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Permit MI01-072 - AT & T WIRELESS - TELECOMMUNICATIONS FACILITY
• • T T WIRELESS M101 072 • .. 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: 262304 -9075 Address: 375 CORPORATE DR S Suite No: Location: Category: NSFR Type: MISCPERM Zoning: TUC Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: Permit No: MI01 -072 Status: ISSUED Issued: 06/18/2001 Expires: 12/15/2001 Occupancy: OFFICE UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: TUKWILA Slopes: N Streams: OCCUPANT AT & T WIRELESS 375 CORPORATE DR S , TUKWILA WA 98188 OWNER MTI ENTERPRISES LLC 375 CORPORATE DRIVE SO, SEATTLE WA 98188 CONTACT DAVID WARWICK 1530 WESTLAKE AV N 400, SEATTLE WA 98109 **************************** k*******• k*• kkk****• k******* k*k * * ** * * * * *k* ** ** * ***** * * * *k ** Permit Description: CONSTRUCTION AND INSTALLATION OF AN UNMANNED TELECOMMUNICATIONS FACILITY CONSISTING OF A 2 SECTOR 8 ANTENNA ROOF TOP MOUNT. **************************** rk******** * *k * *** * * * * * * ** * **A * * * * *A * *A•i 4* * ** *•A *** * **A *kAo* Construction Valuation: $ 156,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: S1ze(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Lend Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ** M** A**' A***** A****** *k **** ***rA* ** * ****ArkAt****AA * A*** *A**k*AAAAAAAAAit*AAA ****kA#kAM TOTAL DEVELOPMENT PERMIT FEES: $ 2,161. 3 + *** * * * * * *** ******A * * * * *** Air *k* *Akk * ***** *AAk *AA **° kk* kAAlt **kA*A*ItAkkkir * ** * *01AA*AAA Permit Center Authorized Signatur4 Phone: Phone: 206 575 -1222 Phone: 425 -785 -4756 Date: ( )`° /(9— ) I hereby certify that I have read nd:exarmined th s permit a)d know the same to be true and correct. All pro s .iens of law an ordinances governing this work will be complied with, whet e'r 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: Gate : �,/ 0 - C'.� Iw�f.. Print Name:,,, ,.f..t..� cog /4 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. ..< dress 375 CORPORATE OF S Permit Nay: MI01.072 Suite TenAnt c Type: MISCPERM arcel #: 262304 -9O7! CITY OF TUKWILA .. •......,,._ .. Status: ISSUED Applied: 04/25/2001 Issued: 06/118/2001 **- k• k**** 4' k- k' kA' kf• k• kk• k4* k• A*A* k• k• k, F• k' kkh• F Ak, kk A; k• kL k**' k4kk• kvir A•A,t+kkk•kk4kAkk*k•k,•kk�A* .ern► i t Conditions::- No changes will be made to the p1ens unless approved by the Engineer and the Tukwila Building D1visl.4n. When special 1 nspect t ran is:-required either the owner- . architect or engineer : - shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the :first bu1_l.d ifg inspection. Copies',of all special .inspection ra;ports shall be submitted to the Building Division in a tlme°l,v manner. lleports shall contain address, ':':project name, p:e *-1 t number and r.vpe of inspection being: performed:: The sp c4a 1 inspecto.r� sha 1.1 submit a final signed report statln+ ,°`whether the work requlrino special inspection was. to the ;best o;f the inspectur,'s 'knowledge. In conformance with ,a'itipprov;ed plans :and ;spec i f 1 c2+t 1 erns and the epp1 t cr+b 1 e worknahshtp `provisions of the .UBC. All '+,onstruc:t ion to be don in cunt'brnaance with approved plain and requ`lrements of the Uniform Building Code 4199.7 Ed I t-i onl as amended, Uniform Mechan t Ca l Code (1947 Ep l t i on) , andwashington State Energy Cote (1997 Edition), Va i `o,i ty. of , Pe;rm i t . The-issuance of a permit or approval of plan`s, Specifications. and coMputat ions shat 1 not be con- strued to' be. a'.,perml t Ter, pr an' approval of, any violation of kto- of the prov is ion +s of the building code or of any other: ordinance" of the jurisdiction. Na permit pr esuMing to give 'author I ty to violate or cancel 1 the provisions of th t cod ha 1 i bei; 'valid , �. Electrlcra1 permits shat 1 be obtained through the Wash1ngtt n 5tato p'ivlslott of Labor and Industries and 411 electrical work will; be inspected by that agenCy (248-6630), All perm 1 ti; . i nspect ton records, and approved plans shall be ava 1 1 ab 1 e at',.; the t,ob site pr 1 or to` the start of any con - struct ion. The dopuMents Are to .be maintained ants , ava i 1 Bible until f trial .;in3peotaon approval It granted. All structural welding sha i 1 he done, by W .A. R.0. cerrt•if led Welders and special inspgc:ted (ULC - Sec. 300(6)5), 9. All high- Strength boltiirg sIaa11 be special Inspected (UBC - Sec. 306(x)6). 1O. The enclosure must match the exterior of the existing building, The enclosure and antennas must also be painted to match the building. I `hereby t~ertify that I hove read these conditions and will comply :with them a$ outlined. All provisions of law and ordinances governing th,fs. work will be complied with, whether :specified herein or not. ;The granting of this permit does not presume to give authority to violate or cancel the provisions of any other work or local laws i5 p CITY OF : JKWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: wir 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. P o ect Name/Tenant: X55 f r • . ( • Description of work to be done (please be specific): Ibis P►'O vim( i S •Fier It-fl itilli a/t i eke? riU1�.likat j, Cf II, � i2 o71„'� 1 }-i it�j 'IF." Lt, Z.' e.' cv- u (,24/11 -vU't et ' F tr-r ' i Will there be storage of (Inmmable/combustlble hazardous material In the building? ❑ yes Il no Attach 1151 of materials arid Jima a location on se mato 8 1/2 X 11 is er Windt, uantltlis & Material Saki Datil Sheets - n Above Ground Tanks Antennas/Satellite Dishes bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housineeplacement only ❑ Parking Lots ❑ Retalnin, Walls ❑ Tem fora Facilities LI Tree Coffin, Val of Construction: C. . �S Site Address : City State/Zip: 31S (nr7Y r t#e. )rivte Ark�4i1 I ux,<,v l a id rt ggigg Tax Parcel umber: 2(0 2?jN4 - 611 y-2 •- bQ Pro , erty Owner: 11 r i, . Street Address: ehato, Ari A. ► a ) _C Phone: ( ) 206» 5'75. 122 ?-- • . .Ii r . S t City StatWZtp: R 71 Fax 11: ( 1 r � Contractor: � T%'� 0 Metro tt.Lt:., .i, 0 Standby Can Of 'r' )1 <`.:P, ; Phone: ( ) .. 1130 Street Address: -7-7-617- City State/Zip: Fax #: ( ) _V Archiect: I %.K.. pJlltnr1'ntri Phone: ( ) . ‘01-1- 574 • to 3 .Z Street Address: • , p I f . , rib iit . . L . . I ' • ,► City State/Zip: 7 Fax #: ( (0 )-i . S`7y. Ott-FA Engin n Street Address: O. Phone: SO ( N t5 74i • L'132- � City State/Zip: Fax #: ( ) - t • r. 3 1 Contact Person: ki t a ..Va. Yu irk. Phone: ( ) , y..s 9g°6-41.75 G Street Address: City State/Zip: Fax #: ( ) C MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE • UESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): Ibis P►'O vim( i S •Fier It-fl itilli a/t i eke? riU1�.likat j, Cf II, � i2 o71„'� 1 }-i it�j 'IF." Lt, Z.' e.' cv- u (,24/11 -vU't et ' F tr-r ' i Will there be storage of (Inmmable/combustlble hazardous material In the building? ❑ yes Il no Attach 1151 of materials arid Jima a location on se mato 8 1/2 X 11 is er Windt, uantltlis & Material Saki Datil Sheets - n Above Ground Tanks Antennas/Satellite Dishes bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housineeplacement only ❑ Parking Lots ❑ Retalnin, Walls ❑ Tem fora Facilities LI Tree Coffin, VENIMM•■••■■• APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS LJ Channolizalion/Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Motor Tomp # ❑ Miscellaneous Curb cut/Access/Sidewalk l_1 F(ro L�ydrant (main to vault) #: Site(s): ❑ Land Altering: 0 Cut__cublc yards 0 FIII cubic yards 0 sq. (t,µrading/eloaring ❑ Sanitary Side Sewer M: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Sizu(s): Sizo(slr :�— Est, quantity: gal Schedule: Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS TO: Name: 4 i Phone: Address: City /State/Zip: —.,_ 0 Water ___._ 0 Sower 0 Metro tt.Lt:., .i, 0 Standby Can Of 'r' )1 <`.:P, ; 'W TER METER DEROSiT/REFUND'BiLL1NG: Name: Address: Phone: City /State/Zip: "hi Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This (igurt3 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 applicat 7ccepted• Date applic ion : expir /o a '% Application taken by: (initials) 9/9/99 nasscprnr.doc All MISC H !ANT OUS PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: > ALL.DRAWINGS SHALL BE AT A LEGIBLE SCALE Ai4D NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TCkBE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ St JRtitI J 1PPI I( 1I ION ANi) Rt QtJIRI I) ( III( KIM'S 10 tAliove`'Ground Tanks/Wate "r'Tanks - Supported directly upon grade .. ` ' (e,ceeding 5,d00 gallon's and a ratio of height to diameter or width which' V' eeds 2 1 i • .. , , .; ... . PFRMI i RFVIFW ' Submit checklist ' No M -9'' rx ''Ai fe.41it s /Satellge 1)ishe Submit checklist No: M -1 Bulkhead /Dock si • . . » 'Submit checklist :No: M -10 ' ' ❑ `:Co"it hmercial Rei'oof' Print Heine /','�� Sub'mlt checklists No M-6 �4 .Y '' ❑ 3y:Demolltion r. Submit checklist . No M -3 ) .. cl/ r% �•r ❑ Fes -tiOver tilfeef in Height - SUlirtilt checklist No M -9 $ ❑ • larid:Altering/Grading/Preloads : Suubmit checklist No: M -2 �, wy © Miscellaneous Public Works Permits 'Submit checklist No H -9 ❑ Manufactured Housing,(RED INSIGNIA ONLY) Submit checklist No: M -5 ® Moving Oversized Load /Hauling 't ....,.• :.f Submit checklist No: M -5 , ❑ Parking Lots '1'1' : Submit checklist No: M-4 0 Retaining Walls - Over 4 feet in height Submit checklist No: M-1 ❑ ' Temporary Facilities 'Submit checklist No: M -7 ❑ Tree Cutting Submit checklist No: t%.42 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 ". O qer /iuthotrlred Agent If the applicant Is other than the owner, registered architect/engineer, or contractor f/ie Stato'otl,Washington, a notarized letter from the, property owner authorizing the agent to submit this 'anion' and 'obtain .the . ormlt will bo ro liked as • art of this submittal.. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. :BUIED ' GGi ZI ER'o ;; r, • :. • . l . ��, Dato. 4fflye,/ . . ).02/all Print Heine /','�� t �4 .Y / 1 Il t / ,• I 1 r. Ph ©IN (. ) .. cl/ r% �•r Address: ,City /State/Zip: r �, wy 9049 j • •' . •; A `.:. 14° • ,.I ri4 (' . 1, k •: ... f 3 }'fF' �ii ! * *k *fit *. f * ** * * * * ** ********************************************** Cr`r"Y oP ' UKWXLA 1 WA "Th Reprinted: 04/26/01 1r.19 TRANSMIT * * * * * * ** * * * * * * * * * * * * * *,. * * * * * * * * * * * * * * * * *** * * * ** *,_ g * ** * * * ** * ** IRANSMIT Number i R0100532 Amounts 2,161.63 04 / 1. Ci /01 15108 Payment Methods s CHECK Notrt i cr a ( EC T E L CORP. i r 1 t s O ` ) K w N/•.a i w a l a a w M M .; a l a a a M a a a r a a .. a . w a a a a a r m r a a w a M w a ' Permit No: MI01 -072 typos MISC3EMM MISCELLANEOUS PERMIT t'ar oo 1 No: 262304-9075 Site Addreu s 375 CORPORATE. DR 5 Totml F'utsEss 2,161.63 hie Payment. 2,161 63 Total ALL Prate: 2,161 .63 Balance: .00 * * * ** * * * * ** * ** *fir * * ** * ** * * ** * * * * * * ** ** r *fir * ** * * **** *tor ** *fir * ** * ** *fir Aao au ►tt Cade 000/322.100 000/345.830 00A/386,904 .! M"a a .t - ** .. a a M w w M M 1► Description Amount BUILDING a NONRI'S 1,30/.35 PLAN CHECK a NONIft S B49.18 S rA rE BUILDING SURCHARGE 4.50 .. a s 1. 3. 3. - 44 4. N M a 44 M .f NO N M ................ .. w ON 13 N w w a a • t �+.. 04/30 ` 91? L0 . • 21.61..63 ,6'....,`."..,.......,,," ,,...'."!".... *r ■ I 1^, „ r r=..r•—•.,-....•—, to, ...-7,.......-4 . , . - • ... . - • • ' . INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 IAL01-07cV PERMIT NO. (206)431-3670 Pre ect: I 1 a Z .i-d 1 Ty • e of Inspe ion: •rim g . rem , '11731jilr-A0 3 Cc,-- irk. _ fr- ring .15- Special instruct ons: MAI( (Ail 411141.1 /7rt4r" 11. /m e./.... _2oj,— Date anted: e? 6, ir f Re uester: r(t I.4.S A, „„ , pony- eh/J. /7''a Phone: 715"-- 1-ifL,.._ I / •40toproved per applicable codes. E] Corrections required prior to approval. COMMENTS: A, „„ , pony- eh/J. /7''a I / 1 A / 4 ,eitA0(.0 ... . dfril‘ 10 CiA/4 ANI . _ AMOMMEIM ..1■1■, i111111•111M■ 7.00 REINSPECTIO at 6300 Southcenter B Prior to inspection, fee must be paid to schedule reins ection. T77:17-'7 INSPECTION RECORD! Retain a copy with permit INSPWCTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 =3670 Pr acts Type oft ,pettion; Address: '1_.'#,1P ;.',J w Specie instruc one: %1 � Date call . .., . - Date wan • . t // ot 7 J „� p.m. Requ er: r&L fl s P one: _ r • ,,r ,Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FIE REQUIRED Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ' ection. V ■1111111111111\L Alsomm111.111, 111■11111=11/ Ana: M1111111111111/ ■1111111■ Wireless Services 617 Eastlake Avenue E. Seattle, WA 98109 PARKWAY (7SE-SS32A) Cellular Installation Design Calculations Prepared By: #201 - 17688 66th Ave. Surrey, BC V35 7X1 Tel: (604) 5744432 Fax: (604) 574.6431 Email: malletrkeng.com Reviewed By: • r) C,%--Qc,11( 71,r()%fr:IIS are ! • DESIGN PARAMETERS STRUCTURAL DESIGN CALCULATIONS 4 EXISTING BUILDING ANALYSIS COMPUTER ANALYSIS RECEIVED ciiv r •r1 l'A"." NGINEERING_ I— cc- Al-tow : I UKWILA 61-re"; sg b2 WA ty'D✓eiLNIAld DES /d v Cabe . i /9577 y�l/ / Nd Cabe DATE: '14A), /c / OI DESIGN: /fkAdAiJ M F`rRovI . PROJECT: AT&T 6eA'7'CL,CG PAaIcw,ty PAGE Pe5/6*.ki ?',4Afrmgy1RS , 1 *SNO(41 40,40 , Mod RC, 4t .L. 1441//70 P 2 ,4 y : no .. 8.0,0 14,1 /)f 26pff DIVE t_oka = .,, FA /'•1 7'. 4•4.8 /6 - e =a i01.0.44 _ 0/0s1� P4,.V.S r DOD AS CvNGcNrR.#re.O ova2 4/'/7 .'!/Pt+C .21-6° :3 Ca w/rn IIJD. LOAD i - ..bks /4 whvO ,SpS' a'o cgo 1.1104 . e)P0,3v,G z 4,4 P�r ( 53' Ce a 4 cf c 3 Irs7 4-; 4 - o4.44Y Z /RECr /vN t o o • .. 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'b,2kIft 4v1.01,1) - .c9_ No » 22, ,7,4,44" X144. AtF 4. 492. KIP f fir' . 4, 06 /e.irs Vmoix go r I L7' /M4'r srAeNd ~tl,. O x 2,2 C_ .GC, 77N_vp it>6 1=w NG RCet,v tR.0 4.._ t=ots: - f"tAril.0 G•art.t. UWt 1NS'T.•hLL.A'1•1 OPJ , .: 't+`� I,J$P oN, i 1 H s � � OD 4k 011° v.i96, 0001 of • C,fc �-oRCa 'blot 101.14_1111a I. V J.« -/' /5, 5.4c/,0,, ; boir = y, 9 Al/ e6 V� T 1 M,•y, omg►.)T `.t,e. AM , .Tue• 14 N 1- taPJ'JT M :• .25 tc.,. F'....- ?. x'39 w-F • rwL (- G i4A X T :. - ' pN Id 1 1'1 - 1 b O Cate - M k N v +4 t�. o fF ST'Sig w GoMSTAvoria•c/. — ,[.o.+a de As. s /m T N�4 ,oh =7'04.. VS s/ d,/ 1/4440/Ydr ') Neva 'eon hivr drs.) '6 4614R. eIan.ECTt Qt►J ro rA-c. 6PG-c/t -I 00 //53 1) etss.±a Tca ,.t.40 = ... 42 .4 4- Tias 0> /,12,,D 7 ✓ .3 Al C.1 savi 2`'. /,3t.r/ / /Ax , tib pR F.sS 412 E fir, 1 ri e (sea re, 610,4 /ZONTi4t as 4 - I 43■ At* / 'F A 12-3 ac 4/0 /Oa 2. /4.? X 4 73 ,4c/e -e .4-e4. _ /FS' Hp �ay.ti ,t " 5"'"'"_.�' v X 40 �J 2 9� 1(/ 4, / K4,36 - --�.�,qj" �� .? ,- ,7 /i ,a s7 60 0. Of a, Ylci x44,)6 =/6e/2» N y 6/45 i .27.14- .2.z, (4/P- l .224 ( 2.4 `- J 2, to ( /V, 51- /3,/ it) /1 z 01}4.-741 24, sd.� -/ �lz J FA AA. is nlc ,LiG411•01 .b,wsy2. ., 0198 Kips < 0,e u ■/v1 1<> M11"? /0 1 .. .4 0/90" Zyn 6 & /A/A1 °fbrGS - cx, / x/i',S =BP n,14,�' e" 04 OD /NBC C•if►.+a/r, ( ,5 :cA wise a$ oat rratAL 9E-r.1 , c'.4 .26 (3 p.# d5 eV° 31 -02"> AI 3!Ant > leofP,S4 4010 /i600 .L. ar4•D s 11 01.40 41!. (04E 3 /S' vae,• 1,w L. (i -5/4" GT1PrreNGClo Pt.A1,idG av /6 ( 15 5GAI tel b ?QGLI . hvc,, ( 6/2 C.* /0,14,71 Y : /,?o /43 ' - 9 J fie•.v) > /,61 hoAte (G l'tu )4 1 !/2 a - 40 ,4, /fa e, 'T1CCL C►a 0 /°'•f J rim Iwo 44.77 ` -C,c /d' pe , ( 1.0 tleS rAW 114 * A i 3 AA/ ro 'vv4 i •r "' 2 rZ' /4.6 61,S C 3 5 4'' " ,c./ 44 her $77c fi eve:. (2. J l ovW4, .�' /2 e 14,0 .�1vg/ s e;f7"' 7 6-1-6/Z /.c.C,) dP G /. ?'Ya L2.247ifi , 8, ` 626k1P5j ... oie.yo kip: ama-ro1<eo 0.aAC.1 "IoW* ILO t it1P� /i, ck 16x1PSD 11.4414 h c*.4. 7)w 1 o l,5 ,-3 n 'b .610"frOt :114 • z 0.4 4,4 4 lyeMba4. X146 Ok (1 v /A.4.1 Asa 77 CA, '�F..rre4414i,ei Me 1166 /C. firc)/t ,E 04.M a Poe /Air - P VT), r. lo VAli 'T/G44 4.47,4-0 GC /yl,/,( 4-7 /ON '' l,2 Z� f e,6L // a ✓ea C% /,fMerd 2 r /OR GI} D ci-1? R 0 t, -,.1 04 1.SA4 /," ' c "1 & A (-r '' 4 ,) , /f 4 /Leas /tti+t+/e . r c l tie Pft T ✓6/ cwat' we..../ -710aAnt) 04 /gA ;e ra -rep iteve a7/C 56 1'6. -16, r,,e Roos ,64,a It, b �vC+/L14ATEL>) 0, 62G o, 2.30 //, o/ d VO AL/P -©, 4'tiv %lea, Ai 44' -al' 1,4 44,0iA/V x A ,21) +. 1, w' + 0,55 /44.4 4 / , A14 a O/' .1 %Q$Pec r /ca.4,/. (2a/ 3 F,r - cE "r n."7- /.44..'77:7$22,4 ,..o+.r .) /.$ . - 2, , p ar4i4 //Ve 0+ e .1a '17/..E E'x r /mc' 0:44/1-4941'_ G. Ea/4 Qfi r/fe e0+11 4CAA /it/d' X/...1' /Alai . o, _ .,_"CeO / Ga., o ,4' o °A1 gifftwe 8E (Se) 84 OA-) .?,vc In'' T53'Izx3112 #4' b7kb %511‘ 1x.2 2 %z. dL t4 4rn 256.4,4-t Grez,•te p /,� .. / / C,4/ — M P, /1 GOMp...2. /Boo /Son !'ii +3o fl5% 3 W e,4 R. 165 P s i( /dr' el'v44 5r$ /1, Ts 5'I, "02, 5�I CA/ 7i4.4-i. 40.4.0 /rv.4an/ fir» r' 'xi 67"/11/d ,rya a,0 (44 dry') 40'0 /6' (/'3l 7'2 22, G ,4/46 ,c 0004 a 1 " VIVO/sr /NG' . . . • . . , . , 4 ! r , -134 7 4A/01641 7'/ cm/ , . R /0/3 plf- ;I o I . A3/ 1 r c' .5/q/1 'P, b,p. Er /!v » -C I6N1 1&..:� wr Tv, AhJb `C'E L Kr4o -t toe 0 TA-L. L /4.7" a.:2.+,4.. A:14 _ 4 , ' ar. .1 /.5 rot) 25 rodiA. p,4 -e ,�,v r� ,d d .f r r.ti c yia,ti rs rte, r /ye WX ).6 ariti4.' .> rA r vim. ; /, rq (SO/4 ter& 44,b) �/f304) 1X4 /41r/fl :). LoAl2 COMA Air 10t4S; T Roan.' 112..b + I,O e t 012 olevi fipopm ALL, 3i = Area 0,t* 20Y .w' Re>r►r'70.41, i 2, 9► a /Ns te. •-,, 4... I ; i I ; . i ! t, , : . ..... z , -1- — - • ; ' ! : . • . . . ..x' J.,. 7/Aid . (44d4z...t:m‘A'-ial. .1 • 4c',4 I 1 , . , --) , 1 --. 1-• . 11 - - - - : - i - ', - ': - ; - —1 - - - • ; 1 1 1 I t i PI . +A.4 4o L4 : 'a , x bp#4.L i . _. t _ L. . :7. &O. ec,treop *4964/f, re i (0/7 ,//te, tES., 1 Pfi,1611/4 &Aid Ar--.7 tife): tifil 1 I i • -77P*04 x /Rs= s • • i d'ai-se/92/A/43,/i,lei -c=t- Ay.az • dwr art: orttel. ace, v/pi.elottir oricay. • •40i, i a+ Ative • , • l' ! ... .. . : t k i Ad' OA & 0+15 a • ioci . : ...la / 6/11 C, . V4e.ocv :Zga+= -1 t, , . , ' ' 1 : . , , , = .2224 s; , . 4? , . /a' . 04,Caefir4Ges:4 .1, -. t a rl, • :i -- i — 1- < , . , : ..• . .4 1 . • i • , , • • • • etoo/r/PA, Pio rfre ace- v?P,,frIsrkite', ##i •P 1- . .1 .Prertieldr-' rp rie:e 4040,, zvotie w/41. #, i' "Yesiev,"/46:4" 1 , , Lop" rito-e *ail> 7W6 , /c —APACE — RE-145rievd eio$ /Aid Z(114.Z31/.4.4/ ; • . • • • • • • , • iJ LttJc ; 4,4 tsid. . • i ! , . ' q) d,•,1>*,, I—.o 1A.t) . .I, . . ; . ' : . .. :• _ ..,. . , ... '. ..1.`".■.O.PVt .... ■ • • . ...... • ..• ... • .. • ._ ., :?.at ... C.,,G d.'..v..d.: ‘t..:o.:r33.,4133.c..4..$) . ., . • • 3 : i. 1 • . : 3 , • 3 3 . . : . .3 . , f . , . i .• , . , . , :5 eat, WO Fliloegl .... „ _ 's . i #. f 1 - _..2 6)0r.t.' . • • . 3 3 •- ---1---- . i t . '. ! ! , : . - • ■ , A ,,_• .,. ■ L ' ' t t " f :.. . .___P Aft.. V' i+ t 0 1.3 li..._.. C • 2-'4.,. Fi..,port.,) ....,..h.v,,,o . 3 . , . . . i : . 1 . 3 , , . . . 3 , , - 3 . , 3 . . . •-• . ... ,- • ' . . 3 3 . . 3 , i . c , • 3 , • , 3 , 4`, . J._ . _ i ,. , . ! i • ,, i• • ' . 1. , • ,...• _., 1. i_ 4 I • .• '.,"b...rof..;„ , , ............3........3........ -4 .1.............i., ,,......,-.1....•..,...,. : ...• -,..... ••..-..-..•..•.-7 .....- - ,. S 1 ! 1 . I .. . . 1/ pal' . i t -, , ; € — v.,. ee.ve t ...„ L _, 1 —1..•,...,....-, ....I.i.., ,,I, .II 4.4 ...,......, . 1 ' .i - ,,....n. , /S1 # N. Y *.lre, • 10. 0 . , . 6 # 1 . . / . 1 , 3 3 3 i i 3 3 ........ J i : ' , .'• ''''' 821 # g 1 1" 41'2, . .If..0,./1: , • • • • 1. • .i. • • . 3115e = . . • i „_.1, .,,,„... I I t i ii 1 1 it 1 + 1 It ; '''' eA 60A '0 , asew.f.a • • . • 4 1 — , + Pie- , , . . . .., ...„L ,, , : —' „.... i...., -1./''.4'__At:tc::eJ_shb:if...gi1/-g.?DL: ....„....„ . . --, .7” gi 7,*.e.. .2.4 .0/1as' , j.„--.4. 1 1 ! 1 . 1 . - . 3 1 12009 ia . . ; . : . , , t A ole F .,„ f"...! 0 ,..4/ .• 0 toetOt p,filo oil& i . • . • I ■ 4 'i I . 41C0 Alp oi./ .4g ilo 9'4'0 0 • • 5'0, 017of • PA-4,0A: . •, , , , . ' , , 4,-.0, gii AI,/ /Id : it. 0 AO 40,04,1) /00,4 ri op #;,/ 10 a /4. : /4 0 4,/w 44 0 A.!0' ewf A•4 0' • . ' 1 i 1 i (CA/ 7/C44. • c W A 40,4#40:1 e, ?8) ) ■ ■ '•i• : , - - H • / Zs D 74 : / 6 %./ i i , - .! - i i i - . . t -, . ' _........_ _____O t LI , i 1 t t I t t t ' . " 'it re .1 4 td ..." alf /0/ ) A ( If' ' *0/4 .4 #42. ;( /4. A.104- . , 6S4toi. ( Aot /06f hid ..r:p (4.Z /p. NI! 1 14 /6' 14 g X/11,5 # V; 7.3 4,e,a • E krt w.r JL d4 1.014.+rr o N sa .G -n "..X ,G -0 "' x / ZA,.. /!Z 411N1r, ..- t - d'7 0, uv. , /I • ioto #1,40,60 0 04ti/wd f itcro'tvtG rs 3 $og -1 ,00 G. Oa- 1e/ /N do .4-0 �Y 7/A,/ • • Ok AA I . 4440 w*tbi•0 4.0 44) ar 3 Sap jryf . A G 4voo +� /la x/As 643 ' :. e " d, G / 411" A0 f y e, 6 0 y J' 7-C- .t' 4. C /Q/ 4-.! 2 a =0,d' «•�4a .74.4's 19oofs! 4...S.-1--#'97 O/ 'R4114:14 g es 2ronA /t d'd" d. /et- 3a• / 4-- 4 *vier' 147 e$ 3, 9y blse* 4, 3 a .2./..tiso G t. "Rrdqa,= Z °OPT ! � f c. 46 ) s4. 7, 6. o ,4 1-4,8 'fO INra-21Q2) irt47.-&-ott z' 4 -e/0 ' Vd. trTe ' . et deve.'41k?.5 s ti, 1-174 '( , ?)'( /0s7/ a©0: G•=' .,,k /' $ 0 (' r /6' 7. ,- /.3y A404 44-A 4C/77 /,Y 744, o w4 y d,V. 4€ GC ✓04..✓$ D DY fl 4d /NG V*/•v, CJ#• ,r',r.pTOAt e a 60•42, .t /NC' d,V 'or /Aid ( 5 1(G'' 4,) -Z;- .2 (0, -6,' ) „41 =(1• 2,)7 67,2,. /NZ" AA.° 4'V4.' +' 5 //,t/z ar 0/ 7 • 2�5 (',e5) (2900)'('67,2)' 1634 ( 0/ 7) ('C' L 4 G ` //tPooz.- /(7 .2 r2 °Oi4. /F'.5 e2�' v ! ig TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, 13C V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C: \SFRAME\DATAWRAME2.TEL Description: Moment Frame E •Vt! Engineer: DM S -FRAME For Windows Enterprise Version 4.23 (t Copyright 19954998, Softek Services Ltd. Head Office: #275 . 13500 Maycrest Way Richnlnnd,13.C. V6V 2N8 Canada Phone: (604)273-7737 Fax: (604)273-7731 Model Size Joints 4 Load Cases N�a0000.... Aft ak ; ^ Slaves 0 Load Combs Members 3 Groups Shells 0 Nonlinear Springs Springs 0 Time History Curves Sections 1 RSA Spectra Curves Materials 1 User Coordinate Sys. Lumped Masses 0 Default Constraints Ultimate Thursday January 18 2001, 3 :00 pm S -FRAME Enterprise? Version 4.23 0 Copyright 1995.1998, Svtkk Services Ltd. Protect Maine: AT&T Seattle (Parkway) Geometry GRAPHICAL RESULTS - LD Comb 3 Structure Description: Moment Frame Engineer DM Ultimate Thursday January 18 2001, 3:95:58 pm TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, 13C V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C : \SFRAME\DATA\FRAME2.TEL Description: Moment Frame Engineer: DM Page: 1 Joint Data .3 a / / °x f ? 1 e " tt � 0 t 3., ' S• C Jot D i'.# 0 •.000 .000 ± . � 1 ming16,000 3 ' .000 ' .000 0 0 UIIIIIIIIIIIIINIIII � ..MI n r• {r i } f t r :ii i, iY'J l:�'. 1 0 j 16.000 :333 1 1 1 0 Degrees Of Freedom: 0=restrained, 1 °free Joint displacement coordinate system may be attached to a joint Section Property Data Non -zero X•area, mom. of inertia and torsional constant are mandatory. For nonzero shear area, shear stresses are calculated. For nonzero shear area and shear modulus, secondary deflections due to shear are included, For nonzero fibre distances, direct stresses are calculated. Material Property Data - "�K3 ' . fi •'- i 3k .d .{ : i'.# 0 '-'i)S i. ± . � ., :.... �.. n. �� k>i1 {:J;b mow � ...4 ♦ i.. � 1 ` n r• {r i } f t r :ii i, iY'J l:�'. ` .f 1. 4.- lC)E - �l.�a j 9.735,786 11,437,399 1.000 0,000 4,000 ! of Steel Young's modulus Is mandatory. Shear modulus is mandatory. For nonzero shear area and shear modulus, secondary deflections due to shear are included. Nonzero density is required if gravitational factors are specified and self-weight is to be considered, Non -zero thermal coefficient of expansion is required for thermal loads. Load Case 2 - Joint Load Data Load Cu, Do.Rrtpttont Mad Load Ultimate Thursday January 18 2001, 3 :00 pm S FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Sotsek Services Ltd. 1 it •-• TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, 13C V3S 7X1, Canada (604) 574-6432 AT&T Seattle (Parkway) Filename: C:\SFRAME\DATA\FRAME2.TEL Description: Moment Frame Engineer: DM Page: 2 Joint loads acting in directions other than global may be defined on joints with attached joint displacement coordinate systems Load Combinations Ultimate Thursday January 18 2001, 3:00 pm S-FRAME Enterprise Version 4.23 Copyright 1995.1998, Softek Services Ltd. TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, HC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C:1SFRAME\DATAWRAME2.TEL Description: Moment Frame Engineer: DM Page: 3 tt CA jj y;� l�f �/ l ln..�' 3£ A #' ( :y .+1$ lr ; i t r'xA A ;'•"' '14 ri. 1 V .. 'E (/ji {D 1 Lt X: .�2k7f .i.. y. 3 };' r } ' y xl �a �� �kl'�. e .�At ! i' .rtk df1�• "�` -M ,rtI�I �yr ' f'� 1. /'4. 1tA', N {y, 1i II�� .+�. p �- WS'f•� '�`. y «I L.G.. ..k: .aA «-(.ia .hi.. 0 0 0 0 0 Joint Displacements For Primary Load Cases Displacements are relative to the joint displacement coordinate system Joint Displacements For Load Combinations Displacements are relative to the joint displacement coordinate system Support Reactions For Primary Load Casa Reactions are relative to the joint displacement coordinate system Support Reactions For Load Combinations Ultimate Thursday January 18 2001, 3:00 pm S -FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Sofck Services Ltd. TRK Engineering Ltd Suite 201, 17688 66th Ave, Surrey, 13C V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C :\SFRAMMDATAWRAME2.TEL Description: Moment Frame Engineer: DM Page: 4 Reactions are relative to the joint displacement coordinate system Member End Actions For Primary Load Cases Member Forces aro given in tho members local coordinate system For Stations > None > Directions aro defined using engineering sign convention For Stations None > Directions are defined using scientific sign convention Member End Actions For Load Combinations Member Forces are given in the members local coordinate system For Stations > None > Directions are defined using engineering sign convention For Stations None Directions are defined using scientific sign convention Ultimate Thursday January 18 2001, 3 :00 pm S -FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Softek Services Ltd. 1 1 0.449 0.176 J 0.526 i .840 EIIIIIIIIIIMIIIIIIIIIIII A00 •.000 .000 1.000 Reactions are relative to the joint displacement coordinate system Member End Actions For Primary Load Cases Member Forces aro given in tho members local coordinate system For Stations > None > Directions aro defined using engineering sign convention For Stations None > Directions are defined using scientific sign convention Member End Actions For Load Combinations Member Forces are given in the members local coordinate system For Stations > None > Directions are defined using engineering sign convention For Stations None Directions are defined using scientific sign convention Ultimate Thursday January 18 2001, 3 :00 pm S -FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Softek Services Ltd. TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C:1SFRAME \DATA \EARJ(WAY11:RAME3.TEL Description: Moment Frame - N -S Engineer: DM S -FRAME For Windows Enterprise Version 4.23 Copyright 1995 -1998, Softek Services Ltd. Head Office: #275 - 13500 Maycrest Way Richmond, B.C, V6V 2N8 Canada Phone: (604)273-7737 Fax: (604)273.7731 Model Size Joints 8 Load Cases 2 Slaves 0 Load Combs 1 Members 9 Groups 0 Shells 0 Nonlinear Springs 0 Springs 0 Time History Curves 0 Sections 2 RSA Spectra Curves 0 Materials 1 User Coordinate Sys, 0 Lumped Masses 0 Default Constraints 1, 1, 1 Ultimate Thursday January 18 2001, 3 :39 pm S -FRAME Enterprise Version 4.23 ® Copyright 1995.1998, Softek Services 1-4d. Project Nitne: AT &T Seanle (Parkway) Geometry GRAPHICAL RESULTS - LD Comb 1 1.2D +1.3W Structure Description: Moment Frame - N -S Ultimate Thursday January 18 2001, 3:41:33 pm i TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 Dint Data AT &T Seattle (Parkway Filename: C :\SFRAME \DATAWARKWAY\FRAME3.TEL Description: Moment Frame - N -S Engineer: DM Page: 1 19.500 19.500 19.500 17.000 cgrces Of Freedom: 0=restrained, 1 free olnt displacement coordinate system may be attached to a joint ection Property Data 14.200 2.250 1.500 1.300 on-zero X -area, mom. of inertia and torsional constant are mandatory. or nonzero shear area, shear stresses are calculated. or nonzero shear area and shear modulus, secondary deflections duo to shear are included. or nonzero fibre distances, direct stresses are calculated. aterial Property Data 11,437.399 4,000 oung's modulus is mandatory, hear modulus is mandatory. or nonzero shear area and shear modulus, secondary deflections due to shear are included, onzero density is required if gravitational factors are specified and self - weight is to be considered, on-zero thermal coefficient of expansion is required for thermal Toads, Ultimate Thursday January 18 2001, 3:39 pm S -FRAME Enterprise Version 4.23 Q� Copyright 1995.1998, So ftek Services Ltd. t, TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574.6432 AT &T Seattle (Parkway) Filename: C:1S1 RAMSIIATA\PARKWAY\FRAMR3.TEL Description: Moment Frame - N -S Engineer: DM Page: 2 Load Case 2 • Joint Load Data Load Case Dercrlption: Wind Load • 4lrlRl��3 `. .a✓ .(..�.. L i x 4. v: •- 3 fi ��+ rK,rFa, ,;;y r,.L:. .ra + Y t � .ss1r~%.i lel�f [IX� (i M t�rr 7 .:'.,F,.,. �i My .,.1. x .G°-: fi,'. f.) i� :� 1^� � •'tf w:'V,3ii 3 ..i. 0,000 1.613 1.000 John loads acting in directions other than global may be defined on joints with attached joint displacement coordinate systems Load Combinational ,. ,,,_._ .. 1 Ultimate Thursday January 18 2001, 3:39 pm S R iME Enterprise Version 4,23 (0 Copyright 1995.1998, Sollek Services Ltd, TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C: \SFRAME \DA'T'A \PARKWAY\FRAME3.TEL Description: Moment Frame - N -S Engineer: DM Page: 3 Joint Displacements For Primary Load Cayes an: Displacements aro relative to the joint displacement coordinate system Joint Displacements For Load Combinations Displacements aro relative to the joint displacement coordinate system Support Reactions For Primary Load Cases Ultimate Thursday January 18 2001, 3 :39 pm S -FRAME Enterprise Version 4.23 Copyright 1995.1998, Softek Services Ltd. ig r r :o nt ,f , �rs Coth�i o rf , 0 0 0 0 0 Joint Displacements For Primary Load Cayes an: Displacements aro relative to the joint displacement coordinate system Joint Displacements For Load Combinations Displacements aro relative to the joint displacement coordinate system Support Reactions For Primary Load Cases Ultimate Thursday January 18 2001, 3 :39 pm S -FRAME Enterprise Version 4.23 Copyright 1995.1998, Softek Services Ltd. ig TRK Engineering Ltd Suite 201, 17688 66th Ave, Surrey, 13C V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C : \SFRAME \DATA \PARKWAY\WRAME3.TEL Description: Moment Frame - N -S Engineer: DM Page: 4 eactions are relative to the joint displacement coordinate system upport Reactions For Load Combinations eactions are relative to the joint displacement coordinate system amber End Actions For Primary Loud Cases i `{''1 f u oc� t l 'Y j} •SE r(;� "'a °' /�i(1[.: Ultimate Thursday January 18 2001, 3:39 pm S- FRAME Enterprise Version 9.23 ® Copyright 1995.1998, Softek Services Ltd. TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, 13C V3S 7X1, Canada (604) 574 -6432 AT &T Seattle (Parkway) Filename: C : \SFRAME \DATAWARKWAY\FRAME3.TEL Description: Moment Frame - N -S Engineer: DM Page: 5 14,500 1.899 1.039 1.039 1.899 1.899 1,903 1,899 1.810 .000 i .000 1.000 1.903 ember Forces are given in the members ocal coordinate system or Stations > None > Directions are defined using engineering sign convention or Stations el None > Directions are defined using scientific sign convention ember End Actions For Load Combinations 0.903 1.193 0.481 1.600 1.600 1.000 ember Forces are given in the members local coordinate system or Stations > None —> Directions are defined using engineering in convention or Stations A None > Directions are defined using scientific sign convention Ultimate Thursday January 18 2001, 3 :39 pm S- FRAME Enterprise Version 4.23 D Copyright 19954998, Softek Services Ltd. It .h. TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, EC V3S 7X1, Canada (604) 574.6432 AT &T Seattle (Parkway) Filename: C:\ SIR .AME\DATAWARKWAY\NSpttAMEl.ThL Description: Steel Support Frame Engineer: DM S •FRAME For Windows Enterprise Version 4.23 © Copyright 1995.1998, Softek Services Ltd. Head Office: #275 . 13500 Maycrest Way Richmond, 13.C. V6V 2N8 Canada Phone: (604)273.7737 Pax: (604)273.7731 Model Size Joints 26 Load Cases 8 Slaves 0 Load Combs 6 Members 42 Groups 0 Shells 0 Nonlinear Springs 0 Springs 0 Time History Curves 0 Sections 5 RSA Spectra Curves 0 Materials 1 User Coordinate Sys. 0 Lumped Masses 0 Default Constraints 1. t, t,1, t, 1 Ultimate Thursday April 12 2001, 2:18 pm S -FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Softek Services Ltd. Project Name: AT &T Seattle (Parkway) Geometry - Job_ Structure Description: Steel Support Frame GRAPHICAL RESULTS - LIB Case 0 <Untitled> Ettgittecr: DM Ultimate Thursday April 12 2001, 2:23:45 pm Geometry tMmbers PtojeCt *MC: AT&T Seattle (Parkway) • GRAPHICAL RESULTS - LD Case 0 <Untitled> Structure Description: Steel Support Prattle N*43 ).¢, . 2 'N,.... 2 ..... ,3A- ........ 3 %., -"*....., ▪ `•■,..*:....•,' '''..... '4.41 `....,._ N24 1 ), N.... ▪ ‘.**., ..." N • ) Maginot: DM Ultimate Thursday April 12 2001, 2:2408 pm i'roject Name: AT&T Seattle (parkway) Geometry - Su orts GRAPHICAL RESULTS - LD Case 0 <Untitled> Structure Description; Steel Support Frame Thursday April 12 2001, 2 :24 ;42 pm Ultimate C6' • ...',.: TRK Engineering Ltd Suite 201, 17688 66th Ave, Surrey, BC V3S 7X1, Canada (604) 574-6432 AT&T Seattle (Parkway) Filename: CASFRAMEMATMPARKWAY\NSFRAMELTEL Description: Steel Support Frame Engineer: DM Page: 1 Joint Data Dogmas Of Freedom: Ourestrained, igfree Joint displacement coordinate system may bo attached to a Joint Section Property Data Ultimate Thursday April 12 2001, 2:18 pm S-FRAME Enterprise Version 4.23 © Copyright 1995.1998, Softek Services Ltd. • tii TRIG Engineering Ltd Suite 201, 17688 66th Ave. Surrey, 13C V3S 7X1, Canada (604) 574 -6432 AT &T Seattle (Parkway) Filename: C :\SFRAMI:IDATAWARKWAWIS1 RAMEJ.TEL Description: Steel Support Frame Engineer: DM Page: 2 �.. ...' ...J,. r!'"? !LTx: i t 1 F ; 3�a \{ j'is;•'Y {agScc.d {1 1 �lfii '1 .360 a$�... t- "i 1 1 .360 '&� ±� ... ��.x�? to Y '. r 'll ^. .1:' e+:.j ■ �-,:*• +�"r,':. }'" ts.+3�..Y c e'€y�'+Tq"�'r 'n'- '�; y .i 1 \tl ° . > . w ..it. Jry.'.ry.J plC'� 1.000 9.860 1 .000 Non -zero X -area, mom. of inertia and torsional constant are mandatory. For non -zero shear area, shear stresses are calculated. For non -zero shear area and shear modulus, secondary deflections due to shear are included. For non -zero fibre distances, direct stresses are calculated. Material Property Data 735.786 Young's modulus is mandatory. Shear modulus Is mandatory, Por non-zero shear area and shear modulus, secondary deflections due to shear are included. Non -zero density is required if gravitational factors arc specified and self - weight is to be considered. Non -zero thermal coefficient of expansion is required for thermal loads. Load Case 2 • Joint Load Data Load Case Descriptions (1.28 +1.6L+0.58)' Joint toads acting In directions other than global may be defined on joints with attached John displacement coordinate systems Load Case 2 • Basle Member Load Data Load Case Descriptions (1.28+1.61.+O.58)' Ultimate Thursday April 12 2001, 2 :18 pm s -FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Softek Services Ltd. TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, 13C V3S 7X1, Canada (604) 574-6432 AT &T Seattle (parkway) Pilename: C:1 S1RAME\DATA\PARKWAY\NSPRAME1.TEL Description: Steel Support Frame Engineer: DM Page: 3 aL. , , r q t ttJ W D (,! r' Ti" ..i � ' a# v 1 t. it r 4rrt�.e. a s-...:14a. ,..# � 0.678 24 0.678 1.000 1,000 Member Lad Type Codes: 1=tllobal X ptejected, 2*Olobel Y projected, 3•tllobel z ptojeted, 4 Olobai X troll, Stalobal Y gravity, 6=tilobal Z graWty, 7 *Local x Axial, !t =Loeil y. 9=Lou1 t,10=1aniunal,11 =thermal. Load Case 3 . Joint Load Data Load CAN tkacrlptlonr (1.2D +1.3W +0.55)' North 0.315 0.315 0.481 0.481 0.228 0.228 0.909 Joint loads acting in directions other than global may be defined on joints with attached joint displacement coordinate systems Load Can 3 • Basic Member Load Data Load Can Deieripttont (1.2D +1.3W+0.55)' North ; 0.817 0.817 0.420 0.420 0.817 0.420 0.420 1.000 1.000 1.000 1,000 %amber t.aad Type Codas 1.01obal X proJewd, 2.Olobal Y projected, 34Ioba1 Z projected, 4•Q$obal X gravity, S•0lobal Y gravity. 6•Olobal Z gravity, 74Local ac uIa1, $.Local y, 9.Lacal i. IO.i rnlu ul, I l•thtrmsl, Load Cue 4 . Joint Load Data Load Casa DavrIpiloni (1.2D +1.3W+O.5$)' Wet ........... 1.076 0.060 9 t .449 ' .000 0 Joint loads acting in directions other than global may be defined on joints with attached joint displacement coordinate systems Ultimate Thursday April 12 2001, 2 :18 pm S -FRAME Enterprise Version 4.23 D Copyright 1995.1998, Softek Services Ltd. TRK Engineering Ltd Suite 201, 17688 66th Ave, Surrey, 13C V3S 7X1, Canada (604) 574 -6432 AT &T Seattle (Parkway) Filename: C: 15FRAME \tATA\PARKWAYINSFRAME1.TEL Description: Steel Support Frame Engineer: DM Page: 4 Load Case 4 • Basle Member Load Data Load Cruse Description: (1.2D +1.3W+0.5S)' West ►tember toad Type Cadet t .Olobd X pre}eeted. 2+mobd Y projected, 341obei Z projected, dkOlabri X gravity, S. 1obat Y gravity, &Mobil Z gravity, 7•Loeal iti ruin, g =Lead y, 9•Locsi t 10=totilond,11*theme Load Case S . Joint Load Data Load Carr Desolation: (D)' Joint loads acting in directions other than global may be defined on Joints with attached Joint displacement coordinate systems Load Case S . Basic Member Load Data Load Cue Description: (D)' Moab" Load Type Codes; t.0lobal X projected, 2.OIobal Y proAford. 3601obai Z projatc4. ai.Qlobd X parity. 5.Qlobarl Y gnvity, 6•Q1obsi Z gravity, 7 •Love! >< geld, *.Lord y, 9•Local 410•tonIotui, l l.tl:ettnd. Load Case 6 • Joint Load Data Load Cato Descriptions Earthquake North Ultimate Thursday April 12 2001, 2 :18 pm S -FRAME Enterprise Version 4.23 Copyright 1995.1998. Softek Services Ltd. TRIG Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604)574.6432 AT &T Seattle (Parkway) Filename: C: 1SPRAME\DATAWARKWAYWSFRAME1,TTEL Description: Steel Support Frame Engineer: DM Page: 5 Joint loads acting in directions other than global may be defined on joints with attached joint displacement coordinate systems Load Case 7 - Basic Member Load Data Load Case Description: Snow Member Load Type coact: 1aClobd X projected. 2441ab.l Y projected. 5•tllobd Z projected. 4•431.bd X wavily, SiGlob.l Y gravity, 84431obel Z gravity, 7•Loed a &41d, f *Lard y.9.Loral e, t0•tonland,1 t.Uurnat. Load Casa 8 • Joint Load Data Load Case Description; 8arthquake West 000 Joint loads acting in directions other than global may be defined on Joints with attached John displacement coordinate systems Load Combinations i j\ (,, t f h i y} ( Wr ♦y t t i Ultimate Thursday April 12 2001, 2:18 pm &FRAME Enterprise Version 4.23 Copyright 1995 -1998, Sofick Scrvices Ltd. s§ y. t {{ v a;i� q aFY 10 0. 7.510 1.000 9 t .000 3.990 t .000 Joint loads acting in directions other than global may be defined on joints with attached joint displacement coordinate systems Load Case 7 - Basic Member Load Data Load Case Description: Snow Member Load Type coact: 1aClobd X projected. 2441ab.l Y projected. 5•tllobd Z projected. 4•431.bd X wavily, SiGlob.l Y gravity, 84431obel Z gravity, 7•Loed a &41d, f *Lard y.9.Loral e, t0•tonland,1 t.Uurnat. Load Casa 8 • Joint Load Data Load Case Description; 8arthquake West 000 Joint loads acting in directions other than global may be defined on Joints with attached John displacement coordinate systems Load Combinations i j\ (,, t f h i y} ( Wr ♦y t t i Ultimate Thursday April 12 2001, 2:18 pm &FRAME Enterprise Version 4.23 Copyright 1995 -1998, Sofick Scrvices Ltd. s§ TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C. \SFRAME\DATAWARKWAYWSFRAME1,TEL Description: Steel Support Frame Engineer: DM Page: 6 olnt Displacements For Load Combinations • Ultimate Thursday April 12 2001, 2:18 pm SOFRAME Enterprise Version 4.23 0 Copyright 1995.1998, Softek Services Ltd. TICK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574.6432 AT &T Seattle (Parkway) Filename: CASFRAMEDATAWARKWAYWSFRAME1.TEL Description: Steel Support Frame Engineer: DM Page: 7 0.082 0.082 .193 .203 .300 0.031 .661 .302 0.103 0.082 0.005 0.012 0.505 0.397 0.422 0.082 .765 .302 0.082 .765 1.611 1.279 1.369 .396 x.315 0.337 0.145 0.287 0.199 0.201 0.230 .472 .001 0.454 .299 ,193 ,203 .299 x.194 0.799 0.808 1.556 1.051 Ultimate Thursday April 12 2001, 2:18 pm S.FRAME Enterprise Version 4.23 ® Copyright 1995, 1998, Softek Services l.td. TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: CASFRAMMATAWARKWAY\NSFRAME1 .TEL Description: Steel Support Frame Engineer: DM Page: 8 Displacements are relative to the Joint displacement coordinate system Support Reactions For Load Combinations 1 3 3 3 1 2 3 1 :bits 2i� .000 1 3.567 .876 .564 2 +,000 1.000 1.000 1.000 1.000 .000 .000 1.000 0277- 1.000 0.41 MI I I ,00C 7 3 .71( 16.681 .180 .042 .000 1,11 .491 .000 .144 Reactions aro relative to tho Joint displacement coordinate system Member End Actions For Load Combinations 25/4,4. 'Al? Nt F i -rote, s, --to .0.* Ultimate Thursday April 12 2001, 2 :18 pm S- FRAME Enterprise Version 4.23 ® Copyright 1995.1998, Softek 5ervias Ltd. TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C:\.SFRAMEIDATAWARKWAYWS1 RAME1.TEL Description: Steel Support Frame Engineer: DM Page: 9 �. 1-1,1, 1/ 1 �14� �Z it C 1 11 1 � i.. 1 4R � + ,,1y . .e a .r-- r.ttic'.3�I fr.: 111111111111111111111111311111111 i a r` N I iPa .Yt . f f �,! a�"" «z.f,1 . t`.R {�•, � f}`� '�. sto-+' �, xx..,;F++ ,�«. x ♦ �Y � IF ��tJ_J 1 1 each {�i Al .,3. 7[3 r w +erg c 5����� � r.. }u tit .dl #� A��� y� '?�c ,6ld r! - °f-: '.., ^g'.,, �. .Kt., ar i z i 1 ? i �[ . { .x.r L. tct � �.. ^ � ti ,t..:'.5i: 9.865 1.140 • .804 1•505 L •; .564 1.000 1.000 E311111111111111111111.1111111LEMIMMI _ 4 8.553 0.776 i .00O , . 0 1.000 1 .000 19.518 1.000 1.000 2 • 15.744 • .000. 0,000 MON 4. _ UMW .OW 1.000 16.681 .. 1.000 _ -- -- 4 16.669 1.000 1.000 3 -�� 3 1 2 1.008 NM .180 1.000 1.000 6 7.159 1.000 •.000 1.008 5 .042 1.000 • .000 6 6420 0.279 1.000 3 -�. 4 3 - 1 1.008 5 • .427 • .000 $ .000 6 6.405 0.417 1.000 1.720 7 • .491 1.000 1.000 � . 8 5.476 1.000 • .000 4 2 1.720 7 .144 1.000 i .000 8 -x .128 1.000 •.000 4 3 ,.720 7 - 1.000 . '.� 8 ... � 1�� 1.000 1.000 .976 2 1.001 0.001 9 13.476 1.010 1.005 5 =I= MEM ®1.'76 �2 2 9 jaalli. 8.215 0.136 0.800 i .006 i i • .804 1.771 0.•15 9 9.762 1.014 i i , 1 1.97+ 4 ' • x.001 0.i 11 10 ' J 0.005. 0.• 15 CIIIIIIIIIII 2 1.9 + t 15.86 ' i 1 . 111111111 0.11 INIIII= 0.005 0.004 r 3 ' 1 .624 0.115. ■ iT• 10 Millilli 1.003 0.010 7 1 1.976 6 .115 • .000 i 000 EINIMINIEMIEN11.976 111r � 7.073 0.013 •.011 6 .696 'EMMEN t .00.0 � 5.654 0.010 .011 �� 111111111 LIIIIIIIIIIIIIIIIIIIIIII.976 1.976... 6 'II • •.001 5.900 0.010 '.012 8 •' 1,001 0.001 Ultimate Thursday April 12 2001, 2:18 pm S -FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Softek Services Ltd. 'ARK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574 -6432 AT &T Seattle (Parkway) Filename: C:\ SFRAME \DATA1PARKWAYWSPRAME1.TEL Description: Steel Support Frame Engineer: DM Page: 10 3 .^T', �� e� J�$ f �A,.J r -i. �•o..r� 'Ca '.[ p �� l tsrd 8 .dT l.i`s r t� i t l { 4 frA i?5� n � ,}b c'.5% « ;i:,�t"c,.s .�G:. �.F f t" :Y8 Fi 1 £:: yar ij % +�f 4� e,'3 ,:. s � � J e %'%1§:'3df +}'G±2.i+pi"i -�? 1 .." }p F 1 C ..5a '. r' � � t ; _�i' a r, r`d �j �4j�jj��R '�+i � { �.j(�1► �Xj��,.$.�jy;` � i5 � .t X' p.si'iu 1111111111111 5.397 +.016 0.002 8 EIIIIIMIOL976 8 .090 +.001 0.001 . - 4.048 1.013 0.003 8 � 9 11.11111111.976 . 11111111111111.11111111111151111011 -, .953 8 9 .080 +.001 0.001 4.038 +.015 0.004 +.006 +.000 +,000 0.006 0.714 1,000 9 2 ►.933 ► .953 9 Qc 9 13 0.204 1.204 ( 1.000 0.152 +.000 3.820 +,000 1.001 1.000 0.001 3 10 1 10.093 13 +.000 +.714 +.000 14 13 +.000 .138 0.710 1.152 1.000 +.002 10 • 2 10.093 14 0.138 0,580 +.001 10 ' 3 10,093 13 14 0.807 ' .820 1.411 0.002 0.002 ' .807 11 1 ' .953 • 14 ' .002 +.710 10 0.002 1.000 +.000 1 14 10 '.139 0.139 0.806 1.580 1.000 1.411 0.001 1 1 I 14 10 + .806 1.000 1.000 10 0.003 1.000 _ 1.000 15 1.003 9.910 1.000 2 I .. S3 10 0.484 +.000 1.000 15 +.484 38.951 0.409 + 0. 13 1.000 1.000 +.829 1.0(10 111 40.396 I I I + � 9.910 WIIIII. NIIIIIMIIIMIIIIIIIII 14 Mallillaglill • 111 0.481 . 1•001 + 8.951 1.406 16, 47 ONIIIMIIIIIIELEEIIN 16 1.481 114.813 2. ' 97 15 1.000 0.396 0,826 16 16 ' .000 124,339 • ,473 ,000 146.339 0.001 - � 14 all.111111nalliMill 11111111111111111111111111111.1111111 14 3 13.125 16 '.000 .._ 0.472 1.472 . _ 82,634 . _ 1,000 114.810 ► .697 66.721 1.658 0.254 124,336 5.473 Ultimate Thursday April 12 2001, 2 :18 pm S- FRAME Enterprise Version 4.23 0 Copyright 19954998, Softek Services Ltd. W TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT&T Seattle (Parkway) Filename: CASPRAMEADATAWARKWAY\NSFRAMEI.TEL Description: Steel Support Frame Engineer: DM Page: 11 .718 0.720 .041 0,565 0.291 0.491 .720 .000 .5,5 .000 .491 .000 .000 14.635 21 10.422 21 .071 10,808 .146 Ultimate Thursday April 12 2001, 2:18 pm S-FRAME Enterprise Version 4.23 0 Copyright 1995-1998, Softek Services Ltd. 1§ TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C:\ SFRAME \DATAIP'ARKWAYWSPRAMEI.TEL Description: Steel Support Frame Engineer: DM 44.279 10.853 44.475 0.658 0.294 1.334 22 13.125 .258 4.476 Page: 12 Ultimate Thursday April 12 2001, 2:18 prn S- FRAME Enterprise Version 4.23 Copyright 1995 -1998, Softek Services 1-td. ig 23 0158 70.681 5.474 23 1 16.547 23 1.000 104.654 NPAIIIIIIIIII 0.001 24 .000 34.028 23 2 16.547 23 1.111 0.304 • 2.697 24 23 • • 1.111 1.000 19.171 1.406 23 3 16.547 0.692 .474 24 1.000 i .003 22.579 4 4.028 0.826 .000 24 1 24 • 9 24 0.003 0.885 1.883 1.000 19.171 1.000 0.409 24 2 ' .9 3 '.000 ► 2.579 .000 .. 3 ► .953 1.003 0.003 1.8 9 • .000 • 1 ' , O i l 1 ' .000 ' .000 1.000 23 1.000 1.000 1.000 0.000 2 16.000 16 1.000 1.000 23 i .000 ' .000 1.000 1,000 25 3 16.000 16 0.036 1.000 1, '1 i 23 17 1.03• 1.000 1,411 1 .000 000 • .000 •.rii • .000 2• 1 22 1,i''ii 400 1.000 2 • 1 .000 17 0.004 22 +, ri' 1.000 1.000 E! 3 1 • .000 111.11111E1111111 O 0.003 1.000 i .000 .003 1.000 I, 271111 IIIIIIIIIIIIIIIIMIIMIIIIIIIIIINEIIIIII un 10.347 10.347 . 16 1.000 1,000 ' .000 ' 000 .000 . 1.000 0,510 000 .000 1. 000 1,510 ►.000 10.347 INIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIEUIIIIII ELE11.1111111111111110.347 16 17 1.400 1 000 _ . 1.000 _. 0.400 1.000 1.000 1,000 1.000 1,000 Ultimate Thursday April 12 2001, 2:18 prn S- FRAME Enterprise Version 4.23 Copyright 1995 -1998, Softek Services 1-td. ig TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, 13C V3S 7X1, Canada (604) 574-6432 AT&T Seattle (Parkway) Filename: CASFRAME\DATAWARKWAWISFRAMEI.TEL Description: Steel Support Frame Engineer: DM .400 0.400 .000 .000 .509 0.509 0,407 .407 .000 .000 0.111 .111 0.392 .392 34 Page: 13 Ultimate Thursday April 12 2001, 2:18 pm S-FRAME Enterprise Version 4.23 Copyright 1995.1998, Softek Services Lid. TICK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT &T Seattle (Parkway) Filename: C:1 SFRAME1DATAWARKWAY\NSFRAME1.TEL Description: Steel Support Frame Engineer: DM Ultimate Thursday April 12 2001, 2:18 pm Page: 14 S- FRAME Enterprise Version 4.23 Q Copyright 1995.1998, Softek Services Ltd. 1 g TRK Engineering Ltd Suite 201, 17688 66th Ave. Surrey, BC V3S 7X1, Canada (604) 574-6432 AT&T Seattle (Parkway) Filename: CASFRAMETATATARKWAY\NSFRAMELTEL Description: Steel Support Frame Engineer: DM Page: 15 ember Forces are given in the members local coordinate system or Stations > None MN> Directions are defined using engineering sign convention or Stations a None mum> Directions are defined using scientific sign convention Ultimate Thursday April 12 2001, 2:18 pm S-FRAME Enterprise Version 4.23 0 Copyright 1995.1998, Softek Services Ltd. Project Name: A'reer Seattle (Parkway) Geometry - Max. Factored Reactions Structure Description: Steel Support Frame GRAPHICAL RESULTS - LID Case 0 <Untitled> 1~agipccr: AM Ultimate Thursday April 12 2001, 2 :25:51 pm PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M101 -072 DATE: 4 -26 -01 PROJECT NAME: AT &T WIRELESS PARKWAY_ 8832 SITE ADDRESS: _375 CORPCIRAT_E DRIVE. SOUTH SUITE NO: Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # AFTER Permit Is Issued Buiidin: vision P blic Wgrks '712. Fire Prevention n 53•v( Structural 1:3 Plan In Divisi n Permit Coordinator Al DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete El Complete Comments: DUE DATE: S -� -2001 Not Applicable El TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: A PPKAYAMS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE 05 -29 -2001, Not Approved (attach comments) El DATE: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: VIIMOUlt WWI PERMIT COORD COPY ig ig PLAN REVIEW /ROUTING SLIP TIVITY NUMBER MI01- 072 DATE: 4 -26 -01 PROJECT NAME: AT &T WIRELESS_@ PARKWAY__8832 SITE ADDRESS: _375 C_O_RPORATE DRIVE SOUTH SUITE NO: Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # ._____ AFTER Permit Is Issued APARTMENTS: Building Division II Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ (Tues., Thurs.) DUE DATE: J5 120 1 Complete Incomplete ❑ Not Applicable El Comments: TUES/THURS ROUTIN Please Route Structural Revi quired ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: " c; A,PROVALS OR CORRECTIONS: (ten days) DUE DATE 05- 29- 2001, Approved Approv d with Conditions, Not Approved (atta com nts) ❑ REVIEWER'S INITIALS: DATE: CO3�,�ECTION DETERJ1UNATION: DUE DATE Approved ❑ Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: If POC of -0'7^ BUILDING PERMITS INSPECTIONS 0 00001 Progress Inspection Status 0 00002 Pre - construction ❑ O0003... Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Poliow -up ❑ '1,.00007 Pre -Move inspection ❑ 00050 WSW Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct 00071 Mobile Flomc Tie Down Insp 00072 Marriage Lines 00090 Rested ❑ 00095, Footing Drains 0 00100 Foundation Footings 00200 Foundation Walls 00250 Foundation insulation 00300 Concrete Slab /Slab Insulation 00350 Crawl Space 00400 Shear Wall Nailing 00450 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 00525 Plywood Deck Nailing 00550 Exterior Wall Sheathing 00600 Masonry Chimney 0610 Chimney Installation/All `i'ypes 00700 Framing 00750 Roof /Ceiling insulation 00800 Floor Insulation 00801......... Wall Insulation 00802 Exterior Roof Insulation 00803 filming Inspection 00815 :. Lighting and Controls 00900 Suspended Calling 01000 Interior Wallboard Fastening 01001 Exterior Wallboard Fastening 01110 Pro-Move Inspection 01115 Motor Inspection 01120 Pre -Demo 01140,.,Pra•reroof 1400 ..... .,Finai•Plre 01700 Final-Building 01900 Final•Reroof 03100 Situ Visit 04000 Speclni•Conerete 04001 Speclal•Bolts in Concrete 04001.,.,Special - Mom/Resist Cone Frame A4003 Speclal•Rninf Steel Prestress 04004 Special•Welding 04005 Special.' ligh•Strengtit Balling 04006Special-Structural Masonry 04007,.,...,,. Spncial•Reinf Gypsum Concrete 04008 Special insulating Cone Pill 04009 Special•Spray Fireproofing 04010 Special• Piling, Piers, Caissons O 0401 I Special•Sbatcrete O 04012 Special-Grading, Excav /Fill O 04013 Special- Retaining Wall 0 04014 Special-Panels 0 04015 Special-Smoke Control System it lo TENANT NAME: CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 0011 Special inspector shall submit final signed report O 0012 New ceiling grid & sight fixture shall meet lateral bracing O 0013 Partition walls attached to ceiling grid Cj 0014 .....,Readily accessible access to roof mounted equipment 0 0015 Engineered truss drawings & cafes shall be on site O 0016 Exposed insulation backing material O 0017 Subgrade preparation including drainage, excavation O 0018 Statement ['Unroofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans O "No work shall be done in addition to chose modifications..." 0 0002 Plumbing permits shall be obtained through King Co O 0020 Structural observation shall be provided for this protect ❑ 0021 MI food preparation establishments must have King Co O 0022 Fire retardant (rented wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete O 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All woad to remain in placed concrete shall be treated 0026 All stntctural masonry shall be special inspected 0027 Validity of Permit ❑ 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until Omni Insp by Bldg Div ❑ 0032 Remove nil weeds, concrete, stone foundations, not concrete 0036 Manufacturers installation instructions required on site "11'I'11 maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain h►sp for water /sower connect 0038 .,A C off) will be required for this permit 0039 .......,Fhmtl approval for nil T1 w /in the linits of Uwe SSC Mall 0004 All mechanical work shall be under separate permit 0040 All construction noise to be In compliance with 8.2'I'MC 041 Ventilation is required for all new roosts & spaces 0005 All permits, Insp records & approved plant available 0006 AU structural concrete shall be special Inspected O "Applicant shall obtain a separate plumbing permit front King Co" O "Anchoring = All new construct and substantial improvement shall be anchored to prevent notation" 007 All structural welding shall be done by WABO certified inspector If0008 ,,...,,All high- strength bolting shall be special inspected 0009 Bolts installed in concrete shall be special inspected 0031 ... , Comply with requirements of 1'MC "16,04 O 0034 , Removal of septic tanks require approval and compliance with King Co I IenIill Dept, ❑ "Obtain required inspections from appropriate water & sower districts" O "Poet burning appliances 0 "Appliances, which generate..,," O "Water heater st►ntl be unchcnred...." O "Reroot" Plan Reviewer: Permit Tech: esh) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER_MI01 -072 DATE: 4- 26 -01. PROJECT NAME: AT &T WIRELESS ,@ PARKWAY 8832, SITE ADDRESS: 375 CORPORATE _DRIVE SOUTH SUITE NO: __Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued OEP RTMEN_T_S: Building Division Public Works Fire Prevention Structural IPPlanning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -1 -2001 Complete Ei Comments: Incomplete ❑ Not Applicable El TUES /THURS ROUTING: Please Route El Structural Review Required Ei No further Review Required REVIEWER'S INITIALS: '�1c DATE: 3 - 0 ( APPROVALS Q CORR_fCTIONfis (ten days) DUE DATE 05 -2� - Approved g Approved with Conditions El Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: O cQRR,FCTLQN„DETFRM,INATIQ,N: DUE DATE Approved „„■••• Approved with Conditions ❑ Not Approved (attach comments) ED REVIEWER'S INITIALS: DATE: 001 len ig PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER M101 -072 DATE: 4- 26-01 PROJECT NAME: AT &T WIRELESS 0 PARKWAY 8832 SITE ADDRESS: __37.5_CORPORATE L RIVE SOUTH SUITE NO: Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _____ Revision # ____ _ AFTER Permit Is Issued DEPAtt1 MENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments :.__ Incomplete DUE DATE:, 5 -1 -201 Not Applicable [7] TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: fa-14.41- CAA".- a ' ` V APPROVALS OR C QR T1ONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Ir-4 No further Review Required DATE: (1 29,I, DUE DATE o� -24 -goat Not Approved (atta i h comments) ❑ DATE: I CORRN ON DETF,MIN TA_,O,N: Approved El Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) Ej DATE: fILOU11 POC r I PLAN REVIEW /ROUTING SLIP fIVTY NUMBER MI01 -072 DATE: 4 -26 -01 PROJECT NAME: AT &T WIRELESS Gad PARKWAY 8832 SITE ADDRESS: 175 _CORPORATE DRIVE SOUTH, SUITE NO: Response to Incomplete Letter # Response to Correction Letter # iRevision # AFTER Permit Is Issued ,,.._.Original Plan Submittal DEPARTMENTS: Building Division El Public Works a] Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: _5=1:2011.1 Not Applicable ❑ TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS. No further Revlew Required DATE: 06- 'G' i G' APPROVALS OR CORRECTION: (ten days) DUE DATP -29- 2001 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: CORRFCJJON QETE,R,MlINATION: DUE DATE Approved El Approved with Conditions ❑ Not Approved (attach comnients) ❑ DATE: REVIEWER'S INITIALS: