SHOP DRAWING SUBWRALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPELTFICAT'ONS SHALL CONTROL AND SHALL BE FOLLOWED. t2. INSPECTION: STRUCTURAL STEEL AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1701 OF THE UNIFORM BUILDING CODE, AS REQUIRED BY THE PERMIT ISSUING AGENCY AND THE PROJECT' SPECIFICATIONS BY A QUAUFIED TESTING Al ARCHITECT OR ENGINEER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED INSPECTION REPORTS AND TEST RESULTS. Sail A • 13. STRUCTURAL STEEL. DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE A.I.S.C. FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ', W! ncriecm TA STANDARDS au. mum,' aruu em ririrOiaiEO W.A.B.O. CERTIFIED WELDERS WITH A.W.S. STANDAP.OS Si. STRUCTURAL STEEL, INCLUDING PATES AND ROLLED SHAPES, SHALL CONFORM TO ASTM ANCHOR BOLTS SWILL CONFORM TO ASTM A307. HIGH - STRENGTH BOLTS SHALL BE A3 • EXPANSION BOLTS SHALL BE "PARABOLT" OR APPROVED EQUAL INSTALLED IN STRICT ACCORDANCE WITH THE SEA-MALL RATS CELL SITE LOCATION: TUKWILA, WASHINGTON DARREL SWANSON ARCHITECTS Mill r - "' + t + -v - -- i - -- `" ( STEEL BEAM PER PLAN - "A 811111 . — "Si - - r - ' I 1 r a ' + N �BY OTHERS j I ^ 0 PLAN tea a m -- C6x8.2 PERIMETER CHANNEL (3) -3/4 H.S. -BOLTS 3/r STIFFENER PLATE 3/4" CAP PLATE W/ (4)- 3/4 ">x H.S.-BOLTS THUS: 7' -0" 4 9511451 i B MI �, H _ _ i - - T,g / j Ox * 13 S/ _ - q[ t � \ -� �` �ZS \ 12SI i r � �. T - — - 7 /� / / / / / / / / / / /� %I BY PREFABRICATED BUILDING L— MANUFACTURER, VERIFY 1/2 "0 BOLTS O 18 "o.c. TOP & BOTTOM - - -� -�- —7— ►.__ T_5_ Sz4x3 /8° i , \- . j 7' I 7 1/2" SIM. MANUFACTURER'S PUBLISHED RECOMMENDATIONS. I B n NG CONSERVATION (_ II . I 1 I U ' _ I + a. I i STEEL BEAM PER PLAN GALVANIZED OR EPDXY COATED 551 SOS 15. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCIN G ANY DEMOLITION. BRACING AND SNORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED - 1/4/ CAP IQ " a - - - - J SEALABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE : PLANS. SAW CUTTING, F AND WHERE USED, SNAIL NOT CUT EXISTING REINFORCING THAT 4 OS OEMOLTTON DEERE gull NOT HE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. Awl A ALL NEW OPU RUNGS THROUGH EXISTING WALLS. SLABS AND BEAMS SHALL BE ACCOMPUSHED BY SAW CUTTING FRAMING PL HI'i WHEREVER POSSIBLE. SECTION 3/4" BASE PL -3/4 "1s I ALL THREADS E MIN. IN (ES CONS_ Wit "EPDXY- TT£' GROUT THUS: PO 1 %-r %-r - t` PREFABRICATE BUILDING f J 9 ' Ts TD � '�o- (I / B" - ' ° "' • B. THE CONTRACTOR SHALL VERIFY AU. EXISTING CONDITIONS AND LOCATIONS OF MEIN ANY OPENINGS. BERS PRIOR TO CUTTING C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRRWNG, IF POSSIBLE -' 4�BASE iP / ✓ TO FRAMING L-T.S 8x4x3 /8 STEEL BEAM PER PLAN — (3) -3/4 "0 H.S. -BOLTS - 1 10,1 P.T. 2x6 LEDGER W/ 1`2 "ss THRUBOLTS a BOLT TO C6. x 8.2 a, wraove, PREFABRICATED BUILDING BY \ NAILS 0(101).-.1.6.d.. OTHER M�— 24 MIN. 24 MAX - ANTENNAS BY OTHERS O 3'- 0 "o.c. MAX_ END PL 1 PLAN, (2) -3/8 "0 x U BOLTS � z . r rinravri C-'7 J ' e rffirlixvri L_ PIPE BY OTHERS _ TO T.S. %4 STEEL BEAM PER E BASE PLATE & CO L EXISTING CONCRETE 'S� C710NW ROOF SLAB TO REMAIN e /01/41/ STEEL BEAM PER PLAN EXISTING CONCRETE SPANDREL PANEL TO REMAIN _ - -- - �.,. '.. N� EA. SIDEIFFENER PLATE RADIUS / M NP' �a / n 71� L!1 in n +� ' n '' i I,I ... .1 + +l�l� -- - .UK AL 9/4/ - rj., T.S. BEAM ELEVATION PER PLAN � , _ _ -. ..-..-. � � j �_ _ = ...........+, - - .,. kill �� 3/8" END PLATE 1/4 5 /16► S ECTION E Q W BEAM 4" 2 r _ I ( ! I + T _ I ' 2x SOLID BLOCKING \ \ ion - =�� r 3 /8" STIFFENER EA SID c - I L �- a " A - '° 3 /4 "± LEVELING GROUT t STEEL BEAM PER PLAN 'i h I.. o � 1 / — — - P.T. 2x72 HFi 3/8" STIFFENER, 1/4" END PL ON I � NTH — L m q q q �1�1, T.S. BEAM 4.-0- O 76 °0.c. 1 =1 r l - STRINGER TYP. } � �- ' �L� •_ „_. T. 2x6 HF�t •� ° S NOTE: ALL STEEL MEMBERS SHALL BE GALVANIZED OR EPDXY COk ?ED �� TUBES - CRESCENT WASHER PLAN (4)- 5 /8 "O�BOLTS - ANTENNA SUPPORT BEAM TO NOTE: ALL STEEL MEMBERS SHALL BE GALVANIZED OR EPDXY CCATED ii ' E i C6 x 6.2 - i.S. BEA PER PLAN C ASE A CASE @ i n �� " r 5 r r " ` I��I 0.16 "o.c. IN JOIST HANGERS S USE #10 x 1 1/2" NOTE; ALL ll WOOD MEMBERS RESSURE TREATED TO A W P 4 STANDARDS DATE: 06/1t/98 .:._ _ SCALE: AS SHOWN d i : �„� LONG WOOD SCREWS E - IN ALL HOLES - A ' " _ I� 3/8” STIFFENER PLATE EA. SIDE D N: RAW R' KMC SECTION SECTION (2)-3 s x STEEL BEAM : PER PLAN PLAN ANTENNA PILE MOUNT TO n SECTION 71208 RAILING PLA - -� STAIRS TO BULL k `�; PLAN SECTION STEEL TO EXISTING BEAM TO BEAM SHEET 1 of ;. ' S CONCRETE C.O O a • PERIMETER BEAM 13 STEEL BEAM v ,` IO N 8 -13 -98 8 -18 -96 UPDATED DRAWING UPDATED DRAWING PER D.G wxx■•xanir.' 1111111.1111111111111111111111111111111116111M WAN NI NM II NI II 11 WM 1111111 DOORS 0 H.V.A.C. THERMOSTAT 8 -13 -96 8 -14 -96 UPDATED DRAWING QTY SIZE WALL A DESCRIPTION O OALV. 18 S•. DOOR BEST D.B. e7 r/ 16 ga. WELDED JAMB KEYED ■/ w/ WEATHERSTRIPPING THUMB LATCH 2 CHANGED NOTE LOCK REMARKS 5 TON MARVAIR AYP60- ACA -10C2 WALL HUNG- 1760 F. TOTAL. MAX MARVAIR w/ MICROPROCESSOR- 7 DAY PROGRAMMABLE AUTOMATIC SETBACK - DEADDAND CONTROL , KwA K•A WALL B ENDWALL E:LEVAT I ONS S.S. B.B. HINGES 2- S.S. PULL PLATES ALUM. DRIP CAP S S. STEPPED THRESH PAINT FINISH HOLD OPEN d SWEEP COPYRIGHT 1996. BLAZER INDUSTRIES. INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES. INC. AND SHALL NOT BE REPRODUCED. USED OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. SIDEWALL ELEVATIONS SIDEWALL FASTENING I. INSTALL 3/8' A.P.A. RATED SHT'G AT INTERIOR SIDE OF SIDEWALLS WITH ALL EDGES SUPPORTED. 2. FASTEN SHEATHING TO WALL STUDS WITH •6 x 1 15/16' TEKS SELF - TAPPING SCREWS AT 6' EDGE. AND 12' IN FIELD. ENDWALL FASTENING I. INSTALL 3/8' A.P.A. RATED SHT'G AT INTERIOR SIDE OF ENDWALLS WITH ALL EDGES SUPPORTED. 2. FASTEN SHEATHING TO WALL STUDS WITH 06 x 1 15/16' TEKS SELF - TAPPING SCREWS AT 4' EDGE. AND 8' IN FIELD. 3. ENDWAL ' A' FASTENING • 2' EDG AND 6' IN FIELD. MEJ WALL WALL 2 1/4' • 1'- 0 WALLS: STEEL STUD -TO -TOP 6 BOTTOM CHANNEL SHEATHING -TO -STUD • INT. SIDEWAI.LS SHEATHING -TO -STUD • INT. ENDWALLS VINYL BOARD -TO -STUD BOTTOM CHANNEL-TO-FLOOR • SIDEWALL BOTTOM CHANNEL -TO -FLOOR • ENDWALL HARDIPANEL SIDING -TO -STEEL STUD • EXTERIOR CORNER CONNECTION FLOOR JOIST -TO- PERIMETER FRAME FLOOR DECKING -TO -FLOOR FRAME BOTTOM COVER -TO -FLOOR FRAME ROOF: S. KrA COPYRIGHT 1998. BLAZER INDUSTRIES. INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES, INC. AND SHALL NOT BE REPRODUCED, USED OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. FINISHED ROOF RIM -TO- RAFTERS RAFTER - TO-TOP CHANNEL • ENDWALL SHEATHING-TO-ROOF MEMBERS • INTERIOR ROOF RIM -TO -TOP CHANNEL ' SHEATHING -TO -ROOF MEMBERS • EXTERIOR •n xaca�rxennF 11CUS IE:S. INC. OREGON U.S. WEST WEST LINN. OR. JOB NO. 6617 FASTENING SCHEDULE SEE SIDEWALL FASTENING NOTE AT LEFT. SITE ENDWALL FASTENING NOTE AT LEFT. SCREWS AT EDGES AND CONSTRUCTION ADHESIVE IN FIELD. 4- 3/8' DIAMETER BOLTS r/ I I/2' DIA. WASHERS EVENLY SPACED INTO FRAME AND 3- HIS X 11/8' MAX. SCREWS PER STUD BAY TO DECKING. NOTE: ONE 2 I /2'x I2'x 3/16' STRAP MAY REPLACE ONE 3/8' BOLT. 3- 3/ DI BOLTS r/ I I /2' DIA. WASHERS NEAR CORNERS INTO AMS AND 3- •10 X I IFS' MAX. SCREWS PER STUD BAY TO DECKING. OPTION: 2- 138' DIA. FASTENER •/ WASHERS IHILTI R -1001 PER STUD BAY NOTE: ONE 2 I /2'x I2'x 3/16' STRAP MAY REPLACE ONE 3/8' BOLT. e8 SCREWS • 6' oc EDGE AND 12' •c FIELD. (USE PUTTY TAPE ON ALL STUDS) NOTE: DIMENSIONS ARE FRAMING DIMENSIONS. NOT FINISH DIMENSIONS. PROVIDE JOIST HANGER ON EACH RAFTER DIRECTLY OVER ANY SIDIEWALL OPENING. ROOF SLOPE IS AWAY FROM ENTRY DOOR ONE DRY CUP PERM VAPOR BARRIER ON THE WARM SIDE. TYPICAL THRU -OUT THE BUILDING. 00 CTC14TCTC/CT 5'- 10' 5'• 10' SECTION ROUGH 4 OPENING FOR 112) WAVEGUIDE I• s 6' FLOOR SLOT SEE DETAIL 35 3/8' MODULAR 121 eB WAFERHEAD SCREWS (I EACH SIDE) OPTION: USE CLINCHER IN PLACE OF 06 SCREWS x 24 DRAWN BY: MEJ 12 R EST. I636E DATE: 6 -1 -96 •10 x 11/2' TEK SELF - TAPPING SCREWS • 8' oc SINGLE PASS I /8' FILLET WELD • EACH END. 112 x 2 1/2' TEK SELF TAPPING SCREWS • 12' oc OR HILTI ZF47MX PINS • 12' oc. 5/16' x 3/4' iIEX NEAR SELF TAPPING SCREWS AND CONSTRUCTION ADHESIVE 4- 10d BOX NAILS ( SENCO KC27) 3- 010 X 2 I/2' SCES'YT PER STUD BAY 16 GA. x 13/4' STAPLES • 6' EDGE. 12' FIELD (SENCO N19) 3- 010 X 2 I/7' SCREWS PER STUD BAY I. INSTALL SHEATHING w/ SEAMS OFFSET 4'- 0'. 2. FASTEN w/ 16 GA. x 13/4' STAPLES • 6' EDGE. 12' IN FIELD. 1/2' • I'• 0' MODULAR 12 x 24 OREGON 12' 0' 12 PORT 4' WAVE0UIDE ENTRY FLOOR PLAN EQUIPMENT SHELTER for: k. CAULK AT TOP B OTTO OTTOM AT BOTTOM PLATE 24 '• 0' 13'- 2 I/8' LOCATION FULL ROHN 1111MIWIWIW141I1111111•11■1•1•11111rrlIMrW1110•ilu. ,%•+SCREENED HOOD - F AN I9'- I 1 /2' R00F: ROOFING TOP AND BOTTOM CHANNEL....600WTIO TRACK INSULATION R -I9 INT. FINISH COVERING DECKING FRAMING EQUIPMENT SHELTER for: ROI'1\1 EST . 1 636E U.S. WEST WEST LINN. OR. C°/ d DESIGN LOADS ROOF 50 P.S.F. WIND 9D M.P.H. EXPOSURE C FLOOR 150 P.S.F. SEISMIC ZONE 4 CARD: FLOOR PLAN 66)7 -F SHEET: SINGLE PLY MEMBRANE- DUROLADT OVER ORE LAYER OF ATLAS FRIG SLIPEHEET- CLASS 'C' SHEATHING SIB' C.D.X. PLYWOOD 140/201 FRAMING 2 1: 0 D.F. 02 TAPERED RAFTERS • oc. ROOF RIM 2 o 8 MICROLAM • HIGH SIDE 2 x 6 NICROLAM • LOW SIDE INSULATION R -19 CEILING 1/2' MODULUS OVER 1 /2' PLYWOOD VENTING CONTINUOUS EAVE VENT WALLS: SIDING 5/16' HARDIPANEL- STUCCO PATTERN FASCIA 6' OALV. STEEL w/ DUROLAST TERM BAR TRIM OALV. WITH LIGHT TEXTURED FINISH AT CORNERS. FRAMING 600XCIS STEEL STUDS • 16' oc PROVIDE DOUBLE STUDS AT EXTERIOR PANEL EDGES. 3/8' VINYL BOARD OVER 3/8' A.P,E, RATED SHEATHING 1/6' VCT 1,1 1 1/8' T 8 0 PLYW08D P.T. 2nd: 1/4' FIBERBOND EHBER 28 FRAME U INSULATION ..... ,.,R -11 BOTTOM COVER 29 OA, OALV, STEEL (VAL RIB) CADD: SECTION 6617 -S DRAWN BY: MEJ DATE: 0.1 - 96 JOB NO. 6617 SHEET NOTE: THRESH IS DESIGNED SO OUTER 2' 2' EDGE OF THRESH WILL BE FLUSH WITH OUTER EDGE OF SIDING. t , y r' ✓ NOTCH BOTTOMS OF DOOR JAMBS AS REQUIRED TO FIT RECESSED OPENINGS. 6' GALS. FASCIA CAP WELDED IN AT EACH END. � *' 1 III WI 1 TYMMUy°7 DECKING 6 TILE I/2'1 2 ■ 4 WOOD BLOCKING J EAVE 1 1 STAINLESS STEEL THRESH DETAIL PLYWOOD OVER WALLS TO MATCH THICKNESS OF CEILING FINISH 0 10 SCREWS AT E NDWALLS 3 • 1'- 0' HARDIPANEL I SIDING 13/4' STAINLESS STEEL THRESH ;; — • t ' 1 "�— ' NTERIOR SHEATHING A "' .INTERIOR FINISH �I/8' VCT 4- ----I/4' FIBERBOND I' TEEL IANGLE 4 1 1/2' - 1'- 0' O VULKEM SEAL EXTEND DUROLAST ROOFING OVER FASCIA TO TERMINATION BAR , _... 6' GALE. STEEL FASCIA-, 2 x 4 x 12' VENT BLOCKS WITH VENT SCREEN 0 BOTTOM 16 OA. • ! 3/4' DUROLAST ROOFING STAPLES 0 4' oe. �_ 1k122FNOIEI.�{20 VENT BLOCK FTER pBR BAVI R S RAFTERS 0- ----- 2 x B D.F. 02 COAT, LUMBER or FINISH SHEATHING m l I' x I' STEEL ANGLE WELDED FLUSH WITH TOP OF JOISTS /RIM. - . - ,J DOOR i i 4--- '—I 1/6' PLYWOOD STEEL FLOOR FRAME 1 49 I/2' FLOOR DECKING NOTCH: I. WIDTH OF ROUGH DOOR OPENING 2. HOLD BACK I 3E4" FROM EDGE OF FLOOR FRAME. DOOR A JAMB NOTCH DETAIL I L NOTCH DETAIL I L I ALTERNATE WALL -TO -ROOF CONNECTION] MICROLAM ROOF RIM ANGLE S' it 5 POOIS' ANGLE PER STUD BAY FROM CHANNEL ) OF I R IM2 / EACH WAY 14 TOTALI. a FLAT 5 WALL FLAT WALL TOP END RAFT ANOI.E 12 x 6 . LOW RIO SCREWS END) � FILING INTERIOR ' _ 14, 3 - I 0 1/2' - 1'- 0' - gy PLYWOOD OVER WALLS TO MATCH THICKNESS OF CEILING FINISH EXTERIOR SIDING— INTERIOR FINISH - INTERIOR SHEATHING u �. ' • SIDING INTERIOR FINISH EAVE DETAIL P F T1 CIV SOZ O SEO' BOLTS AS REO'D r/ 11/2' DIAMETER WASHER. TYPICAL BOTTOM WALL TRACK CAULK WHERE DECKING MEETS EDGE OF CHANNEL EXTEND SIIN0 FLUSH r/ BOTTOM D OF TOP FLANGE PERIMETER FRAME I x 1 STEEL ANGLE FLUSH WITH OF FLOOR FOR . - FLOOR UNDEFILAYMENT r _ //FLOOR DECKING ! / � 01 ! *------EXTERIOR 350XC I4 STUD HERE TO SCREW CORNER TO. CAULKING • x�ea '" ° -, ' A TEK ;CREW SIDING AND CORNER JOINT 4' 4' STEEL CORNER x WITH 2' FLANGE OFFSET � . TO MATCH SIDING THICKNESS. _ Irl' FLOOR JOIST PLYWOOD ABOVE STEEL STRAP C ORNER DETAIL a FRAME ENDWALL 1/2' SHORT AT EACH END. 2 I/2' x 3/16' x 12' STEEL STRAP FASTENED FILLER TO STEEL STUD AND WELDED TO FLOOR FRAME. . 1 0' BOTTOM JOIST BOTTOM BOARD FASTENING AT ' J J II'- B' ENDS ONLY, NOT REQUIRED ALONG SIDEWALLS BOTTOM BOARD -, _FLOOR DETAIL �7 SHELTER �. DETAILS 6617 -D 8-13 -96 UPDATED DRAWING KF� COPYRIGHT 6 I L I BLAZER S INDUSTRIES. I PROPERTY OF BLAZER INDUSTRIES. INC. AND SHALL NOT BE REPRODUCED, USED OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER I N D U S T R I E S / 1.• • I MODULAR EQUIPMENT i o DRAWN BY: MEJ 4 SHEET: 8 -14 -96 CHANGED THRESHOLD KrA 12 X 24 R EST. I636E DATE: 6 -I -96 0/ �L P n .r re.rramux / IN ve STRIES. IIC. .. OREGON U.S. WEST WEST LINN. OR . JOB NO. 6617 --I B'• 10' 5'• 10' - y - yam 2 g? . 1 ' LA 1 O 1 21 1/221 ,,,,...11_,1/4:43 III WI -- II nos �} I 01,r1I e trump 10A1/V9111? m l I I II I I I I I I ■I II i I I 2 2x4 WOOD ROUGH OPENING /6 8 -13 -96 8 -14 -96 8 -23 -96 6 ! 4 16' LAYOU - UPDATED DRAWING REVISIONS PER JaR A D.O. UPDATED DRAWING PER JaR 12'- 0' NOTE: FLOOR AS NOTCHED AT DOOR OPENING ALLOWING BOTTOM OF DOOR TO BE BELOW WALL. KFA K.A MEJ SIDEWALL INTERIOR VIEW I/2' - 24'• 0• COPYRIGHT 1996. BLAZER INDUSTRIES. INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES. INC. AND SHALL NOT BE REPRODUCED. USED OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. 0 ' x IS GA. FLAT STRAP AT INTERIOR FOB GROUND BAR 11=1=M1111••11■A =MIME _- ■-• 12' EXH AUS' FA 13' x 1 3" 11.0. SIDEWALL 2 INTERIOR VIEW I/2' - I'- 0' X21.' •.. 1.1..112 MUSTR I INUJSTR[£S, IIC. Pfl RV 1. MX.= MODULAR 12 X 24 .OREGON 3/4' A x B BLOCKING AT EXTERIOR 6 • 1/2• B' x IB OA. FLAT STRAP AT OUTSIDE. TYP. 1/2' a tl S'- 10' ENDWALL A INTERIOR VIEW 1/2' - I'- 0' ROUGH OPENING FOR FUTURE WAVEOUIDE 22' x 16 1/2' TYPICAL Of THREE 6' 6' LAYOUT I � 1 IN II'- 6' ENDWALL B INTERIOR VIEW 1/2' • 1'- 0' EQUIPMENT SHELTER for ROHN EST. 1 636E 5'- 10' 2 x I BLOCKING I/2' AT EXTERIOR TYP. AT WAVEI3UIDES [31 CADD: WALL FRAMI 6617 -FR DRAWN BY: MEJ DATE: 6 -1 -96 U.S. WEST WEST LINN. OR. JOB NO. 6617 SHEET: 14 GA. FLAT STUD AT OUTSIDE 19'- I 1/2', 35 3/6 12 PORT WAVEGUIDE 16' ROUGH OPENING i LAYOU 22' x 16 1/2' 8 -13 -96 8 -14 -96 8 -23 -96 6 ! 4 16' LAYOU - UPDATED DRAWING REVISIONS PER JaR A D.O. UPDATED DRAWING PER JaR 12'- 0' NOTE: FLOOR AS NOTCHED AT DOOR OPENING ALLOWING BOTTOM OF DOOR TO BE BELOW WALL. KFA K.A MEJ SIDEWALL INTERIOR VIEW I/2' - 24'• 0• COPYRIGHT 1996. BLAZER INDUSTRIES. INC. THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES. INC. AND SHALL NOT BE REPRODUCED. USED OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE WRITTEN PERMISSION OF BLAZER INDUSTRIES. 0 ' x IS GA. FLAT STRAP AT INTERIOR FOB GROUND BAR 11=1=M1111••11■A =MIME _- ■-• 12' EXH AUS' FA 13' x 1 3" 11.0. SIDEWALL 2 INTERIOR VIEW I/2' - I'- 0' X21.' •.. 1.1..112 MUSTR I INUJSTR[£S, IIC. Pfl RV 1. MX.= MODULAR 12 X 24 .OREGON 3/4' A x B BLOCKING AT EXTERIOR 6 • 1/2• B' x IB OA. FLAT STRAP AT OUTSIDE. TYP. 1/2' a tl S'- 10' ENDWALL A INTERIOR VIEW 1/2' - I'- 0' ROUGH OPENING FOR FUTURE WAVEOUIDE 22' x 16 1/2' TYPICAL Of THREE 6' 6' LAYOUT I � 1 IN II'- 6' ENDWALL B INTERIOR VIEW 1/2' • 1'- 0' EQUIPMENT SHELTER for ROHN EST. 1 636E 5'- 10' 2 x I BLOCKING I/2' AT EXTERIOR TYP. AT WAVEI3UIDES [31 CADD: WALL FRAMI 6617 -FR DRAWN BY: MEJ DATE: 6 -1 -96 U.S. WEST WEST LINN. OR. JOB NO. 6617 SHEET: 14 GA. FLAT STUD AT OUTSIDE 8 -13 -96 8 -14 -96 8 -16 -96 8 -23 -96 16 - 3/16' DIA. HOLES FOR •10 TEK SCREWS REVISED UPDATED DRAWING UPDATED DRAWING PER 0,0 2 I/2' UPDATED DRAWING PER MEMO STEEL PLATE in TYPICAL AT ALL FOUR CORNERS 10 GA. STEEL GRADE 636 TOP 6 BOTTOM FLANGES IDENTICAL FASTEN TO C6 x 6.2 CHANNEL AT PERIMETER ■/ VERTICAL I /8' FILLET WELD IF.C,A,W.I a.:: STRAP 3° 0' 24' NOTE: STEEL FRAME TO BE PRIMED AND PAINTED. C6 x 8,2 CHANNEL AT PERIMETER OPEN SIDE OUT 13•- 2 I/8• 3/16' _FLOOR�r RAM I NG ,IN CUSTOM, JOIST CUSTOM 5' STEEL JOISTS • 24' oc. SEE DETAIL e CS x 6.7 CHANNEL JOISTS EACH SIDE OF OPENING STEEL FLOOR FRAME INSIDE EDGE OF STRAP 2 24•- 0' K,A COPYRIGHT 1996. BLAZER INDUSTRIES, INC. Ksn THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF BLAZER INDUSTRIES. INC. AND SHALL ME J NOT BE REPRODUCED, USED OR DISCLOSED TO OTHERS EXCEPT AS AUTHORIZED BY THE MEJ WRITTEN PERMISSION OF BLAZER INDUSTRIES 19'- 11/2' CS x 6.7 CHANNEL GRADE ADO TOP �1, BOTTOM FLANGES IDENTICAL FASTEN TO C6 x 8.2 CHANNEL AT PERIMETER r/ VERTICAL I /8' FILLET WELD 1F C,A,W,1 2 I/2' x 12' 3/16'-. STEEL STRAP CENTERLINE OF DOOR 22' SINGLE -PASS FILLET WELD EACH SIDE AT EACH FLOOR JOIST. INSIDE EDGE OF STRAP 10 STRAP AT DOOR DETAIL 5 7 • 0 . INDUSTRIES. INC, wo FRAME LIFTER LOCATION TYPICAL OF 4 SEE DETAIL 2' c I' x I /8' BAR CHANNEL CONTINUOUS BENEATH JOISTS. SEE DETAIL EXTRA JOISTS AT BATTERIES SPACE • 12' oe, RUN BOTTOM BOARD PERPENDICULAR TO FLOOR JOISTS. TYP. I x I S1 AL ANGLE AGA;NST OUTER RAIL BENEATH DOOR AU0 FLOOR DECKING. SEE DETAIL OE MIDSPAN SUPPORT 2 I/2' x 12 x 3/16' STEEL STRAP 1' X 1' STEEL ANGLE WELDED FLUSH WITH TOP OF JOIST /RIM. SECTION VIEW STRAP LOCATION ON FRAME MODULAR 12 x 24 OREGON BAR CHANNEL '\. STRAPS AT DOOR WILL EXTEND 3' DOWN ONTO 6' PER. CHANNEL WELDED AS SHOWN 1' ■ 2• x IS •r Non: STAINLC33 STEEL ANGLE. t:x••■x■11Ne WELD ALL AROUND BOTH SIDES TO PERIMETER CHANNEL •/ 114• FILLET .6) FRAME LIFTER DETAIL 3' • I'- C 0 STRAP- TO -FRA E DETAIL r 1• x 2• x ;leg. 20 GA. STAINLESS STEEL MNOLE, CS x 6.7 CHANNEL AT EACH SIDE OF FLOOR OPENING FLOOR NOTCH DETAIL_ E■U I PMENT SHELTER for : CADD: FLOOR FRAME 6617 -FM DRAWN BY: MEJ RO _N EST. 1636 DATE: 6 -1 -96 U.S .WEST ,� WEST LINN. OR. ..JOB NO. 6617 SHEET: