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HomeMy WebLinkAboutPermit MI2000-025 - TUKWILA AMOUR - ANTENNAS• M12000-025 Tukwila Amour 5301 Southcenter Bi EXPIRED 4. City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Cont Type: Gas/Elec.: Units: Setbacks: Water: Wetlands: 115720 -0140 5301 SOUTHCENTER BL NSFR MISCPERM RCM II--N 001 North: .0 South: N/A ;ewer: Slope,: Permit No; Status: Issued: Expires: MI2000 -025 ISSUED 07 /1S /2000 01/14/2001 Occupancy: EOUIPMENT UGC: 1997 Fire Protection: .0 East: .0 West: .0 N/A N Streams: Contractor License No: BROOi::TIO44MW OCCUPANT OWNER CONTACT CONTRACTOR TUKWILA AMOUR 5301 SOUTHCENTER BL, TUKWILA WA 9318E CASUAL COLLECTIONS /HTP INTNL 5301 SOUTHCENTER BLVD. TUKWILA WA 93183 RAY ASHCRAFT 1605 136 PL NE SUITE 205, TUKWILA WA 98005 BROOf <STONE TELECOM INC 227450 YNEZ RD STE 300, TEMECULA, CA 92591 **' k*• kh**• kkk* k*• A• k* kk* k**** k* k• k** k*• Akkkkk kkk*A' kkkk*' k* kkk* A4 * *'kk4kkkk4 *kkk *kkkkkkk.k *k.Ak Permit Description: INSTALL TELEPHONE ANTENNAS TO A STEEL PLATFORM ON THE ROOFTOP OF AN EXISTING BUILDING. * kk* k* kk• k• kk** kk* k• k* k• k* k* kk**** kk* k• k*** kkkkk* A, kkk kkkkkk- Akkkkkkkk •kAkkk **k*kkh *AA•*kkk4A Construction Valuation: $ 50,000.00 PUBLIC WORKS PERMITS: *( Weter 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 Tinre: 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: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: k°AkkkAkkkkAA* Akkk A4* kkAk** Akk kkkAkkAk kAkkAWA* kA kAk* kAA4 *kkkAkkkA;kAk4kA4kkkkk4kAA4A TOTAL DEVELOPMENT PERMIT FEES: $ 952.84 ** '* * 'k k A k** k '4 4 '4 * 4 4 4* k 'Akk * 4 4 k 4 A* •A k 'k k k k •k * '4 4 4 k 4 k 'k k k 4 4' k 4 k 4 k k A* A k '4 4 4 4 4 'k 4 k k k k k* '4 k •k k A k k A k k '4 A Phone: Phone: (206)441 -2942 Phone: 425 -665 -9255 Phone: 425 -367 -5334 Public:: Permit Center Authorized Signature: ate: 7 v 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 wrjrk. I am authorized to sign for and obtain this development perrr i t . Signatur'e:_ Pr i.n t Name:_ 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. lea Date: J- -S20 Address: 5301 SOt1TMCE:NTER S jto: Tenant: Type: MISCRERM Portal It: .115720 --0140 k k AfiA** k *•** k* k**k k k*•k k k ** Alt is * k k * ** *A k k** A k A k* k* k *A•k k*•k k Ai kA k* A A A * ** * ** ** **411 Permit Conditions: le No changes will be made to the plans unless: approved by the Engineer and the 1ukwi la Building Division. When special inspection is required either the owner, architect or engineer shall notify the 1ukwila Building Division of apps►iittrnent: of the inspection agencies prior to the first building inspection. Copies of all special inspection :reports shall be submitted to the Building ;Division in a timely manner. Reports shall contain address, project . name, perr l t number and type of inspection being performed. The special Inspector shall submit a final signed report stating ° whether the work requiring special inspection was,''.. to the best of the inspector's knowledge, In conformance with' approved plans and specifications and the applicable workinnship provisions of the UBC, Al 1 `constr..uction to be done in conformance with approved` plans and requirements of the Uniform Building Code (199/ Edition) as amended, Uniform Mechanical Code (199/ Edition), and ; Washington State Energy Code (1997 Edition). �►d Validity of Permit. the issuance of a permit, or approval of plans, specifications, rand cumputat ioe s shall not be con- strued to be ra permit for *, or an approval o►`, any violation; of any of the provisions of the building code or u•f any other ordinances of the jurisdiction. No permit presuming to give' authority to violate or cancel the provisions of this code :. :shall be valid. 6. Electrical perm i ter shall be obtained through the Washington ,State ;Division of tabor and Industries sand . all electrical wort. will be inspected by that ageec:y (248-6630). All permits, inspection :records, and approved plans shall be available at the job site prior to the start of any :con- struction. 'These documents; are to be maintained and avail- able until final inspection approval is granted, 8. All structural welding shall bt done by W. A.O..O. certified welders and special,; 1n' pected (Ut)C ., Sec.. 306(a)b) . 9. All high-strength bolting shall be special inspected (UDC Sec. 306(a)6) . 10..Bolts installed . in concrete shall be special inspected d (UUC Sec. 1701.5,2). CITY OF. TUKWILA Permit No: MI2000 -025 Status: ISSUED. Applied: 02/08/2000 Issued: 07/18 /2000 „' 1§ CITY OF T —KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant, U ,( ■ A.... A,,to. I. 10. 0 —ate.. Value of Construction: III..•. Site Address : City S ate/Zip: Tax Parcel Number: a -• • •_ ► . ..1C t_ s • .. . • 'i Property Owner: i>k i 'Y�IEIZS�.1 �►� ��u�cc= "" Phone: (253 ) 351- 5=4 Street 0 1 W. )'4L ~1 .1T. AL1? a4,1 , �1� C`I8 =;e/Zip: t__IL_ Fax #: (753) .M.1:015. , Contractor: i 1 `� yip 5eL::rEt Phone: ( ) /A / Street Address: A/A City State/Zip: Fax #: ( ) , //iii Architect: h. I. I ___,. C �_ ' ' Zd Phone: (L425 v� " 9 ZJ Street Address: City State/Zip: • • .-) ... I i • ik • . ._ r I A . P A A Fax #: (q25) WSJ 1 � �'�/ Enginee . Aa. ioSo,,1 (5/%#\) Phone: (2 00) Was --115SO Str • et Address. State/Zip: Fax #: (20(0) (4 _ �ZZ.. ��City • Contact Person:-RA Phone: (426 )D'' o J " ��.Jt6(1 Z.0 J Street Address: City State/Zip: , o5 • /3tom ! • IV. C06LtL- "Vt!►�.. W4 9 5 Fax #: (11t,S ) 8i05 - 9 MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: «o REFILLED OUT BY APPLICANT) Description of work to be done (please be specific): \k.AE MtL&rlt , . IEtE"' 4OI&E 441EMNAS lb , A Seg., i 01,1714E •PsCorll, OF •41.1 __.... 6t;1517 ruttE LFoR WI S Will there be storage of flammable/combustible hazardous material in the building? ❑ yes 71 no Attach I!st of materials and store: e location on sesame 8 1/2 X 11 is er Indlcntin uantltles & Material Safes Data Sheets Name: • Above Ground Tanks 1:4 Antennas/Satellite Dishes • Bulkhead /Docks Commercial Reran( ❑ Demolition • Fence ❑ Manufactured Iiousing•fieplacemunt only ❑ Parkin: Lots ❑ Rotalnin; Walls ❑ Tem ora ' Facilities ❑ Tree CuttIn: emomma APPLICANT RE • UEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Channel Izatlon /Striping ❑ Flood Control Zone ❑ Landscape irrigation ❑ Storm Drainage ❑ Water Meter /Exempt It ❑ Water Motor /Permanent 11 ❑ Water Meter Temp N ❑ Miscellaneous Curb cut/Access/Sidewalk • Fire Loop /Hydrant (plain to vault)N: Sizo(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing ❑ Sanitary Side Sewer N: ' ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Sizo(s): Size(s): �-°�-- Est. quantity: gal tJ Moving Oversized Load/Hauling Schedule: MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Name: Phone: Address: City /State/Zip: Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and Is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review • Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dat llcati ccepteOOO • 9/9/99 nilscpnu.doc Date ,10Bir ; 0 Appllcat •n taken • : (f 4 A1.1 MISCLIInNLOUS PE' 'IT APPLICATIONS MUST RE SUBMIT . " WITH THL FOLLOWING: > ALL DRAWINGS SHALL SE AT A LEGIBLE SCALE AND NEATLY DRAWN 140.!:" , BUILDING SiT.UPri irA415 UTILITY PLANS ARE TO BE COMBINED w. > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ri SUBMIT APPI I( AT ION ANT) RFQUIRFT) ,Above: Ground Tanks/Water Tanks - Supported directly,upon :eXceeding 5,000 gallons and a ratio of height to diameter exceeds 2:1 • ( HF( KI ISIS FOR PERMIT REVIEW t grade or width which Sub'r1it checklist No: M -9 ' Datos -05.7.000 :'Antennas /Satellite Dishes j�� ��,� � . Submit checklist . No: M -1 1. _ , r, Fax �� (N15 12426 .9Z5�o in Bulkhead /Dock . ,City /State/Zip: :Submit checklist. No M -10 1CoMM rcial(Reroof..;: ' • Submit checklist No: M -6 ❑ ' purge itieg f.. . ' Submit checklist No: M -3 ❑ Fences - Over.6`.feet in;Height Submit. checklist No M -9 ' (Land °Altering /Grading/Preloads Submit checklist No M -2 ❑ ' Mikcellaneous;Ptiblic' Works Permits Submit checklist No: H -9 • in Manufactured. Housing;(REID INSIGNIA ONLY) Submit checklist No M -5 Moving Overslzed Load /Hauling Submit checklist No: M =5 Parking Lots '''i` Submit checklist No: M-4 •_ ❑ IRetpining Walls ;• Over 4`feet in height Submit checklist No: M -1 ❑ 'Ydniporary'Facilities Submit checklist No M•7, in :Tree Cutting' Submit checklist No: M -2 Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license, will be required before the permit is Issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". 1141ligigWnar /Authorized Agent' If the.apphcnnt Is other ihelif the owner, registered architect/engineer, or contractor the' =State of Washington, a notarized Icttor,from'the,property owner authorizing the agent to submit this ermlt applic tflon nhd obtnIn:the permit will be re i ulrod as • art of this submittal, 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING `OWNER .OR'AUTHORIZED AGENT: Signatures .0._ t Datos -05.7.000 .� • Print name: j�� ��,� � . Phone; ' (112.5 1. _ , r, Fax �� (N15 12426 .9Z5�o ^ddross; ,City /State/Zip: o , 1 w 00 0 � w N U. wd N d �w z� w §N u. N fist * ****6*4 * * * * *4 * * * * 44e *4 4*AA ***44k* A ** * *A:rh8Af*AkAh* *i *N4 t:1'tY.ar` tUIrWILA, yip 1RAnsfif1: p t14 ML'T Humber: 09000322 Arus,r,t 952.£ 4 071tfi %�.)O 05:44 Pitv*±c&nw I4Qthpdt I.`f1I:ct► ku atinrit OROOK3lOt4fi 'fhI.I; Inik;t I0)0 4 M 44/ Or {. 1a .14* * ** F 44 •• • aYi /N .W M M•• ♦• Y *4 Mf IY11 w f+ •• 1 V 1[ Or it .4* ,4 •- 1Y1 IM •. .. /• :' t -. .. •' *4 • r ••A: 4**40* *4 I't1,•Mit 001 MX::( 0)0-'()15 Typo: Ii (Sf l'klili iI9(I:I.).AfNEOUg PI RNIf I'kr f:ItII 1Ipi 115720-0140 3 ' G Ids1Iiuf i t 1:)O1 9ntl'f HCriurI I, 011 Total I?+l+?at 952.04 I h i ti I'uyee t 952 .04 Totti l ALL Norm: 952.04 IIo11sici : .00 kk *4A # **44* *)4 ***.* * * * *I * * *** *1(44. 004 * *J►**4 * *Mi *k {* 4 * *b**+ *k' ## ;`:Acci :'u,nb Collo I>a.or,i "iptiirlt Alptt1mt 00/3?2. 100 . autumn; .. ,E11 t'7 4.75 000 /34 034. PLAN CHIiCI; RCS 373.39 0/3,0b 904 VA IL 00.1:0100 SUftCHARtlt 4.90 .. 1I".. 1. 4114 s. fl.MY Yr• 44 • • Ik 1• /L :11• A YI 44 4 ti .1 1 •. • 444 4 4 4 . . 64 1 ! 1 I • 44 1/ • 1 K Oa •• .1 1J •/i 1. • Y. 1• 10 1. 1 V 14 11 ■P ,k M •I Y► •11 •# 1 mi.-x:0o- ()az 446 07/19 9t17 TOTAL 95244. INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila .WA 9818 11 _ INSP1ECTION Retain a copy witI jrniit t., PERMIT NO, (706)431 -3670 Pro ect: LJX Ai/ f .. /91.'!1024. I'"" �' T 4' a of Ins' ection: c Address: ,r 1 ' / LVA rat : Iled: 2 d pecial instructions: Of' 4;o•v.. , rods /tom af` "�. S //eet+" sii/AC 'liii,e Date ante •: a,,, .. . phone`` 7 tali `" 'DUO Approved per applicable codes. Corrections required prior to approval. COMMENTS: r ■ ■ 1 0 Q w ,� � ►. .• \ - � � .. ac. 1, Bin Inspect c 41 -10 ED $47,00 REINSPECTION FEE REQUIRED, Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reins, ection. Receipt No: • Date; x { " City of Tukvila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 27, 2002 Mr, Ray Ashcraft 1805 136 PI NE Suite 205 Bellevue, WA 98005 RE: Permit Application No, MI2000.025 Location: Tukwila Amour 5301 Southcenter B1 Dear Permit Holden In reviewing our current records the above noted permit has not received a final Inspection by the City of Tukwila Building Division, Per the Uniform Building Code and /or Uniform Mechanical Code, every permit Issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit Is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit Is suspended or abandoned at any time after the work is commenced for a period of 180 days, Based on the above, you are hereby advised to: 'Call the City Of Tukwila Permit Center at (208) 431.3870 to arrange for the next scheduled Inspection This Inspection is Intended to determine if substantial work has been accomplished since Issuance of the permit or last Inspection; or if the project should be considered abandoned, The Building Code does allow the Building Official to approve a onedlm. extnalon uo to 180 dava, Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken, In the event you do not call for the above inspection or request and receive an extension prior to October 18, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation In this matter, Sincerely, Kathryn A. Stetson Permit Technician Xc: tpe►1M1..F.ilsN1 .MI2000.025::' Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director June 18, 2001 Wes Butt 29445 -- 232nd Avenue Se Black Diamond, WA 98010 RE: Release of Bond Bond No. 929129957 Dear Mr. Butt: This letter hereby authorizes the release oldie bond referenced above in the amount or $20,000,00 for the installation of backfluw prevention device for the property located at 5301 Southcenter Bi. I have enclosed a copy of the bond for your reference. If you should have any questions, please contact our office at (206)431-3672. Sincerely, bait Brenda Molt Permit Coordinator end Kco Pilo Na, M12000•025V 6300 Southcenrer Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3605 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 23, 2001 Ms. Nanette Brooks BROOKSTONE TELECOMMUNICATIONS 2535 152" AVENUE NORTHEAST Redmond, WA 98052 R APR 2 3 2001 COMMUNITY DEVELOPMENT RE: Final Letter Regarding Suuthcenter Cell Tower 5201 Southcenter Blvd. — Tukwila, Washington Dear Ms. Brooks: Project No. 066 -00179 Permit No, 141 200 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Epoxy Bolting Inspection To the best of our knowledge, all work which has been tested and/or inspected has been found to bo in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 1997 Uniform Building Code, If you have any questions or if we can be of farther assistance, please do not hesitate to contact our office at (253) 939.2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC, deir■Or-t-F, m ''tt Project Manager Pacific Northwest Region FRATA pc ce City of Tukwila With Ten Offices Servin Dean Alexander Principal Engineer R.P.E. #30508 Oky The Western United States 1501- 15* Street NW Suite 106 • Auburn, WA 98002 • (233) 939.2500 • Fax: (253) 939.2356 00179 final • Southcenter Cell Tower ••• 41511KraZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 1, 2000 .. KA No. 066-00179 Permit No. MI 200 =025 Ms. Juliann Koehelr BROOKSTONE TELECOMMUNICATIONS P. 0. I3ox 1496 Temucuia, CA 92593 RE: Special Inspections Southcenter Cell Tower 5201 Southcenter Blvd. Tukwila, Washington Dear Ms. Koehelr, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on August 24, 2000. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on our attached daily field reports were in accordance with the approved project plans and specifications, and the 1997 Uniform Building Code. A guarantee that the contractor has necessarily constructed the structure in ft:il accord with tho plans and specifications is neither intended nor implied. If you have any questions or if we can be of' further assistance, please don esi to to contact out ofiv-te.. Respectf lly submitted, KRAZAN & ASSOCIATES, INC. 2 rIV Odaivv*S ‘#) Samuel H. Hyatt Project Manager Pacific Northwest Division SHH\DA•po co: CITY OF TUKwIt.A Dean Alexander Principal Engineer RPE No. 30508 «• Offices Serving The Western United States 1501 -15'* Street NW Suite 106 • Auburn, Washington 98002 • (253) 939.2500 • Fax: (253) 939.2556 001» 04.1. Kraz an & A ociates, Inc. GEOTECHNICAI ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: b'' 2 s/- OO CONTRACTOR: OSA File/At ,o. OSHPD No. Permit No. .._21L.2.12 PROJECT It U b i 2 i 77 I.O.R.: D C., m,. r.r„ 5 PROJECT: A,sio., r .pt ! . , i' *•.. k, ,: I/. PRESENT AT SITE: LOCATION: ,.,: f /d_ COPIES TO: KRAZAN PROJECT MANAGER: W. d T'" WEATHER: Choi TEMP: Cn S To the best of my knowledge, the above Superintendent/Representative: WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements. Technician: Z15 West Dakota Avenue, Clovis, Ca 93612 8020 W. Du Ave. Ste. 8, Visalia, CA 93291 4231 Poste rAve., 8akersa'te1d, CA 93308 1025 Lone Pays Ave. ar8G, Modesto, CA 95351 SS0 Parrott St. a 11, San Jose, CA 95 112 (559) 348.2200 (559) 651.8267 (661) 633.2200 (209) 572.2200 (408) 271.2200 123 Commerce Cycle, SScrimento, CA 95815 226 N. Sherman, Ste. A, Coronet CA 92880 25418 74th Ave. S, Kent, WA 98032 383 Equ.str*i Or., Foukbo, WA 98370 13434 N. E. 177th Face, WoodIrMllt, WA 98072 (916) 561.2200 r r (909) 549.1188 (253) 854-1330 (360) S98•2126 (425) 4354519 9 Lit t City of Tukwila DEVELOPER'S PR` JECT WARRANTY REQUEST FORM :••d' ,.Y ;;•:y:: a�. v: r:>••: yx�.•:.::< ;; h; ya:t #h.: ` r Xyti jY. iµ.. v, `..: ..:.,f`: . s*: i;.. . +:;' •. :cix :::x%• >yr..,.:;.r,,•.,.,. ;y:• ;$ „� ... "•^ v.+?' ;.K. > . �4;`S ii�3>f. • �l �� ''{ �, r 2' :say'••• . #" r.• •: { t :/#:..�:.. r. tr> :'t` <•:r...:.x.t•::;........... ....: ..t.:•r:::�::•;••.•:v�.•,x; ,.•:,+.'.�•.•; x,c, ..;,. 3,'F.:;.; :. «r,. >.>o-•>5.:;,�:�: iF �rnt•Gi6t�}:•.4r�:� DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) S 30 s& -G< -C. 1 od PERMIT NO.: HT- 20W 025 NAME: 1,0 es ADDRESS: CITY/STATE/ZIP v� TEL. NO. O - ,s. - As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of , O! CJ ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final Inspection by this date: ( 7 /_/,,A,_/...g �, or risk having the City use these funds to carry out the work wNh their own contractor or in-house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work list■t"ove prior to requesting inspection and release of these funds. SIGNED: cC :,.(.. 20 OQ O CASH THIS FUND 111 AUTHORIZED TO NE ACCEPTED. DEPARTMENT HEAD: CASH EQUNALENT CITY RECEIPT NO, el064.4 q al? 1' DEPOSITED THIS DATE: RECEIVED BY: 72 HOUR NOTIFICATION MISFBCTION AND IIILBANK DEVELOPERS REPRESENTATIVE: ,y;•yr >� . •; 2?' >4 :>y:`4 >y'.s.,te• :.;:. >,x:1y;.> tc %f CHECKED BY: vl 1 • All work identified In Section 1 of this form has now been completed FOR and returned to department which authorized warranty. I hereby OF FUNDS rogue spectlon and release of my cash/cash equivalent. ‘<';''' ..4.6 .. DATE: / -1F- o 1 have reviewed the above work and found It acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: i DEPARTMENT: f-PLA...) .011e:. Y# AMOUNT: L� ODD CASH EQUIVALENT - LETTER AUTHORIZING RELEASE Upon completion through Section 2, Finance personnel shall send copies to: . - Developer - Finance Department - Permit Coordinator, DCD RELEASED THIS DATE: RELEASED BY: 4 r ffi-o FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: _ Developer # - Finance Department tit t �, N, - Permit Coordinator, DCD I.�t ;8 11:2 Og •r. Bond Number; , 929129957 PERMIT BOND -- CITY OF TUKWILA Permit Number; Kt 2 -Q0-c KNOW ALL BY THIS! PRISINT, That we, Fire_Slistans Westinc. , as Prineipel (the "Principal ") and ; ma ltv gany of Neadin .a Corporation, authorised to transact surety o business In the Sate of Washington, is Surety, are jointly and severalty asily h eld and firmly bound to the City of Tukwila, Washington, In the penal sum of ousand Dollars (2 2 .00 ), lawful money of the United States of Amaries, for payment of which sum on demand, we bind ourselves, our heirs, legal r �: representative., successors, end assigns, NOW T I lPORO, THE CONDITIONS OP THIS OBLIGATION ANI SUCH, that: The Principal has applied for a permit for the purpose of aliadallitilan of i3ackflow Prevention Device and may hereafter apply for additional permits from the City, This obligation Is entered into pursuant to the statutes of the State of Washington and the ordinances of the City of Tukwila, Nth' said Principal shall comply with all applicable ordinances, rules, regulations, any Nnendrnents hereto and any permit conditions, than this obligation shall bs void, If not the bond will not be void and will remain In full force and effect, PROVIDED, HOWEVER, that; 1, This bond shall continua In force until cancelled by Surety giving thirty (30) days written notice to Obligee end Principe, of Iii intention to terminate its liability hereunder, and 2► The IIeblNty of Surety hereunder shall in no event exceed the penal sum of this bond, as stated above, regardless of the number of years the bond shall be In force, • )} ED, AND SEALID this 1 day of June WITNISS OR MST; 2000 . "NAME OF • • ANY oy, noi • POWER OF ATTO'Y APPOINTING INDIVIDUAL A'.� �RNEY -IN -FACT Knout All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinois corporation, NATIONAL. FIRE INSURANCE COMPANY OF HARTFORD, a Connecticut corporaticn, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania corporation (herein collectively called the CCC Surety Companies "), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois, and that they do by virtue of the signature and seals herein affixed hereby make, constitute and appoint Hendrik Grootendorst Rebecca S. Graves, Jud M. Thomason Timoth J. Nielsen Ma tee Walden, Carol Gregus, Individually of Portland, Oregon their true and lawful Attorneys) -in -Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf bonds, undertakings and other obligatory instruments of similar nature - in Unlimited Amounts - and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations and all the acts of said Attorney, pursuant to the authority hereby given are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Laws and Resolutions, printed on the reverse hereof, duly adopted, as indicated, by the Boards of Directors of the corporations. In Witness Whereof, the CCC Surety Companies have caused these presents to be signed by their Group Vice President and their corporate seals to be hereto affixed on this 15th day of December , 1999 CONTINENTAL CASUALTY COMPANY NATIONAL FIRE INSURANCE COMPANY OF HARTFORD AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA dett#14 Mervin J, Cashion Group Vice President State of Illinois, County of Cook, se: On this 113th day of December , 1999 , before mu personally came Mervin J. Cas Ion, to me known, who, being by ms duly sworn, did depose and say: that he roe dos In t� o Ctty of Chlosgo, State of Illinois; that he Is a Group Vico President of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described In and which executed the above Instrument: that he knows the seals of said corporations; that the seal* affixed to tho sold Instrument ere such corporate seals; that they worn so affixed pursuant to authority given by the Boards of Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporations. ••••••••••••••••••••••••••s _ "OFFICIAL SEAL" • OIANI FAUU NER My Commisdeit iuoiNS iI/1 p1 • ••••••••••••••••••••••••••i My Commission Expires September 17, 2001 CERTIFICATE Diane Faulkner Note ry Public I, Mary A. Ribikawskis, Assistant Secretary of CONTINENTAL. CASUALTY COMPANY, NATIONAL. FIRE INSURANCE COMPANY OF HARTFORD, and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA do hereby certify that the Power of Attorney herein above set forth is still in force, and further certify that the By-Law and Resolution of the Board of Directors of each corporation printed on the reverse hereof are still in force. In testimony whereof I have hereunto subscribed my name and affixed the seals of the said corporations this 1 day of Ju e , ma. (Re .10!•1197) CONTINENTAL CASUALTY COMPANY NATIONAL FIRE INSURANCE COMPANY OF HARTFORD AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA Mary A. Ribikawskis Assistant Secretary authorizing ByLaws and Reso lu, ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of Directors of the Company. "Article IX— Execution of Documents Section 3. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time appoint by written certificates attorneys -in -fact to act in behalf of the Company in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys -in -fact, subject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority previously given to any attorney -in- fact." This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of Ole By -Laws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following By•Law duly adopted by the Board of Directors of the Company. "Article Vi— Execution of Obligations and Appointment of Attorne•In•Fact Section 2. Appointment of Attorney-In -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or Group Vice President may, from time to time, appoint by written certificates attorneys-in-fact to act In behalf of the Company In the execution of policies of Insurance, bonds, undertakings and other obligatory instruments of Iiko nature. Such attorneys-In-foot, subJect to the limitations set forth In their respective certificates of authority, shall have full power to bind the Company by their signature and execution of any such Instruments and to ottoch the coal of the Company thereto. The President or any Executive, Senior or Group Vice President may at any time revoke all power and authority previously given to any attorne•In•fact." This Power of Attorney Is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993, "Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of tho ByLaws, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any cornfields of any ouch power and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is attached, continuo to be valid and binding on the Company," ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL. FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney le made and executed pursuant to and by authority of the following Resolution duly adopted on February 17, 1883 by the Board of Directors of the Company. "RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice Preeldent of the Corporation may, from time to time, appoint, by written certificates, Attorneys -in -Fact to act in behalf of the Corporation In the execution of policies of insurance, bonds, undertakings and other obligatory Instruments of like nature. Such Attorney-in-Fact, eubject to the limitations set forth in their respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument and to attach the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or the Board of Directors may at any time revoke all power and authority previously given to any Attorney- in•Fact.' This Power of Attorney Is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company at a meeting duly called and held on the 17th day of February, 1993. "RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be affixed by facsimile to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Corporation." Jun- 05- O6:O §:43A kris & Wes butt 11Hr."'4 r UVu f rit ur •`tu rue ioark tut ,360 J6 -9744 Fire tern H estf. Inc. 219 Frontage Road North, Suite $ • Pacific, Washington 9$04'l • Phone (153) 11ss -i24ei • "r' as (253) 755.0i13 1.ir, ;: 'v% t'. 'kitty 25, 2000 PK t'aulenhit, 4)01 W Main !Aron. soar A A1aMtrn. WA 9,1001 Attention.. Wes Uutt Pax. 360486-9144 1Gt!>rrenc0, Vigo Platca'tion Sprinkler System* Amore: on tho D1rMd44y Proposal Oum°. 310, 200,40 Plus Applicabta Taos Hood* Provide design, purntit• rnattwrlul And labor t4 install unit b" douhlc detector check ~alive in A Vsuh Nolo, All enervation don's by other*, gravy trw tho bottom oettva vault by nthof 'ihlx price Is based on jut' bang dope itt 16 man hours Any roan hour% Hitt he don* oil rhea a'td nwtcrit►1 UAW. Wcctttcaatta, Ot •1►uut1, painting, patching, lire alarm, wiring of tstirnrc►rs, any moditicatiOns to this proposal vd required by the " Authority / laving Jutiszdictian, relocating of coloring Pipe 101 oho insert, cacn116on And 1s�cos This is for work perfumed during normal woikint; bout* and will remain in cfrort fur thlrty daytt, taller which it will bcs wb jtccl to out rovivw, All wank will be performed to the *milliards ofN1iPA, State anti local Autluxitivi, Upon, ccptat1u:, pluue sign unit town ono; copy to our o11 cc+. SicuMcly, Sygons Wort, inc **►... ,link NACt. •FI G M:i ♦4U A.CCCier ED BY; PURCIUASF, ()tw :s;c:.....,,.,,, •••■- ,..,.. -..» ••■•••...... ., ... OATl.171, r'rOht S1 - T -06 ; 0 P.02 .�.... fo`^ re, OR'anr,4n'' 'r. 01 Jun-00-00-09:46A kris 8, Wes butt Pioast 114.11 1J411.111wt.itutpi Milt 1; I tt,t..ttetti fat mo 4111114'. 0 'a • fltliflalaltatublanclitinsagicasauisw.stmarnmr.arnwrIginimagignatIntsualimpubowiliga •4.e• Proposal 360-P36-9744 Page No. nt BUTT CONSTRUCTION Wesley Butt 29455 232nd Avenue S.E, KENT, WA 98042 (208) 888-0147 171rplAXI,'":37.5imiffirg C4.4-y. MONIT•44...”0 •••■■••fIO JON wort. " F4, srAtg A tliii*Ma ' Af-10141Tra. - • - Firilit 11P 111-4.-4 7178 IMATiOn iM P.01 Paget; tomm4Wmaxmnrwma4.lmin•umm ..1.4•••.••••••■•••11.4.1.41.....4.4.......1•••■•••■yoOoloor.r. 11.01111110.0•■•■••......110•11140.111.114..*4...11.1/....11.0.1..faubwroo.aosmosi.A.A. Nititthtf:#10:11ttiltillitt10111111e11611AMPOMIN410Witiktil!tpt itt,11:terrzip qinnt:614644114041011061101111100111911111116 befre4101110 ktet&li”NOONIPIIPIttl varifications ind ostiflales tar: 1 1 • 11 Sail" a. at •V I" 111S464004 VAJoi gAur, 6 01.1, a cdt461,0u-kkt v.Ig..04)•4'. 4 „F 1.44,AAS..vikuvrg. . e t. 4. 4. s 1 • 1 • 1St 11.1,1 frls • liFilliA41"16." 4"I'''1'1''''''"-"M,i'44","AVIA.01.44.0.114444100,0114.440 40,4440,00,44.0•41144:441M4454‘ii'044110114'r4.0•1:4•444;1444444Figigfiti4444;;;41;414;44 IV forupoor IlWUt.Iy ki lurnliIi mutat:nil and labor — complete In •Iticurcionce with NIX/V4:1 lipt)(4111C4111/114 • Inr the T.I4m et! " ($ R 4:5 0 &now k • " • .14•••••■•••••••••••••••••■••1•10-troro.,••••••■•O or..1•1•••• All tnatoriiii • tittgroilinok1 u try i, Fproilikd. All work la b comiliclo.. p,wcn,tnildwr Mannar *O'di'ii f ‘Litticnisd firset/ms. Ana, simention.ar rlitsciatoisi trim; ptliwg. 114A# involvinil Mani cruhl will 14 asu4.(.14i1 011011 wrattA rdhr, pint will OP4Alitig.1ti •ara clunk, own' isnol ubli1114111 All aitrutrinity cunlingunt upon 11111Allb 4CCW111y111 for 0444Y% bir7ar41 our conIrcii. Ownsp to -Tony ItW 1.cars4do 49.1.‘4114iii ntfis4woly t1in• wiroior3 � holfy tty Woriumin's Colriponanm Iwvui Athriai 5i4h4ittsio ----- Nola: This propoopii may bir .... boo O. Go•04.41to. • +0. ',To' VS 0144,, withdrawn by us if MA accepted within 110 r.4.1,1•••••■•••-1 AM= ..... Maai:atrirVOVSISSIValtnaby:ri-lUllt4OWNWifhi,S.11. MKRIFinmwsvompousempearoinausaago•44asustvousszsi“ snwOMMIKW1114114,0511.10004444,4.142i104,104.1171/1.14*.l.A.1.1X/A.L.M.P.P1.11,4, Art11411141. at rip, potful ithovri prices, spe,olicAtioils and t;on iticam •11 ry bitliattacti.1110 i4f41 YOU 314) CilltIQrt ($c tho WW1% il Pity011.1til.w111 140 1'1I S Citnliilud 6140YV. Otelei 01 At:Gtiptiince; • r.vnaturs — hew \ 1 1 1.....NVIVIMM.A.1.4.331.1,141411.........14.M4444AMIN:IMOTAWM.N.1010411.10.64:4:::.:1,;11.1.11111.11/41NVINCI 1.:4”..”11111112MaalCaUTISIII111.311.1a1.11411r.n.Vt; ;;;.;;Ir • February 23, 2000 PK Partnership 901 W. Main Street Suite A Auburn, WA 98001 RE: MI2000 -025 Tukwila Amour /Amour on the Boulevard 5201 Southcenter Boulevard In order to meet Washington State Department of Health requirements for protection of water supply systems, the City Of Tukwila adopted Policy 9901 regarding backflow prevention devices on fire, irrigation and domestic water lines.: The Tenant Improvement application referenced above triggered inspection of the backflow devices on your building. A City representative 'recently visited your building and reported it may be deficient in backflow prevention. In order to help us determine if the above building meets current code requirements, please provide the following information: 1) For each existing backflow prevention device: a) Location (actual physical location) b) Which water system protected (fire, irrigation, domestic water) c) Installation date d) Manufacturer e) Serial number f) Model number g) Maintenance records for the last two years 2) List of all tenants in the building and each tenant's major activities. During the determination process, the Public Works Director will withhold issuance of the above Tenant Improvement permit. Page 2 MI2000 -025 Amour Based on the information you supply and on information the City's Operations Department supplies, the Director determines if the building meets current code requirements. If the building does not meet current code requirements, the Director requires installation of approved backflow devices. If backflow device installation is required, you have the following two options; 1) you may install approved backflow prevention or 2) you may bond for installation within 6 months. The Director will withhold issuance of the Tenant Improvement permit until the Permit Center receives either plans for installation or a bond for installation. These two options are outlined below. 1 If you opt to install, you may install under a separate Miscellaneous permit or you may install under the pending Tenant Improvement permit application. If you opt to install, you must supply plans, stamped and signed by a Fire Prevention Designer, to the Permit Center. If you opt to bond for the installation, you must provide the following to the Permit Center, 1) An original installation estimate, 2) A bond for 150'/0 of the installation, and 3) A letter stating your intent to install and expected installation date. 1 I have enclosed some information to help you. Please call Jill Mosqueda, Development Engineer, or Jim Morrow, Public Works Director, at 206- 433 -0179, if you have any questions, Sincerely L. Jill Mosqueda, P.E. Development Engineer Enclosed: Policy 99 -01 Backflow Packet Ps/ Publicworks /backflow /MI2000.025 Amour City of Tukwila Steven MoMullet, Mayor Department of Community Development February 23, 2000 Ray Ashcraft 1805 — 136th Place NE, Suite 205 Bellevue, WA 98005 RE: CORRECTION LETTER 01 Development Permit Application Number MI2000 -025 Tukwila Amour /Amour on the Boulevard 5201 Southcenter 111 Dear Mr. Ashcraft: Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed pt the same Um( and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) offi lets sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to bettor expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed ono for your convenience. accept de through iho mail or by a messenger service. !a; • . !1: ,l _ !; 1II • 1 ! If you have any questions, please contact me at (206)431 -3672. Brenda Holt Permit Coordinator encl xc: Filo No. M12000.025 t. ! 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431.3670 • Fax: 206. 431.3665 PETERSON STREHLE MARTINSON. INC. CONSULTING ENGINEERS IAMB! C.PBT811E0N STEVEN C. STREHLE RONALD E. MAATIN*ON Page 1 Structural Calculations For: SPRINT PCS TUKWILA/AMO if Un er ';:,n(-. thr:t i;,r.. PIGn Check 7ppravals are subjt,ct to errors and omii jor,s and approval of plans dons not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approv d plans acknowledged. RecZW@D FEB 112000 Pusw cWaicss MI 2 8201 SOUTHCENTER BLVD TUKWILA, WA 98188 KING COUNTY PSM JOB # 99224 By: JBP RECEIVED CITY OP TUKWILA FEB 0 9 2000 PERMIT CENTER ►� l irv�r,� � • -4414 • • - . • September 17, 1999 •*'`c' 6'4 ;,2 p it E 21,1_66/: 9/ 2Q01 820 JOHN STREET paM@ EANET.COM SEATTLE, WASHINQTON 98109.5129 C:IMSWORMSTRUCTURAG CAI.0 COYER SHT W•STAMP.DOC PHQNt 206.622 -4580 FAX 206. 622 -0422 PETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS 820 John Street, Seattle, Washington 98109 Start In ut Data: . ... w..■••••• -..- OB: SE35XC001 Tukwila/Amour DATE: Sep 17, 99 BY: JBP UBJECT: Slab design CMU used: Maximum 0 of blocks allow., AB CMU Weight, CMUW No of mounting frames, F No. of antennas, N Wind Toad of one antenna, P Height of antenna cI above roof, H No, of req'd ballast pieces, NB Start of computation W R (0.0158)(N)(P)(H) + 88F Total Ballast required • (NB)(W) 0 of blocks required • W ! CMUW Total dead load on root 8x8x16 21.00 33.78 Ibs 2.00 4.00 123.12 Ibs 168.00 In 2.00 W 423.239 P N 3.1 4 188 1,423.24 Ibs 2,846.48 ibe 42.13 gay( 42.0) per aide 2198.78 Ibs use: ma>dmum of Agg blocks oar sid and attach to roof for eeiamlo Loan 198.70/ (192'e 141,, '9.83 PsA bk .r Typ BALLAST CITY OF TUKWILA FEB 0 9 Mil PERMIT CENTEr SAM .... — r — • r /r/ ! E7•'f1 "'/C.!•i WOWS ••ON. •OW. v.IONEW ..ra. j/ • f a•S 1f. ••••• • • NW • ...w• ,..w SOWS: •..Y. WNW WOWS ^ammo. rem foi •• /.w 11• r 1 Err • r ... r 10 V r! I 7 I • i POINID II WNW SO tiliallOINS SWOONS ji% 1•. Sl • 0 N ufa.. r ar •••■• 1sQ 1 .1 •.•ow. �• w• SWOON. •...f. P.... ••••••■• wwf. "P. ... • �•�. ..w rw.rw.ww...•.. +ww.+www w w...w.ww.vf.ww .f•f WSW . • r .r — Is w.ss f. f.• .1 r w r. • v.v... !w.. •.M •.w•••• •w..• ••.w +•r•. • _r•r+ •• • •• MOM owl w.•.n .•f+w.w•. w•....w�ww+�+++....ww.�.w- 1.• I,•• • . . + SS WS •.II .no.•.... 1' I L/ _• A \ • ,mil i I 1 1, I rit, ,s1•1 t.111 I . or I.. 1 A•• 1 p1• WC I' • • • mom • ••••r••••■••• ...la. M rll.wa , ----- rMNII...IAR w' •f.w. 1— s•••••••.r•1••w•f••• ' I Norte N CR 1 1 ♦ Nee v ./1_,. 1 II • 1 r`' I 1.. • • 430311 hf f00 •. ..r. ' I • • 1 ■••• ViaualAnalysi. irsion 3,60,c) Sprint PCS SEs8XC001 Tukwila / Amour , Thu Sep 16 14:28:17 1999 J,B.P., Check of exist sti bm, for additonal loading Dead load Feet, Kips, Degrees nsfinis 3 • Member MI • Combo (0 +8) Chick f bf bm, for loading Feet, Kips, Degrees 60,000 30.000 0,000 40.000 40,000 Shear Force y <81ed 0.000 -0.060 •0,120 4,180 4,240 Bending Moment z End) fii:t .er .tr 4 • ! ri4s+„ 4394 ' S "M*14 •,i' Key Offset Shear (ft) (K) 1 0,000 54.225 2 38,600 .57.797 3 19.111 0.000 Key Onset Moment 1 (ft) ,000 0,0)0 2 38.500 4,000 3 19.260 577,770 4 38,500 0.000 Key Offset Disp, 1 01000 0.000 2 38,500 •0.000 3 10.250 4,211 Displacement y PETERSON .)TREIILE M ARTINSON, INC. CONSULTINO ENGINEERS IAMBS C.PETEESON STEVEN C. STRENLE RONALD E. MAIITiNSON Project: Sprint PCS SE35XC001 Tukwila / Amour File: C: \Structural projects\Sprint \Tukwila- •Amour W21x96 bm.vap Engineer: J.B.P. Billing: Check of exist stl bm. for additonal loading Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Equation Case Combinations Load Case Case Equation Combo (D +S) 2 +1D +1S Load Cases Load Case Strength Service Results ( 1)Dead load ( 2)Snow load ( 3)Combo (D +S) Yes ►, 1/ 1st Ord ► Member Point Loads Load Case Member Direction Offset ft Magnitude Dead load 1, 141 DY R2 19.0800 28.2500 19.0800 28.2500 - 7.6300 K - 8.3000 K 2.3200 K -ft 2.3200 K -ft Member Uniform Loads Load Case Member Direction Offset End Offset Magnitude ft ft Dead load Snow load M1 1, DY SI 0.0000 30.5000 - 1.7000 K /tt 0.0000 38.5000 - 0.7030 K /ft Nodal Reactions ► Node Load Case SIC rr MY. K K K -ft N1 N2 Combo (D +S) Dead load Snow load Combo (D +S) Dead load Snow load 0.0000 54,2249 -NA- 0.0000 40.6922 -NA- 0,0000 13.5327 -NA- -NA- 57.7970 -NA- -NA- 44.2643 -NA- -NA- 13.5328 -NA- Page 2 of 1 °ITY OR TUKWILA FIB 0 9 2000 PERMIT CENTER 820 JOHN STREET PSM @SEANET.COM SEATTLE, WASHINGTON 98109 -5129 C: \STRUCTURAL PROIRCTS \MONOPOL$S \ADAPT \LRTTRRS\HDR &FTR,DOC PHONE 206. 622.4580 FAX 206.622-0422 1 $t vs Project: Sprint PCs SE35XC001 Tukwila / Amour E'ile: C: \Structural projects \Sprint\Tukwila -Amour W21x96 bm.vap Engineer: J.B.P. Billing: Check of exist st1 bm. for additonal loading Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Design Groups Name Elements LL Factor. Parameters Unity Final shape Exist bm 1 1.0000 Yes 0.6599 W21x93 Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 Dead load 2 2 Snow load 3 3 Combo (0 +S) AISC -ASD Composite Beam Design Group: Exist bs, Member Report, Designed Al: W21x93 SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Lateral bracing at top flange ( +y): Lateral bracing at bottom flange ( -y): Strong axis bracing (parallel to y): Pattern a Continuous Pattern ■ Continuous Pattern • Unbracod Inflection points aro not used as brace points. DEFLECTION LIMITS: No absolute deflection limit. Span ratio deflection limited to L /300.00. STEEL PARAMETERS: ry • 36.00ksi, Using 1/3 stress increase per A5.2. SLAB AND DECK PARAMETERS: f'c - 4.00ksi, Normal 145 pcf, Ec - 3644.15ksi, n • 8.00, t - 8.00in Beans spacing • 96.00in Effective width - 96.00in Slab over steel beam (no metal deck), shored. SHEAR CONNECTORS: Connector type: 3/4" Headed Stud x 2.00in . Capacity: nominal q • 13.30K (Table 14.1) Spacing: minimum ■ 4.50 (3.00 transverse), maximum - 64.00in (per 14.) Horizontal shear, Vh (fully composite) - 491.40K Requires 37 etude between M■ +max and M -0 points. (74 total.) Partial composite action is permitted. Sz(bottom) required - 213.99in 43 V'h (partial composite action) - 122.85K, Sz(bottom) effective a 258.13in ^3 Minimum of 10 studs between M - +max and M -0 points. (20 total.) 1,1213193 INFORMATION: A • 27.30 in 42t d - 21.62, bf - 8.42, tf - 0.93, tw • 0.58 in Iz • 2070.00 in 44, Sz( +y) - 192.00, Sz( -y) • 192.00 in "3 COMPOSITE SECTION INFORMATION: Iz (transformed) • 7244.09in44 • In positive moment region: Sz(top) • 995.19, Sz(bottom) • 324.25in 43 Extreme Checks Only Steel Flexure Check (Construction): .... • ........ ..............411.....1 vn..h► s .. lIEOEIVIO CRY OF TUKWILA FEB 0 9 li(u.J PERMIT OUNTEI i amber Load Offset Naas Cass 0 ft Check was not performed. Shear Check (Strong Axis): Number Load Offset Vy Name Cass 0 ft X M1 1 38.50 -44.26 M1 2 0.00 13.53 M1 3 38.50 -57.80 Composite Deflection Member "Load Name Cass 0 M1 1 M1 2 M1 3 Mz X -ft Lit it fbz. Fbs ksi kai Code Unity Ref. Check fvY kart -3.53 1.08 -4.61 Check (Strong Axis): Offset dy Limit ft in in 19.25 -0.56 1.54 19.25 -0.17 1.54 19.25 -0.72 1.54 Composite Ylszurs Check: Narbsr Name M1 M1 M1 Load Offset Cass 0 ft 1 19.25 2 19.25 3 19.25 Ns fo X -ft ksi 447.52 0.67 130.25 0.20 577.77 0.87 h /tw Svy ksi 14.40 4.07 14.40 4.07 14.40 34.07 3 3 Unity Check, :0.36 •o.11 0.47 fbz ksi 16.56 4.82 21.38 Cods Ref. F4 -1 F4-1 F4 -1 Unity Check 0.25 0.07 0.32 ksi 32.40 32.40 32.40 Code Unity Ref. Chock 12.2 Fy 0.51 12.2 Ty 0.15 12.2 Fy 0.66 (1)Stresses marked( *) were increased by 1/3 according to AISC -ASD A5.2. *In deflection checks, load case N's refer to serviceability cases. PIoINw CITY OF TUKWILA FEB 0 9 PERNIT Uetv're: ?r, -2- VisualAnalysi ersion 3.50,c) - Sprint PCS SE35XC001 Tukwila / Amour , Thu Sep 1814.22 :381999 J.B,P,, Check of exist MI bm, for additonal loading Design Results VisualAnalys, ersion 3.50.c) - Sprint PCS SE35XC001 Tukwila / Amour , Thu Sep 16 13:36:49 1909 J.B.P., Platform design Design Results PETERSON .)TREHLE . ARTINSON, INC. CONSULTING ENGINEERS .. .......�.... .......-. .- 1Af1E! C.PETEUON STEVEN C. ST*EHLE RONALD E. MAATtN*ON Project: Sprint PCS SE3SXC001 Tukwila / Amour File: C:\Structural projects\Sprint\Tukwila -Amour - 99224.vap Engineer: J.B.P. Billing: platform design Default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Equation Case Combinations Load Case Case Rquation Combo (D +L +E) 2 +1D +1E Load Cases Load Case Strength Service Results ( 1)Seismic Loads ( 2)Vertical loads ( 3)Combo (D +L +E) Yes Yes 1st Ord ►, ►, ►, ►, ►, ►, Member Point Loads Loam Cam. Nemb.r Direction Offset Nagnitud. ft Vortical loads 02 DY 0.5000 - 0.4650 X 2.5000 - 0.4650 X 3.5000 - 0.3750 X 5.3300 - 0.3750 X 5.4130 - 0.3750 X 7.2467 - 0.3750 X 7.3300 - 0.3750 X 9.0000 - 0.3750 1 0.5000 - 0.4650 X 2.5000 - 0.4650 X 3.5000 - 0.3750 X 5.3300 - 0.3750 X 5.4130 - 0.3750 X 7.2467 - 0.3750 X 7.3300 - 0.3750 X 9.0000 - 0.3750 X 0.5000 - 0.8000 X 2.5830 - 0.8000 X 3.0830 - 1.4400 X 5.6700 1.4400 X 8.2500 - 0.8000 X 0,5000 - 0.8000 X 2.5830 - 0.8000 X 3.0830 - 1.4400 X 5.6700 - 1.4400 : 8.2500 - 0.8000 K Member Uniform Loads 820 JOHN STREET P8M@SEANET.COM SEATTLE, WASHINGTON 98109 -5129 C: \STRUCTURAL PROTECTS\ MONOPOLES \ADAPT\I.ETTERS\HDR&FTR.DOC PAg4 1 oft O,TY OF FEB 0 9 2000 PERMIT CENTER PHONE 206-622.4580 FAx 206 - 622.0422 PETERSON \ ( .1 ETERSON .>TREHLE INC. ��JARTINSON, CONSULTING ENGINEERS • «.�.........:...:a....»... �. . JAMB! C,PRTnRloN STEVEN C. STRRNLIS RONALD E. MARTINSON Load cane Member Direction Offset End Offset ft ft Magnitude Seismic Loads a I► Vertical loads 1# ►I n G2 03 G4 G5 G2 03 04 G5 G8 M5 M6 DZ DY N 0.0000 0.0000 '0.0000 .0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 9.1667 9.1667 9.1667 9.1667 9.1667 9.1667 9.1667 9.1667 9.1667 9.1667 9.1667 - 0.2200 K /ft - 0.2200 K /ft - 0.2200 K/ft - 0.2200 K/ft - 0.1350 K /ft -0.1460 K/ft - 0.1460 K/ft - 0.1460 K/ft - 0.0900 K/ft - 0.1580 K/ft - 0.0790 K/ft Nodal Reactions Nods Load Case rx rY rz X X X MX MY X- ft KZ X -ft N1 /I N2 M6; N5 N6 Mss, Combo (D +L +E) Seismic Loads Vertical loads Combo (D +L +E) Seismic Loads Vertical loads Combo (D +L +E) Seismic Loads Vortical loads Combo (D +L +E) Seismic Loads Vortical loads 0.0000 8.2592 2.3192 0.0000 0.0000 2.3192 0.0000 8.2592 0.0000 0.0000 5.9602 1.7142 0.0000 0.0000 1.7142 0.0000 5.9602 0.0000 - 0.0000 7.6256 2.3192 - 0.0000 0.0000 2.3192 0.0000 7.6256 0.0000 - 0.0000 5.9274 1.7142 - 0.0000 0.0000 1.7142 0.0000 5.9274 0.0000 2.3192 0.0000 - 0.0000 2.3192 0.0000 - 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.3192 0.0000 0.0000 2.3192 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 - 0.0000 0.0000 0.0000 - 0.0000 0.0000 0.0000 0.0000 0.0000 Nodal Displacements Node Load Case DX ft DY ft DZ ft RX dog RY dog RL dog N1 N12 N14 N14 N26 N26 N37 N37 Seismic Load* Vortical load* Seismic Load* Vertical load* Seismic Loads Vertical loads Seismic Load* Vertical load* - 0.0000 0.0000 - 0.0000 - 0.0000 0.0000 0.0000 0.0000 - 0.0231 0.0000 - 2.4275 0.0000 - 0.1114 - 0.0000 0.0000 •0.0619 0.0000 0.0593 0.0000 0.0000 -0.0270 0.0000 0.0000 0.0000 - 0.0295 - 0.0000 0.0000 - 0.0377 0.0000 - 0,4564 0.0000 0.0000 - 0.0168 0.0000 0.0000 0.0000 0.2017 - 0.0000 0.0000 - 0.0315 0.0000 0.4702 0.0000 0.0000 - 0.0137 0.0000 0.0000 0.0000 - 0,2043 820 JOHN STREET 133Jti1cSEANET.COM SEATTLE, WASHINGTON 98109.5129 C :\STRUCTURAL PROJJ; CTS\ MONOPOLES \ADAPT\j.JiTTERS\HDR &FTR.DOC Page 2 of 2 RIMED C V OF ThKWILA FEB 0 9 2000 PERMIT CENTER PHONE 206-622-4580 FAX 206- 622 -0422 VisualAnalysi anion 3.50.c) - Sprint PCS SEs5XC001 Tukwila / Amour , Thu Sep 1811:50 :471999 J.B.P., Platform design Feet, Kips, Degrees ?".aaflsx {cA3S'Fps?lr. Y, t41: L =3.500 ft L =3.500 ft L =2.600 ft 4§14611°.' L 4 ft L =2.600 ft L =4 ft `1 • L=3.600 fl VisualAnalys; ersion 3.50.c) - Sprint PCS 8Es5XC001 Tukwila / Amour , Thu Sep 18 11:49:14 1999 J.B.P., Platform design Feet, Kips, Degrees W12x40 W12x40 W12x40 W12x40 W12x40 W12x40 VisualAnalyse. ersion 3,50,c) - Sprint PCS SE35XC001 Tukwila / Amour , Thu Sep 1611:46 :51 1999 J,BIP., Platform design Feet, Kips, Degrees 124in N26 AM1''l N32 VisuelAnalys ersion 3.50,0 - Sprint PCS SEd5XC001 Tukwila / Amour , Thu Sep 1611 :50;321999 J.B,P., Platform design Vertical loads Feet, Kips, Degrees VisualAnalysi ersion 3,60,c) - Sprint PCS SEs6XC001 Tukwila / Amour , Thu Sep 1611 :50;171999 J.B.P., Platform design Seismic Loads Feet, Kips, Degrees VisualAnalysi torsion 3,504 - Sprint PCS SE45XC001 Tukwila / Amour , Thu Sep 16 11:51:24 1999 J,B,P., Platform design Combo (D +L +E) Feet, Kips, Degrees Banding Moment 2 AN Members: Max ■ 40.86 Mt ( ®M4) Min • 0 K•A ( 02) VisualAnalys; ersion 3,50,c) - Sprint PCS SE35XC001 Tukwila / Amour , Thu Sep 1611;51 :361999 J.B,P., Platform design Combo (D +L +E) Feet, Kips, Degrees Binding Moment Y AN Mambas: Max • 13.78 KA (OW Min • .2.319 K•tt (07) ,.. VisualAnalys; srsion 3.50.c) - Sprint PCS SE35XC001 Tukwila / Amour , Thu. Sep 16 11:51:56 1999 J,B,P.I Platform design Combo (D +L +E) Feet, Kips, Degrees Miter Face ZO AN Members. Mu is 1.714 K (M2 Min ■ •2319 K (0M13) VisualAnalysi arsion 3,60.c) Sprint PCS SEJOXC001 Tukwila / Amour Thu Sep 16 11:52:07 1999 J.13.13,1 Platform design Combo (D+L+E) Feet, Klps, Degrees Show Fora Y M Members: FMK gi 5,552 K 1111) Mn • .7369 K (BMI 3) • • • , . • " " . • • " VisualAnalyst ersion 3,50.c) - Sprint PCS SEobXC001 Tukwila / Amour , Thu Sep 18 13:27:25 1999 J,B,P,, Platform design Combo (D +L +E) Feet, Kips, Degrees Aid& Foram AN Minton; MN • 1,000 K (021 Min • 4,260 K (07) OK OK OK OK OK PETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS 820 John Street, Seattle, Washington 98109 Equipment weight = 12,000 Ibs (Total weight) (See distribution on attached sketch) wind load : 80 mph, exposure 'C', Iw = 1.15 w = 32,45 psf (see computer printout) Quick check on (1) face cons! width =9.75' -2.5' =7.25' height = 5' -0" Area exposed = (7.251)(51= 38.25 ft' P ■ (32.45 psf)(38.25ft') /1000 ■ 1.18 k Seismic controls! cal° shot for Slab on grade w•12k Jba: SE3SXC011 Tukwila/Amour DATE: Sep 18, 99 BY: JBP SUBJECT: 8eis ic: Assume soil type SD, thus, Ca =0.38 Fp = (1)(0.38)(1.5)(1 +3(1))/3 = 0.72 Wp Fp = (0.7)(0.36)(1.5)Wp = 0.379 Wp Fp = (4)(0.36)(1.5)Wp = 2.16 Wp use: Fp = (0.72)(12 k) = 8.64 k Em = CCoEh = (2.0)(8.64k) = 17,28k E _ (1.0)(8.64k) = 8.64 k (factored) V = (8.64k / 1.4) = 6.17 k (unfactored) to be resisted by bolts for shear and overturning by equipment If 0.5" diameter A.Bolts used: 6.17k / 20 bolts • 0.309k use 0.5" diameter bolts Ok • REMIND CITY OF TUKWILA FEB (1 ?000 PERMIT tJ NThfi Exposure: fi Wind speed; P = C.C4g L UBC 1997 Eq (20.1) 00,00 mph Iw q, fa 0,00256 v2 ilia§ EXTENSION TO TABLE 16 -H OF UBC 1997 1 Hei ht one (0-15) 1.08 (20) 1.13 (25) 1.19 (30) 1,23 (40) 1,31 (80) 1,43 (80) 1,63 (100) 1.81 (120) 1.67 (14') 1,79 (1 ;0) 1,87 (1;0) 2,06 ( s ) 2,19 DESCRIPTION • ac or 4 MN' !. Prima hamea and Svatma Method 1 (Normal force method) Windward wall 0.81nward 15.98 17,03 17.94 18,64 10.75 21.55 23,08 24,27 26,17 28,98 28,19 30,00 33,01 Leeward wall 0.5 outward 0,09 10,05 11,21 11,59 12,34 13.47 14,41 15.17 15.73 18,88 17,82 10,31 20,83 Leeward roof or flat roof 0,7 outward 13.08 14,00 15,70 10,22 17,20 10,80 20,18 21,23 22,03 23.01 24 00 27.04 28,08 Windward roof < 2 ;12 0.7 outward 13,98 14,00 15,70 10,22 17.28 18.80 20.18 21.23 22.03 23,01 24,80 27,04 28.88 Slope 2 :12 to loss than 0 ;12 0.9 outward 17,07 10,10 20.18 20.88 22,21 24.25 25.04 27,30 28.32 30,36 31.71 34.70 37.14 Slope 2 :12 to loss than 9;12 0.3 Inward 5.90 0,39 0,73 0.95 7,40 8.08 8,85 9,10 0,44 10,12 10.67 11,50 12.38 Slope 9 :12 to 12 ;12 0.4 Inward 7.00 8.62 8,07 0,27 9.87 10,78 11.53 12.13 12.50 13,40 14.00 16.46 18.61 Slope >12 ;12 0.7 Inward 13.98 14,00 15.70 18.22 17.28 18.88 20.18 21.23 22,03 23,01 2440 27.04 20 88 Windparallel to ridge 8 flat roofs 0.7 outward 13,98 14,90 16.70 16,22 17.28 18,88 20.18 21,23 22,03 23.01 24.80 27.04 28.88 Method 2 (Projected area method) On vortical protected area < al 40' 1,3 horiz 25.96 27.68 29,15 30.13 32,00 • '•', • Structures over 40 ft In height 1.4 horiz 37,72 40.36 42,47 44.05 47,22 49.33 54,08 57.77 On horizontal pro acted area 0.7 u ward 13,98 14.90 16,70 18,22 17,28 18,86 20.18 21,23 22,03 23,81 24.00 27.04 28.88 j. E manta E comnonenta not In area. o/ dlacontlnulty? All structures 1,2 Inward 23.97 25.55 26.91 27.81 20.62 32,33 34.69 36.40 37,76 40,47 42,28 48.35 40.52 Enclosed 8 unclosed structures 1.2 outward 23.07 25.55 28.91 27.81 20 02 32 33 34.50 36.40 37.70 40.47 42.28 40.35 40.62 Partially enclosed structures 1,8 outward 31,96 34.07 35.87 37.08 30,49 43.11 46.12 48.54 50.34 53,96 56,37 81.80 88.02 Para lets walls 1.3 out / In 25.96 27.08 20.15 30.13 32.09 35.03 37.48 39.44 40.91 43.84 45.80 50,21 53.84 Roof elements, All structures Slope < 7:12 1.3 outward 25.96 27.68 29.15 30.13 32.09 35.03 37.48 39.44 40.91 43.84 45.80 60.21 53.64 Slope 7:12 to 12:12 1,3 out 1 in 25.96 27,68 29.16 30.13 32.09 35.03 37.48 39.44 40,91 43.84 45.80 50.21 53.64 Partially enclosed structures Slope < 2;12 1.7 outward 33.95 36.19 38.12 39.40 41.06 45.80 49.01 51.57 53.49 57.33 50.00 65.66 70,15 Slope 2:12 to 7:12 1.8 outward 31.96 34.07 35.87 37.08 39.49 43,11 46.12 48.54 50.34 53.96 56.37 61.80 66.02 10.8 Inward 15.98 17.03 17.94 18.54 19.75 21.65 23,06 24.27 25.17 26.98 28.19 30.90 33.01 SIo e > 7:12 to 12 ;12 1.7 out / In 33.95 36.10 38.12 39.40 41.96 45.80 49.01 51.57 53.49 57.33 59.90 65.66 70.15 1 Exposure: Q Wind speed: P s CACiaja UBC 1997 Eq (204) 19.122 mph qt = 0.00258 v2 10,34 EXTENSION TO TABLE 18•H OF UBC 1997 HeI t . one (0.1 -) 1.08 (20) 1.13 (25) 1,19 (30) 1.23 (40) 1.31 (80) 1.43 (80) 1.63 (100) 1,81 (120) 1.87 (140) 1,79 (180) 1,87 (180) 2.05 (200) 2,19 DESCRIPTION • actor ;. Elements and components In arras of dlscont/nultv2'4'° Wall corners 1.5 outward 29,98 31.94 33,83 34,70 37.02 40.42 43,24 46.60 47,20 60,59 52,85 67.94 81.89 1 1,2 inward 23.97 26,65 28.91 27,81 29:82 32,33 34,69 38,40 37.78 40,47 42.28 48,35 40.52 Roof eaves, rakes or ridges without overhang° Slope < 2:12 2.3 upward 46.04 48,07 61.67 63,30 68.77 81,07 88.30 89.77 72.37 77.67 81.04 88.84 94.91 Slope 212 to 7:12 2.0 outward 61.93 65.38 68,30 80.20 84.17 70,05 74,96 78.87 81.81 87,89 91.01 100.43 107.28 Slope > 7:12 to 12:12 1,8 outward 31,08 34.07 36,87 37.08 30,40 43,11 48,12 48.54 50,34 63.98 68,37 01.80 88.02 For slopes less than 2:12 Overhangs & canopios 0,6 added to 9,09 10,85 11.21 11.59 12.34 13.47 14,41 16.17 15,73 16.88 17.82 19.31 20.83 4. Chlmnevs. tanks•& towers ; Square or rectangular 1.4 any dir, 27,98 29.81 31.30 32.45 34,68 37.72 40.30 42.47 44,05 47.22 49,33 54.08 57,77 Hexagonal or octagonal 1.1 any dir. 21.07 23,42 24,86 26.49 27,15 20,04 31.71 33,37 34,81 37.10 38.78 42.49 45.39 Round or elliptical 0,8 84 2, 15.98 17.03 17,94 18.64 19,76 21,56 23,08 24.27 25.17 28,98 28.19 30.90 33.01 p. Ooen•hame towent •' Square and rectangular Diagonal 4,0 70.89 85.10 80.00 02,70 08,73 107.77 115,31 121.34 125.80 134.91 140,94 154.50 105.05 lynrmal 3.6 71.90 70.85 80.72 8343 0800 07.00 103.78 100.21 113.28 121.42 12884 130.05 140.55 Trion. ular 3.2 83.91 68,13 71.76 74.18 78,98 88.22 92.26 97.07 100.89 107.92 112.75 123.60 132.04 I. Tower accessories leech a* ladders. conduit. llnhts E eloij Cylindrical members 2 In or Tess In diameter 1,0 19.07 21.29 22.42 23.18 24.68 26,94 28.83 30.33 31.47 33.73 35.23 38.63 41.26 Over 2 Inches In diameter 0,8 15,98 17.03 17.94 18.54 10.75 21.55 23,00 24.27 25.17 25,98 28.19 30.90 33,01 Flat or an ular members 0.3 6.99 8.39 6.73 6.95 7.40 8.08 8.85 9.10 9.44 10.12 10.57 11.69 12.38 Exposure: Wlnd speed: 11112 mph Iw 1, j P rs C.C4QJe, UBC 1997 Eq (20.1) (it = 0,00268 vx ital EXTENSION TO TABLE 16•H OF UBC 1997 FOOTNOTES TO TABLE 16•H 1 For one story or the lop story of multistory partially enclosed structures, an additional value of 0,5 shall bo added to the outward C, . The most critical combination shall be used for design. For definition of open strucluroa, sod Section 1618 3 C» values listed are for 10•square.foot tributary areas, For tributary areas of 100 squire foot, the value of 0.3 may be subtracted from Ca except for areas at discontinuitles with slopes loss than 7 units vertical In 12 units horizontal (66.3 slope) where the value of 0.6 may be subtracted from Cc , Interpolation may be used for tributary areas between 10 and 100 square loot. For tributary areas greater than 1,000 square feet, use primary frame values, a For slopes reeler than 12 unite vertical In 12 units horizontal (100% slope), use wall element valued. a Local pressures shall apply over a distance from the discontinuity of 10 feet or 0,1 limos the toast width of the structure, whichever is smaller, 'Discontinuities at wall corners or roof ridges are defined as discontinuities breaks In the surface Otto the included In sdor anOle measures 170 degrees or less, • Load Is to be applied on either side of discontinuity but not simultaneously on both sides. • Wind presume shall be applied to the total normal projected area of all elements on ono face. The forces shall be assumed to act parallel to the wind direction. • Factors for cylindrical elements are two thirds of those for flat or angular elements, Height Zone 0 15) 1,08 (20) 1.13 (25) 1,19 (30) 1,23 (40) 1,31 (60) 1.43 (80) 1,63 (100) / 1.81 (12 ) 147 (140) 1,79 (181) 1.87 (180) 2,06 (200) 2,19 DESCRIPTION C, Factor 7. Skim lla olds. light 00114 minorstructura,e 1,4 any dlr. 27,98 29.81 31.39 32,46 34,68 37.72 40,38 42,47 44,06 47,22 49,33 64.08 67.77 FOOTNOTES TO TABLE 16•H 1 For one story or the lop story of multistory partially enclosed structures, an additional value of 0,5 shall bo added to the outward C, . The most critical combination shall be used for design. For definition of open strucluroa, sod Section 1618 3 C» values listed are for 10•square.foot tributary areas, For tributary areas of 100 squire foot, the value of 0.3 may be subtracted from Ca except for areas at discontinuitles with slopes loss than 7 units vertical In 12 units horizontal (66.3 slope) where the value of 0.6 may be subtracted from Cc , Interpolation may be used for tributary areas between 10 and 100 square loot. For tributary areas greater than 1,000 square feet, use primary frame values, a For slopes reeler than 12 unite vertical In 12 units horizontal (100% slope), use wall element valued. a Local pressures shall apply over a distance from the discontinuity of 10 feet or 0,1 limos the toast width of the structure, whichever is smaller, 'Discontinuities at wall corners or roof ridges are defined as discontinuities breaks In the surface Otto the included In sdor anOle measures 170 degrees or less, • Load Is to be applied on either side of discontinuity but not simultaneously on both sides. • Wind presume shall be applied to the total normal projected area of all elements on ono face. The forces shall be assumed to act parallel to the wind direction. • Factors for cylindrical elements are two thirds of those for flat or angular elements, ETERSON ;;JTREHLE ;,ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET. SEATTLE. WASHINGTON 98109 OFFICE (206) 622.4580 / FAX (206) 622.0422 + J _ _ J hee;k..... r.> :C i uj :W4t, Joe: SprIrti Pr' -`$ F3sXCOD I DATE: JBP SUBJECT: /ukwit; /Amemo LOAD -. REAGION, FROM . Lau : ttAttbgm Vttr lZ. » 2.3 14ox120IJrM. tootu r 4 J. i V 2 "1 T al",- 39L..' r. lei o� • • • ,i .94 12061.` r. 8Ll'!" a i 0_40 by...INltIG'1or1,.:'/t f...W04 .R.4.001 6141 :• • s .... • It • RECEIVED CITY OF TUKWILi4 FEB 0.9.2.000 _..... , ..... _.... _._ _:.__... - .._pEAMIT'CENTEA FIGURE 6. No Load Distribution across Stacked Joints r r .... O ...../. r. /,....r ... 2 Concentrated Load it ....«....W .... fin II ;,I 1111 �fl)1 11 MON MIMI. /MN AIM 011=11 41.1011 am= saND AMMO AMMO R&M -MOM - AMMO AMY i1 "1I jorwooN \are ma 0.1 .611 IMO •••• MOO MS MINIM 00110 IIIMMIB MOD MIRO *MIMI OM. OEM MINIM 1'') dollywIdOMINIONM ill �1 i ,� ;',A1111;1!.; ; i, ' • Joint reinforcing No Toads transmitted across stacked joint L.� inteI Concentrated Load 4 x wall thickness + width of beam s CITY RECEIVED FEB 0 9 2000 FIGURE 7. Distribution of Concentrated Loads on Running Bond Wall PERMIT CENTER i; VIER ' iu i iIII1tI,lll� till E ltD �I,r. 11LIL�III9 3k Link M uuuI 111 1 11111 III "1 I I III HI 1 1 4 x wall thickness + width of beam s CITY RECEIVED FEB 0 9 2000 FIGURE 7. Distribution of Concentrated Loads on Running Bond Wall PERMIT CENTER i; P ETERSON ;;JTREHLE ART1NSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622.4580 / PAX (206) 622.0422 ................. _ W.. ...,•••...........,.........._ .,.. •• JC41:T. '4 14 D 3r'�PNI�, i OATS 9•1Q 01.4 -t SUBJECT: flooP L& u . 04 40 .�..�...�... aK C cots pill` 7,0 L....................... ....S.t.... t 0 Y .. K ,,, ;,11 7.11 zsro 4•cb 4n +1st 7% 1 (1:2■1•LIalgiq)1 2_4(.1t/tIntij = 2 O ro ©$O t7' • • I • 41Loto - .41 *i.�.Q.ti� F1. t-, 4► V 1 1/z P/f ' . "/2o - O,2 .........- 1,4 4 Zt .4. Z. 07°t .. {2q • • tart, stk-P RECEIVED __ CRYOF ruE+wp --__ • FEB 0 9-1001-- PERMIT OHM% P ETERSON •;JTREHLE .'7,ARTINSON, INC. CONSULTING ENGINEERS 820 JOHN STREET, SEATTLE, WASHINGTON 98109 OFFICE (206) 622-4580 / PAX (206) 622.0422 JOE: 1 VI — 4_44 0 1'1 DATE d 0 f BY: VS SUBJECT: ;lo( g N4 1 9-6 (INV doi e / . . _ •••.* .6.........■,.....*, . , . 1,. i k. Lioa.4.) •S‘,.,:t gt-. 1_1,4_ p. 0A.eti +Ls .0441101____ 4, ,Lee.0.44J to-if . .. .. 4-t pg.F:5,,. _ _.._ _• ,. . .._ _,.. . , _ .. _ p.-tlid4 x-90 ... _ • . _ ____......._,, ......____________21_'1‘2.1_6) 1 o____tt_l_t_o___Le_:._ _ 3. 0 ...._ to ] S./L. • _ . ..p...:f.e..,10F. PN It Pt41)SOA .._. z 0 zs, 0 s /1 A & g ?AP . .____ 015 wh,,k. logiS 0. is . 720 St. 440 1,4 s ) z 11,q 3,33 titu z.01,7 _103Z 401 43,17;) 2,4. ?sal, x .C•,( . 03 > 1. •••■• 11 INO(141 eAtAdIri tiff_ FOR, AgriNNA lUP.P0er et.if Nam Oft OPTUINNA -FE R 0 '9- 2000 - 1 PERMIT cfsma favl PERMIT COORD COP't PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: MI2000 -025 PROJECT NAME: TUKWILA AMOUR SITE ADDRESS: _ 5301 SOUTHCENTER BL .,,,__„Original Plan Submittal DATE: 6 -5 -2000 Response to Incomplete Letter # __X__ Response to Correction Letter #J,_ .._._._,Revision # __._.. After Permit is Issued 111011•1111111=1■ MOW DEPARTMENTS: Building Division Fire Prevention Structural Complete Comments: (Tues., Thurs.) Incomplete ❑ Planning Division ❑ Permit Coordinator DUE DATE: 6 -6 -2000 Not Applicable ❑ TUES /THURS ROUT NG: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OK COKRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE 7-4-20_____0_ Not Approved (attach comments) ❑ DATE: COJUCJION DEJ,EgMINATJQN: Approved ❑ Approved with Conditions L REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) E DATE: 11,11„0f r 1 City of Tukwila John W. Rang Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: ! / 2000 Plan Check/Permit Number: i1' d25 ❑ Response to Incomplete Letter # _ a Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: .— Project Address: 6 4/0 Phone Numbe 21,Z 53- 2 777- Contact Person: Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received•at the City of Tukwila Permit Center by: (b1 Entered in Sierra on 6/05100 06/29/99 Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 4313665 ti Og } Detach And Display Certificate DEPARTMENT OP LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL BROOKSTONE TELECOM INC 27450 YNEZ RD. STE 300 TEMECULA CA 92591 -4681 Detach And Display Certificate ----s ROISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGI ST . U EXP . DATE CCO1 BROOKTI044MW 06/01/2001 EFFECTIVE DATE 07/16/1996 Si BROOKSTONE TELECOM INC 27450 YNEZ RD STE 300 TEMECULA.CA' 9 91 -4681 Please Remove And Sign Identification Card Before Placing In Billfold Sion Iista by DEPARTMENT OP LABOR AND INDUSTRIES • 1• 4 . • . • • uo 6 q:ort..4a.suo3 euo$:s )I00w48 5 c GO o0-8t - L n('