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HomeMy WebLinkAboutPermit MI2000-173 - SEATTLE CITY LIGHT - LATTICE TOWERSEATTLE CITY LIGHT LATTICE TOWER EXPIRED M12000-1 73 City of Tukwila (206) 431 -3670 Community Development / Public Works • b300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 .I:, CELLANEOUS FERMI WARNING: IF CONSTRUCTIONS 3EGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT I:" PROCEEDING AT THEIR OWN RISK. Parcel No: 042304-9)30 Address: Suite No: Location: S 112 ',,T & TUKWILA INT'L BL Category: NSFR Type: MISCPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: .0 South: Water: Sewer: Wetlands: Slopes: 0 Contractor License No: AMERII *210CG Pere, r No : Issued: Expires: MI2000 -173 ISSUED 10/30/2000 04/28/2001 Occupancy: UDC`.: 1997 Fire Protection: East: .0 West: Stream;: .0 OCCUPANT SEATTLE CITY LIGHT LATTICE TOWER Phone: S 112 ST & TUKWILA IN1 "L 8L, TUKWILA WA 98104 OWNER SEATTLE CITY LIGHT PROPERTY MANAGEMENT, 1015 3R0 AV, SEATTLE WA 98104 CONTACT MARK LOi2IO Phone: 425 - 451 -6043 450 110th AVE NE, BELLEVUE WA 98004 CONTRACTOR AMERICAN LINE BUILDERS 246 TUCANNON RD, DAYTON WA 99328 •k •k k •k •4 .4 •k k •k •k k A * * l* k k •k k k k •k 4 4* 4** •4 A k* A ** k k k •k ** 4 k k k k •k k 1' k A k k* k k k k k* k**** 4 4 •k A k 4 * k k A 4 k A** 4h k Permit Description: INSTALLATION OF ANTENNAS ON EXISTING SEATTLE CITY LIGHT LATTICE TOWER. 3 SECTORS HAVE 2 ANTENNAS EACH FOR A TOTAL OF 6 ANTENNAS. RADIO E)UIPMENT AT BASE OF TOWER. 440(kk** h* k44• kk• k•* k• k* kkk** k*** k*- k.*k kk- 4kkkk k•AAk*kk-kkkkt4kkk*k* *k ***Ak **- kkk•ktkkkkkk #kk* Construction Valuation: $ 60,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permit: Listed Separate) Eng. Appr: Curb C.0 t /Aoces s/S i dewy 1 k /CSS : N Fire Lop Hydrant: N No: Size( in): .00 Flood Control Zane: N Hauling: ing: N St art Time: End Time!; Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: k• k' k'k kkk 'kkkA4**Aki;kkkA**kAkk***kllAir' Akk* A4k44M k• kkkAk4 Ak4AAk '1k **h*4k*£ ***Akkk4k4*4AAA *, TOTAL DEVELOPMENT PERMIT FEES: $ 1,055.96 k' kk' k' k' kA•• Ak4*' kAkkA' A' kkk' A' kk' 4' Akkkk kk4 k' 4' AA' kA 44' k44* k'*' kA AkAA k• kkkk k*'' 4A 'AAA4k'kkk' *Ak* *£44kk4A4kkk'4 Gate' IN501) Public: Public: Permit Center Authorized a igr►at;ure: I hereby certify that I have read and examined th i 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 grant 1 ng of this permit duel not presume to give authority to violate or oar►ce 1 the prig s i or/ of any other state or local 1 aws regulating construction or the perform n e f work. I am authorized to jign for and obtain this development p rmi /t l si9nature; Print Name: __ E~t! llianW1L This permit shall become null and void if the work is not commenced within 180 day; from the date of issuance, or if the work is suspended or abandoned for a period of leo days from the last inspection. Date: i; CITY OF TUKWILA Address Permit No: M12000 --173 ,Suite: Tenant Status: ISSUED Type: MISCPERM Applied: 0//20/2000 Parcel #: 042304-9130 -9130 Issued: 10/30/2000 •k•k**** * ** *•k**** *:tkk•IL•*A ************* k****** A**** A * *•k**A.l ***kk44A ***& *lkk *k ** f Permit; Conditions: 1. ANTENNAS. MUST BE PAINTED WITH NON-REFLETIVE PAINT TO MATCH THE EXISTING LATTICE TOWER,-4 hereby certify that .I . 100 -read these condi t'iorrs..and will comply with them as nut 1 i ned: Al) . prdv l s;$ ons ,,of law and or # nances governing t;h i.s Work w i l l be comp I i ed r1 t , whether sped lf iyed herein or ndt .. A 47 Tice granting o, ,'- §t 61s purl i' F does not:. Nr= sure to give autho ity to violdte or (IOW 1 the N- ,6f, of any other. work o'r -1oca1 laws regij.l°ating otsn:str c on' or `the oe'rf,or rance of hivo.rk." }4 ,•'':. b,.7. i`0. +r s<tv�ft fla'ture Print N 011.._ -4a CITY OF" `1KWILA 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: SC, L L e t k Z V oe,•x.V Value of Construction: 64 Will there be storage ge of flammable/combustible hazardous material in the building? ❑ yes 'no of materials anc! store a location on se to 8 1/2 X 11 i i'er Indlcatln tummies & Material Safet Data Sheets A ` Site Address : tab �Z �z ►�c�Ar'e�S City State/Zip: �'r�14- wiIgjwAckgin4 I Tax Parcel Number: 04a.34 04 - 9130 -og Phone: ( 415 ) 641- 65 A-1 Property Owner: 5e,„,..4 ‘e 1L■ irl L L4„ Street Address: +00 Sit,. O� S�'t 330c. tty State/Zip: �.�r41efLog1 92104 Fax fl: ( ) Contractor: T 60 Phone: ( ) Street Address: City State/Zip: ,--- Fax #: ( ) City / State/Zip: Architect: IA *1>c, Arc, \;Ate4S ,. i7tAASNA ,,y Phone: (442,1 ) 6.40 -A1.5-1 Street Address: (*so ADC, 42, S4, $GJI S42,, K. City State/Zip: N N1+)004. �► QID� 1r Fax #: (i.) 31 - -("re 4 0 Metro Engineer: k� isw.t1A - �et,.�r s Phone: ( ) C0" it. 4t Street Address: , City State/Zip: 4430 oc.4 — S4 . Sty Ski. k _ . Fax #: ( ) Swvw6 _� � Contact Person: 1v�r� M• More Phone: (q )'4S 1 ' fsc�K3 Street Address: 450 •• II 04'm Ave t`1E S t. iD9 City 5tate/Zip: Fax #: (MC.S) 451 - (.31 n MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): X vvs4• l,41.Wels.., e C Ar..4mt+►w1`y ow eloskitA Sea,41.14 U 4y L4, ' 4,sLS %wow. 3 stgr. s 3. wwkeywuks, Pe., s•gl+ir 6 4.4.A+wk o 4 a" , eikAler e e ft..o,j e1/44 y.IS,., . S• 4ttuw ev-• , Will there be storage ge of flammable/combustible hazardous material in the building? ❑ yes 'no of materials anc! store a location on se to 8 1/2 X 11 i i'er Indlcatln tummies & Material Safet Data Sheets MovelIst lJ Above Ground Tanks arr Antennas /Satellite Dishes 1r1 Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Huusin •Replacement only ❑ Parkin Lots ❑ Relainin Wails ❑ Tem fora Facilities PIP Tree Cuttin, 2,J Channullzation /Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Motor /Exempt A ❑ Water Motor /Permanent ti ❑ Water Meter Temp #„� ❑ Miscellaneous UEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Curb cuVAccess/Sidowalk Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 cut cubic yards 0 FIII cubic yards 0 sq. ft.grading/clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Sizes) :, Size(s): Est. quantity: gal ❑ Moving Oversized Load/Hauling Schedule: Mme_ ONTHLY SERVICE BILLINGS TO: Name: N a Phone: Address: City / State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Name: 0 A Address: Phone: City /Sta e/Zip: Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review • Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 9/9/99 miscprni.doc �r• ALL DRAWINGS SI MJ BE AT A LEGIBLE SCALE AND NEATLY DRAWN BUILit PLfirNS'AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ✓ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will he the builder OR submit Form H•4, "Affidavit in Lieu of Contractor Registration ", Building Owner/Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from thu, property owner authorizing the agent to submit this permit application and obtain the permit wil! be repulred as part of this submittal, I 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE. • R A THOME ► AGENT, YJU\SII 'M'PI I( Al ION AND RT(. t)IRII) ( III( KI ISIS IOK Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gatIons and a ratio of height to diameter or width which exceeds 2:1 PERMIT RIVIIW Submit checklist No: M -9 Signature; 1���/ • Antennas /Satellite Dishes Submit checklist No: M -1 ci Bulkhead /Dock Submit checklist. No: M -10 ❑ Commercial Reroof Submit checklist No: M -6 ❑ Demolition Submit checklist No: M -3 in Fences - Over 6 feet in Height Submit checklist No: M -9 ❑ Land Altering/Grading/Preloads Submit checklist No: M -2 in 4 Miscellaneous Public Works Permits Submit checklist No: H -9 © Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No M -5 ❑ Moving Oversized Load/Hauling ,.. ;i,.• Submit checklist No: M -5 ❑ Parking Lots ,` 1 . Submit checklist No: M-4 ❑ Retaining Walls - Over 4 feet in height Submit checklist No: M -1 Temporary Facilities Submit checklist No: M -7 Tree Cutting Submit checklist No: M -2 ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will he the builder OR submit Form H•4, "Affidavit in Lieu of Contractor Registration ", Building Owner/Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from thu, property owner authorizing the agent to submit this permit application and obtain the permit wil! be repulred as part of this submittal, I 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE. • R A THOME ► AGENT, �? Date: 7 124 do Signature; 1���/ • Print name: mew,k4. M. I.vrzt� �, Phone: ( 1 ifs'( 4b' 3 Fax N: t yls)y457,440 Address; 45.0 - itot't' *ua t 1 ,City /State/Zi); 1tlkewur" , rtA 9 y wv ,, 41 ml+cent duc ,ArtA t • **f k.*.*4*A:* *44** * *att *O. *4044** * ** f111.0 A4 * A.*• a4 * *sl *4.A4� *Ad44 *hA*aA * *Aik CIITY 01' :TUK It1:A, WA VT1.�,.. 1 ". l•f?ANSMIT 14* ** **A4W!k kk k **A *r4414ti 41A4*44 A•k •!b4 i• *s ** * *14 4 * 44 44 *fir ** * *44 *A *•444* TRANSMIT Number: R9 0003E12 12 Amount; s 1.41.7r# i' / 30/00 1h2 5 Payment Methods CHECK Notttr ons 4WC97 WIlC1 1!s 9 Twits 1.13 *2 44 ar.Ir Nom. w,Mw. .,'s 4 * *, rr'.. s i. t• 04 ., -1 +'K *444 *4.114. s 4 40rr'.044 -9*0 411. ._am aff. afa ■+s: /111 014 .. .r.++i t{ +10. a' M «.. 'Permit Nos AI2OOO-i7:3 Typos 14YSCN1t M 141 3C1tI,LANi;OISA PERMIT Parctl Nos 042304-9130 Lertnb ions $ 112 131 t!. T UKWILA :(Ptf'1. 01. Total rveus 1,05.96 `rhlq P 4ymant 141.75 `total fA1.t. Pistils 1,055.91. 4 Balance: .00 t4*d *41 * *4* *** 44 *+ k* i4* 4*** A*** A* 4*** 4*A4AbsiA4A4+4 + *,A*fAA *s4 * * ***A* Account= Coda 0eac,rf i pt ion Amount 000/322.100 BUILDING 1. R1:5 1+37.25 000/306.904 STATE UUJ U)XNU SURCHARGE 4. ,* 1 a. s. { 1 { 1 f. 11 + i .. , Nt r • 1. II • t.. t r 1 1 Y a. M Mt f • a .0 11 t m. •, c. + 1 ). {. , f t. N .1 { ?7l+Tt,'T'i�rj� "�!.'" :f**�+±./�.*i�PI : " "' •+I;:yia1�� 41.44k *A4k 'k# *** * # *kA * tkk*4*kA * *4 * * *** .■* *A44.4,4 AAA **A*At* It.Y bf': Tt!k xl.Ay IA '" TRANSMIT' ts� * ** �4kat•� *ass �► *A *�A -t** * *a'f4****(A A �r�►*:� ***AAkkA4 ��� •�, A A4 I pl4M$MX't Pt«n;titrr R911043 2 Amount: 500.00 10/W /00 11125 P ytactnt Mg thud a I:N), C K : Natn t i un, AWLS . W Itt CI Lf31 X n i t a '(.8 •t. rt ! It Yf 4, rt p r, •ft rt rt rt r •, rt aW .t t., rt At :•! I, r 1• Mt, .t /! •., a• .*. r! I! .i i♦ I� •. r I..H .,u p .Y x . J: •e ,: s, ., •, k t. p •, * •, tt w:' .. 4- Permit No MI2000-173 Type: 4I8CPLItl MYSt;1i1LAtll'DU& PERMIT Par c*, No; 042D04"9130 Locution: B 112 ST A rUKWILA INT'L of Total ra'Mtli, L,o ;!.•3c `fhio Payment; 500.00 Total ALL (Pots: 914.21 UAlanr'wt 1.111.75 k ** *A4 *4 *t4 ***A** *$444 ***+4 ** *4*4h * *444 *A*AA*0A00.4* *4.* k *AAkA *AA Arc,Foiitht Cado t3ottr i pt; i urn Flptbtti'1t 000/322.100 UUrL DzN1 RCS 500„00 1101•0, iiw.'.''4 f.•M,.. 114.1 ,0..1 i•,F .t .,,•.., W-0t.. 0, N. r• y.,. W r, r 1,W•:it 1, .♦ •, ri ., A.p 0,'0 W -1: I. .R., i..• to101 . .. .., No M 4 Ahk *kf *kAAAAAAA4h4 A ** *A4*4A, AAN 44M 4atk4AhA *k # *4“t•1!1s4kkiM#.VA44U c tv . OF 1°t;kwJ ui. WA M T 2.000ft% rl 't P ��Pff;i'fY'1` 54i4kt4:AkkA- 4A,khh #44, i4, #,4A # .1ko4k*OthkAkh,khk /4:i 4 �+ AkhhA#tri,AA'4)h''41,4A*A.44A 1R ►NtMIT t1tithvar4 ::P +1+:44:126 Amoonts 494:,21 07/20/00 16127 I4 a t h a d x (M is` is g 91 o t a t i o J t e 118 10.94 W Y ft 1 1.1•: t !1 :tints 14 612 M 04 ,. w' •i N or aw 4i M h M M 4, iY M •. •s •4 Aft i• a. ,r 44 i:. •• w { W 4. • 4 M 4• N N• al i.i •e 4s N 4, 4: • • N 44 s ••i 44 t. f •a S. ■ y .4 f 1 •• ■+ 40 M. :T rt'it• No: AI20 Oi'}i:r3 Typos i419t1;P4RM 1419(.Y1.i,Ai11;O11R P1zRt4Xr ` 'T0'200 Nol O42 O4�91 U tiut.iftt iun 9 11;2:13T:1 PACIFIC; 14Y H • I ., te f re/Ike: L 4 04 . 914 rhi!t. 'N :ty000 414,2L Total ALL Pmtss 41 . (i o f it h c e, 6 ,41. l R4 k+44M:1kkaAAAA *AA404*hhAhAAAA* AAkkAA* AAAAhk *4044AAA{4,i{A1.htA441,0**A4* 41i«s ;0LIY%t trade Cllt+t,Ct'ipt;ir,ri 41rntittrt1° J00/345.930 .; PLAN t;f #f; t; 1c „ I1LE3 414.21 W - •1 44•. • ,i 14 - 4, w 4 Y- M N f. M et 44 in w..4 14 44 d 44.14 4. ,i Y 44 44 M 44 4 . 44 F M 44 M K N 44 44 4 i 44 *4 .b M • 4 - •, 4. 1 4s pi f ***4' 14 11 04 M 44 «- MEMORANDUM TO: Brenda Holt FROM: Minnie Dhaliwal Please put the following condition in Sierra: "Antennas must be painted with non - reflective paint to match the existing lattice tower," ' wes : -. a ess = u ng = erm From: Brenda Holt To: IGWT Date: 9/25/01 12:13PM Subject: Re: MI2000 -173 ()west Wireless Building Permit/ SEA 459 The Permit Center has received your request for permit extension for permit MI2000 -173. Your permit was issued on 10 -30 -00 with an expiration date of 4- 28 -01. Per the 1997 UBC - 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 period of 180 days, In checking our records there have not been any inspections conducted on this project, therefore expired on 4- 28.01. In order to begin or proceed with you project, you will need to apply and obtain a e0ew permit for the scope of work from the Permit Center. You will need to pay all applicable permit fees for the project (le plan review fee, permit fee, etc). If your protect required any land use approvals, you may want to contact the Planning Division at (206)431 -3670 and inquire as to any renewals or if it is necessary for you to obtain new land use permits for your project. If you have any questions, please contact the Permit Center at (208)431 -3870. Brenda Holt Permit Coordinator City of Tukwila 6300 Southcenter BI, *100 Tukwila, WA 98188 Email: bholt©ci.tukwila.wa.us Phone: (208)431 -3872 Fax: (208)431.3885 »> "IGWT' <norris©igwt.net> 09/19/01 04:15PM »> Dear Brenda and Kathryn, I would like to request an extension of calling for a final inspection for our site. We are still In negotiations with Seattle City Light regarding our lease, As you know, working with public utilities can take a longer than average amount of time to resolve lease issues. I hope that you will grant this request. Norris Bacho CC: Duane Griffin; Kathy Stetson; Stefanie Spencer From: To: Date: Subject: "IGWr <norris @igwt.net> <bholt @citukwila.wa.us >, <kstetson @ci.tukwila.wa.us> 9/19/01 4:15PM MI2000 -173 Qwest Wireless Building Permit/ SEA 459 Dear Brenda and Kathryn, I would like to request an extension of calling fora final inspection for our site. We are still In negotiations with Seattle City Light regarding our lease. As you know, working with public utilities can take a longer than average amount of time to resolve lease issues, I hope that you will grant this request. Norris Bacho CC: "Rebecca Slick" <rislickegwest.com> City of Tukwila St: ve,; .'.:.Mullet, Mayor Department of Community Development St :.'e La-.:aster, Director September 5, 2001 Mr, Mark Lorio 450 110th Ave. NP Bellevue, WA 98004 RE: Permit Status MI2000 -173 Site Address: S. 112th St. & Tukwila International Blvd Dear Mr. Lorio: In reviewing our current permit files, it appears that your permit for installation of antennas on existing tower issued on October 30, 2000, has not received a final inspection as of the date of this letter by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued b :. the building official under the provision of this code shall expire by limitation and become mil and void lithe building or work nuthorized by such permit is not commenced within 180 dads from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time niter the work is commenced for a period of 180 days, Based on the above, ifa final inspection is not called for within ten (10) business days from the data of this letter, the Permit Center will close your file and the work completed to date %%ill be considered non - complying and not in conformance with the Uniform Building Code and Mechanical Code. Please contact the Permit Center at (206) 431.3670 if you wish to schedule a final inspection. Thank you for your cooperation In this matter. Sincerely, Kcc-U'Lu..14L; (( 1 'Jelk.) Kathryn A. Stetson Permit Technician Xc: Permit File No. ,14i2000,1734 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #l00 • Tukwila, Washington 98188 • Phone: 206.43/ -3670 • 206.431.3665 July 28, 2000 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mark Lorio 450 110th Avenue NR, Suit 209 Bellevue, WA 98004 IRE: Letter of Incomplete Application 111 Development Permit Application Number M12000 -173 Seattle City Light Lattice Tower South 112th Street and Tukwila international 81 Dear Mr. Lorio: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 20, 2000 is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Planning Division: Deb Ritter, Assistant Planner, at (206) 431 -3663, if you have any questions regarding the attached. The City requires that four (4) complete ,sets of revised plans be resubmitted with the appropriate revision block. Ifyour revision does not require revised plans but requires additional reports or other documentation, picnso submit four (4) copies of ench document. 1n order to better expedite your resubmittal a 'Revision Sheet' must accompany every resubmittnl. 1 have enclosed ono for your convenience. Revisions roast be male In person and will not be accepted through the mall or by a messenger service, If you have any questions, please contact mo at the Permit Center at (206)431.3672. Brenda Holt Permit Coordinator encl File: Permit File No, M12000.173 (5300 Southcenter Boulevard, Suite #!00 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.43!•366S City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS DATE: July 24, 2000 APPLICANT: U.S. Wireless RE: Seattle City Light Lattice Tower MI2000 -173 ADDRESS: Parcel 042304 -9130 Steven M. Mullet, Mayor Steve Lancaster, Director Please review the following comments listed below and submit your revisions accordingly, If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 - 431 -3663, We are in receipt of your Miscellaneous Permit application, submitted July 20, 2000 as well as your Conditional Use application, submitted on July 19, 2000. . 1/ :1 =• 11 •1 != •1= != =! 1 011, until your Conditional Use application has been_11gproved by the Planning Commission, Please contact Art Pederson, Assistant Planner at 206-431-3684 regarding the status and timing of the Conditional Use application. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 2064131.3670 • Fax: 206.431.3665 1. TOWER DESIGN ANALYSIS SEATTLE CITY LIGHT TOWER TYPE A TOWER DU 0/50 SEA459 CITY OF TUM11.1 APPROVI: OCT 2 5 2000 AS NOILU 71.M■10 Fr7i Folr. MAY 2000 Prepared for: W&H Pacific Prepared by: Commonwealth Associates Inc. Approved by: rE7PIRE8 1/1110 /= mr 000 gap 173u1142 0 20: PERMIT CENTER 11 ;4 t CONTENTS: 4 Summary Tower Loading Calculations Tower Model Tower Analysis (Load Cases 1-3 and Load Case 4) Backup Data: 1. Photos of Tower 2. Antenna Attachment Locations 3. Antenna & Tower Mounted Frames 4. Plan and Profile Drawings 5. Tower Specifications RECMVED CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER TOWER DESIGN ANALYSIS SEATTLE CiTY LIGHT TOWER TYPE Al TOWER DU 0/50 SEA459 SUMMARY INTRODUCTION Commonwealth Associates Inc., (CAI), was contracted by W&H Pacific to analyze a specific type A1 tower (DU 0/50), owned by Seattle City Light, for the purpose of,instailing three Wireless Antenna tower - mounted frames. METHOD CAi checked the tower strength in accordance with ANSI /ASCE 10.90 standard "Design of Latticed Steel Transmission Structures ". The structural analysis was performed on PLS- TOWER version 4.57 computer program. The external loads applied to the structure were established in consultation with Seattle City Light. LOAD CASES The following Toad cases were used in the analysis of the tower: 1. NESC Medium loading, maximum working conductor tension = 14,500 lbs. 2. NESC Extreme wind, 80 mph, Exp. B. 3. Broken conductor, assume any two conductors broken that will result in maximum stress in the tower, the broken conductor tension shall be 9,000 Ibs, (each). The remaining conductors and the tower shall be loaded to NESC Medium conditions. Use the following overload factors: 1.0 for longitudinal loads, 1.0 for transverse wire tension loads, 1.75 for transverse wind load, and 1.25 for vertical Toads. 3.1, Broken Conductor at Top Right and Top Left Supports 3.2. Broken Conductor at Top Right and Middle Right Supports 3.3. Broken Conductor at Middle Right and Middle Left Supports 3.4, Broken Conductor at Bottom Right and Bottom Left Supports 3.5. Broken Conductor at Bottom Right and Middle Right Supports 4. Broken Conductor 3,1 and 3,2 without Antenna and Cables Vertical and transverse Toads were calculated for each attic above cases based on actual wind span, weight span and tower height, in addition to the usual conductor and tower loads, the loads on the antenna appurtenances (including antenna cables) were included. A ' /a' diameter steel shield wire was assumed for analysis as tho actual wire was unknown, ANALYSIS RESULTS Structure Under the first Toad case, NESC Medium, no members were overloaded. Under the second load case, NESC Extreme Wind, no members were overloaded. Under the third Toad case, NESC Medium with broken wire Toads and adjusted OLF's, member 53 was loaded to 154% of its compression capacity. The exceeding of the capacity is primarily due to the difference in assumptions and methods used in the original design of the tower and those used currently. The effective length for buckling was considered to be quartered for each axis originally, whereas presently, the entire length Is considered its effective length for buckling for at least one axis, fau_qd,g.thg The computer printout on page 14/2 1 for the third load case, indicates maximum foundation loads as follows: 1. Uplift 47,0k, 2. Compression 61.5k. The computer printout on page 12/14 for the fourth Toad case, indicates maximum foundation loads as folievarvED 1. Uplift 47.0k (without antenna loads,) CRY OFTUKWILA 2, Compression 60.2k (without antenna loads.) JUL 2 0 2000 4114b...44wgm.041 UN ithwths P,E i,MIT CENTER • • • CAI COMMONWEALTH ASS .A'1ES INC. CALCULATION SHEET CLIENT SHEET Z OF SUBJECT JOB NUMBER CALC. B /DATE 2� • O� CHECKED BY /DATE REV. i l I I I l i 11 MUMENOMMEMIE 1 1 10.01 i EMI ,omlPmmwoll REIREIMMOREMM ! I 111 • �, or i '......... Wt A� M I ± r Ito I I NI IhOr Ai t •_.Ma AB as is • A...... M.aal.aNillik' J♦� I I 111111%110 iltieMMILVAIIIMI " I r A _. N. I rth t ani °‘ IITMIFANM 1111W I C/ 11111fira Villj 77 IMMII. 1 1 apr cal VEr , Ail • , 1:1.7 �I��I�i�:►','�u a + _. _. €--* era........ ' .: �..: i�.. — ,�,:_, ,.__._.. ._L..._.�.. 22 iii ,, " 1••• V ! , VIIIIAN09 HMI 'Tr ' i . ---, — —,•■•■■.• ./1, Fr.,. t 1 • �, ~! t 1 i I ■ _._.. Al .a IV _' j _ � i I • I l L �,p't0 ED 1 1 f 2 d I T f 34 1 I I I i 2000 I I i ; I 1� PERMIT CENTER Structure Load Calculations • Tower DU 0150 Variable Assignment: 900 * Wind Span (feet) 750 * Weight Span (feet) Conductor. 795 kcmll ACM (Mallard) 0,517 * Shield Wire Weight (pound/foot) 0,749 * Shield Wire Weight (+ 1/4" radial ice) ( pound/foot) Shield Wire: 1/2" dia. 7 str. 1,235 * Conductor Weight (pound/foot) 1.887 ' Conductor Weight (+ 1/4" radial Ice) (pound /foot) 0.495 • Shield Wire Diameter (inches) . 0.995 • Shield Wire Diameter (+ 114" radial ice) (inches) 1.14 it Conductor Diameter (inches) 1.64 • Conductor Diameter (+ 1M" radial lee) (inches) 0,00 • Line Angle (degrees) 7139 • Shield Wire Tension (Nest Medium) (pounds) 14500 • Conductor Tension (Nest Medium) (pounds) 18,5 • Extreme Wind (PSF) 5716 • Shield Wire Tension (Nest Extreme Wind) (pounds) 11168 a Conductor Tension (Nest Extreme Wind) (pounds) 425 • Wind Span (feet) • Broken 425 • Weight Span (feet) • Broken Load Case 01 NESC Medium (1997 OLF) 8w COND TOWER V ■ 1.5 • Weight Span • Shield Wire Weight + 1.5 • Shield Wire Hardware Weight • e8e T • 2.5 • Wind Span • Shield Wire Diameter • 1 FT/ 12 IN • 4 PSF + 1.65.2.SIN (Line Angle /2) • Shield Wire Tendon • 748 'V • 1.5 • Weight Span • Conductor Weight + 1.5 • Conductor Insulator Weight • 2065 T * 2.5 • Wind Span • Conductor Diameter • 1 FT/ 12 IN • 4 PSF + 1.65 • 2 SIN (Line Angle/2) • Conductor Tension • 1230 WIND 4 • 2.5 " 3.2 ■ 32 PSF on 2 Faces ■ 16 PSF /FACE DRAG FACTOR • 1.25 DEAD LOAD • DL • 1.5 CABLE V • $.g4, # /ft T L #Ift 11Eai[IVRD CITY OF TUKWILA JUL 2 0 2000 M; tpieUowenclients%u$west1A1 „25141 1 _25.xIa kik 05/22/00 PERMIT CENTER b i f• , JOINT LOAD DUE TO WIND ON CABLES ON LEGS Joint Cable Len s Vertical Transverse 10S 7.05 42 55 11S 7.05 42 55 128 10.73 84 83 13S 12.78 76 99 148 25.55 152 198 JOINT LOAD DUE TO ANTENNA Vertical Transverse 105 399 80 102 427 134 103 427 134 118 399 80 112 427 134 113 427 134 Load Case #2 NESC Extreme Wind 1. TOTAL JOINT LOADS I Joint Vertical Transverse 10S 440 135 102 427 134 103 427 134 11S 440 135 112 427 134 113 427 134 12S 64 83 13S 76 99 14S 152 198 SW V • 1.1 • Weight Span • Shield Wire Weight + 1.1 • Shield Wire Hardware Weight • 480 T • 1.1 • Wind Span • Shield Wire Diameter • 1 FT/ 12 IN • 18.5 PSF + 1.1 •2 • SIN (Line Angle/2) • Shield Wire Tendon • 768 COND V • 1.25 ` Weight Span • Conductor Weight + 1.25 • Conductor Insulator Welght • 1308 T • 1.25 • Wind Span • Conductor Diameter • 1 FT/ 12 IN • 18.5 PSF + 1.25.2 • SIN (Line Angle/2) • Conductor Tension • 1977 TOWER WIND 58.8 • 1.25 • 69.7 PSF on 2 Faces if 34.9 PSF /FACE DRAG FACTOR • 1.25 DEAD LOAD • DL' 1.26 CABLE V• 4.>3 #/ft 1.388 #/ft M:tp1s1lawgrtCliont U5WS5M1,.2541„25.x15 CITYOFOF TUKWILA JUL 2 0 2000 PEAT a t Ref: ASCE Manual 74 p14 Wnd on Conductors: Z, • 116.0 F = Q(Z„ V)2GC,A 0.00256 0.945 (Table 2.4- 1,Exposure B, Z, =.116'- 1/3'(4' +20') _> 108') 80 mph 1.266 (Eqn. 2.5 -1, Z9 = 108', Wind span 900') 1.0 Span x Conductor diameter /12 Wnd on Cables: Z 56.0 F • Q(ZrV)2GC,A► t ", 0.00256 0.745 80 mph 1.555 1.0 Cable Area (Table 2.4-1, Exposure B, Zo • 2/3.56' • 38') (Eqn. 2.5.2, Zo • 62') Wnd on Tower. Z • 115.0 F • Q(ZrV)2GC,A • 14 • V■ Gt • CI • A• 0.00256 0.875 80 mph 1.389 3.2 (Table 2.4-1, Exposure B, Zo • 2/3•115' • 77') (Eqn. 2.8.2, Z9 • 80') (average) Area of one face (sq ft) nd on Ant.& FrameL Z • 58,0 F • Q(ZrV)2GC,A Q= • • GI • C, • A• 0.00256 0,805 80 mph 1.481 1,6 Area of one panel (Table 2,4.1, Exposure B, Z9 IT 58') (Eqn. 2.5.2, Z, a 56') F/A = 25.2 psf 1 M,tp$suowerd(enta1u5westW1„ 25'.a1_25.x1s CITYOFUKWIl,A JUL 2 0 2000 PEMMITER JOINT LOAD DUE TO WIND ON CABLES ON LEGS Joint Cable Len • the Vertical Transverse 1OS 7.05 35 96 11S 7.05 35 96 12S 10.73 53 147 13S 12.78 63 175 14S 25.55 126 349 JOINT LOAD DUE TO ANTENNA Vertical Transverse 10S 330 254 102 349 422 103 349 422 115 330 254 112 349 422 113 349 422 TOTAL JOINT LOADS Vertical Transverse 10S 365 350 102 349 422 103 349 422 11S 365 350 112 349 422 113 349 422 12S 53 147 13S 83 175 14S 126 349 Load Case #3 NESC Medium (Broken Wire Load) SW V • 1.25 • Weight Span ' Shield Wire Weight + 1.25 ' Shield Wire Hardware Weight • 740 T ■ 1.75 • Wind Span • Shield Wire Diameter • 1 FT/ 12 IN • 4 PSF + 1.0 .2 • SIN (Line Angle/2) ' Shield Wire Tension • 522 COND Intact COND Broken TOWER CABLE V • 1,25 • Weight Span • Conductor Weight + 1.25 ' Conductor Insulator Weight • 1713 T • 1,75 • Wind Span • Conductor Diameter' 1 FT/ 12 IN • 4 PSF + 1,0.2 • SIN (Line Angle/2) • Conductor Tension • 881 V • 1,25 • Weight Span • Conductor Weight + 1.25 • Conductor insulator Weight • 1036 T • 1.75' Wind Span • Conductor Diameter' 1 FT/ 12 IN • 4 PSF + 1.0 2 • SIN (Line Angle /2) ' Conductor Tension • 407 L • 1.0 Broken Conductor Tension • 9000 WIND 4 • 1,75 3.2 e 22.4 PSF on 2 Faces • 11,2 PSF /FACE DRAG FACTOR • 1.25 DEAD LOAD • DL' 1.25 V• Lad #/ft T•@ #/ft Wp1s1towerldient*Wswe$M1.,25'a 1 _25,x15 CRY OF T�UKWILA JUL 2 0 2000 klk 05/22/00 PERMIT CENTER i�p • JOINT LOAD DUE TO WIND ON CABLES ON LEGS Cable Len • the Vertical Transverse 10S 7.05 35 27 11S 7,05 35 27 12S 10.73 53 42 13S 12.78 83 50 14S 25.55 126 99 JOINT LOAD DUE TO ANTENNA TOTAL JOINT LOADS 1, Vertical Transverse 10S 330 40 102 349 67 103 349 87 11S 330 40 112 349 87 113 349 87 Vertical Transverse 10S 365 88 102 349 67 103 349 87 118 365 88 112 349 67 113 349 67 12S 53 42 133 83 50 143 126 99 Y OF CITY TUKWILA JUL 2 0 2000 RERNt A t'. ANTENNA & CABLE LOADS Emma Wt. 515 # ea. Area = 10 11 x 2.875 in. x 2 + 7 ft, x 2.375 in. x 3 + 5 ft. x 4,5 In. x 1 = 10.8 sq. ft. each No. of frames = 3 ALIBIEBEigia Wt. Area • 27 # ea. 12 In. x 60 In. = 5 sq. ft. each No. of ant. • 4 No. of ant. on each frame • 2 Antenna t Wt.= Area • 8.2 # ea. 38.9 in. x 6.1 In. = 1.85 sq. ft. each No. of ant.■ 2 No. of ant. on each frame • 2 QMt Wt. • 0.66 # ea. Diameter * 1.55 In, No. of cables • 6 Load Case #1 NESC Heavy (1997 OLF) ANTENNA 2 & 3 V • 1.5 • (Frame Weight + Antenna Weight • # of antenna/frame) i • 864 FRAMES T a 2.5.4 PSF•(Frame Area + (1.6 • # of Antenna/frame • Area of Antenna)) • 268 ANTENNA 1 V • 1,5 • (Frame Weight + Antenna Weight # of antenna/frame) i = 797 FRAMES T = 2.5.4 PSF•(Frame Area + (1.6 • # of Antenna/frame • Area of Antenna)) a 181 CABLES kr9%44 w•vcwu+n )4v+w•r0",— V = 1.5 • Weight of cables • # of cables • 6.84 T = 2.5.4 PSF• # of cables ` Diameter of cables * 1ft/12 In = 7,8 CITY O°F TUKW LA JUL 2 0 2000 PERMIT CENTER t Load Case #2 Extreme Wind ANTENNA 2 & 3 V = 1.25`Frame Weight + Antenna Weight • # of antenna/frame = 698 FRAMES T = 1.25.25.2 PSF•(Frame Area + (1.6 • # of Antenna/frame•Area of Antenna)) =845 ANTENNA 1 V = 1,25•Frame Weight +,Antenna Weight • # of antenna/frame a = 660 FRAMES 1' = 125'25.2 PSF•(Frame Area + (1.6 # of Antenna /frame•Area of Antenna)) = 507 CABLES V = 1,25•Weight of cables • # of cables • 4,95 T = 1,25.14,1 PSF• # of cables • Diameter of cables • 1ft/12 in = 13.7 Load Cue #3 NESC Medium (Broken Wire Load) ANTENNA 2 a 3 a FRAMES V a 1.25•Frame Weight + Antenna Weight • # of antenna/frame = 698 T a 1.25.4 PSF•(Frame Area + (1.8 • # of Antenna/frame • Area of Antenna)) ▪ 134 ANTENNA 1 V = 1.25•Frame Weight + Antenna Weight • # of antenna/frame a = 660 FRAMES T = 1.28'4 PSF'(Frame Area + (1.8 • # of Antenna/frame • Area of Antenna)) • 80 CABLES V = 1,25'Weight of cables • # of cables • 4,95 T = 1,25•4 PSF• # of cables • Diameter of cables • 1ft/12 In =3,9 RECEIVED MY OF TUKWILA JUL 2 0 2000 PERMIT CENTER Jr `` ecuu.ur•. uu[ �.uY•+t�•N1 1JCMIKLUAlbA 6M4 NNLJ 'L'Y.LVbiUC! L/M1M' Conductor ream .1497 Sq. In Diaa t. ate from Chart No. 1 -1245 English Units Shield Wire Nominal Diameter =1/ 2 t Cana i'seep is Desi -.Temp F 15. 32. 60. 0. 15. 30. 60. 90. L20. 1000.0 Feet NOT a Factor gn points Ice Wind In Psf .25 4.00 .25 .00 .00 13.40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 * Design Condition 7 Strand Steel HS .495 In Wtm .517 Lb /F RTSm 18800 Lb NESC Medium Load Zone Final It Weight Sag Tension Lb /F Lb /F Ft Lb .20 1.019 17.87 '7139. .00 .749 15.69 5972. .00 .757 16.78 5645. .00 .517 11.55 5602. .00 .517 12.07 5359. .00 .517 12.61 5128. .00 .517 13.76 4700.* .00 .517 14.98 4319. .00 .517 16.24 3985. Initial Sag Tension Ft Lb 17.87 7139. 15.53 6033. 16.57 5716. 11.35 5699. 11.83 5466. 12.34 5242. 13.41 4824. 14.55 4447. 15.74 4111. RIONIVID CRY OF TUKWILA JUL 202OAp PERO T CENTER ...;.eia.uraaw.uYw �.v.iw�Aa�i yr nw•a�aua4 4% dAV Mary 1C.�yGfi Al LMLt1 ,sscL - Tower DU 0/50 Conductor •"onductor MALLARD 1 ` '...rear .7669 Sq. In Data from Chart No. 1 -757 i ► °nglish Units I-pan= 1000.0 Feet Creep IS a Factor Design Points Temp Ice Wind F In Psi' 15. .25 4.00 32. .25 .00 60. .00 13.40 0. .00 .00 15. .00 .00 30. .00 .00 60. .00 .00 90. .00 .00 120. .00 .00 .167. .00 .00 212. .00 .00 Design Condition 795.0 Rcmil Diar 1.140 In 30/19 Stranding ACSR Wt= 1.235 Lb /F RTSa 38400 Lb NESC Medium Load Zone Final 1C Weight Sag Tension Lb /F Lb /F Ft Lb' .20 1.955 18.78 13038. .00 1.667 18.41 11340. .00 1.774 20.50 10839. .00 1.235 14.17 10908. .00 1.235 15.07 10258. .00 1.235 16.00 9664. .00 1.235 17.91 8635. .00 1.235 19.85 7794. .00 1.235 21.01 7366. .00 1.235 22.50 6881. .00 1.235 23.94 6467. Initial, Sag Tension Ft Lb 16.88 14500.* 15.82 13192. 17.52 12678. 11.80 13095. 12.31 12555. 12.84 12031. 14.00 11040. 15.25 10133. 16.59 9317. 18.81 8224. 20.98 7375. R CITY OF RVKWILA JUL 2 0 2000 PERMIT CENTER Tower Model RECIIVID CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER CA/ COMMONWEALTH ASSOCIATES INC. CALCULATION SHEET CLIENT SHEET OF SUBJECT 'rowEc�.0 o 5p JOB NUMBER CALC. BY /DATE -A- V..1 -14. 5/2S/00 CHECKED BY /DATE REV. 5,81 i5 33 7' 5s' 74 0, 7' i.9 10 4t1, (z CGCM A- A -24 IiLZ� B•0 CT AAA C•c 2L .2a 42 / a"Q I-7 $.2" _..7r 4Io WY OF TUKWII -A JUL 2 0 2000 PtT cFU7Fp AI k et F CA COMMONWEALTH ASSC.,ATES INC. CALCULATION SHEET CLIENT SHEET OF SUBJECT JOB NUMBER CALC. 8 /DATE 5 .6,4! a, Fit 2Q 00 CHECKED BY /DATE REV. • t. Y� Y M. .. .x .a a »vP .b..x ..,►Z•.3 Z5' 411117•1111. P• 5 / 112; ■ IIMT tc yQf.. 112.. �� I \__' .�. ' \_ tom 1 1 CIYYpOFT u JOL20200a _. 1 § 1 e • 1. Tower Analysis 0. 10011 0.0 ',wit' a a. , • 1,110111V110_ MY OF TuicIWIA JUL 2 0 2000 PERMIT emu „ • , r • TOWER ANALYSIS AND DESIGN (C) 1995-1995, POWER LANE SYSTEMS, INC. ANALYSIS IDENTIFICATION NOTES 1 DATE AND TIME PROGRAM VERSION: LICENSED TO: Suspension Tower Type A with 25 Leg extension SCL Tower DU 0/50 402:36 PM Wednesday, May 31, 2000 TOWER Version 4,57 Commonwealth Asaociates, Inc. •.10 Design code ,ASCE-10,, •.0• ROMANIA* ANALYSIS PERFORMED: fTERA.1000, PMAXSA0.0224009 (ibi), ASC0RM40.0695219 (lbs/ft). DASATa60521.9 (lbs/ft), PWITER+1 . CLAMPS PROPERTIES CLAMP ATT. HOLDING NO. LABEL CAPACITY (LOS) 1 1SP 2 16P 3 16X 4 1P 9 17X 6 16P 7 16X 6 loa 9 102 10 101 11 111 12 112 12 112 14 125 : IS 125 • 36 141 t 4, 1 lit 3.00 2 11 3.00 3 12 .3.00 4 13 .3.00 5 OP 3.00 6 $1 3.00 7 03 .3.00 $ 03 .3.00 # 14P 0.00 10 14X 0.00 31 17P 0.00 12 17X 0.00 13 tOP 0,00 14 16X 0.00 15 235 13.14 14 221 33.10 17 232 -33.16 10 233 -13.16 19 15P 0.00 20 28 3.00 21 21 3.00 22 22 .3.00 23 23 -3.00 •If ATT NO. PLO-CADD ATT. LABEL 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 DIRECT LINK DEFINITIONS 1N1IN. INT PKAOK AST TYPE NO. NO. DISCAPTION SIC END 1 ISP 2 14P 3 16X 4 17P $ 17X 6 1110 7 1$X I 105 9 103 10 103 11 111 12 112 13 113 14 125 li 135 16 145 c c c c c c *so JOINT DATA JT. JT. NO, LASIL X.COORD. (10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y-COORD. (IC) E.COORD. X.DIR YmDIR S=DI* *ROT Y.ROT 2.R0T MASTER (ft) 3.00 .3,00 .3,00 3.00 3.00 .3.00 .3.00 3.00 13.67 .13.47 17.17 -17.17 13.67 -13.47 13.16 .1).14 43.16 13,14 0.00 3.00 -3.00 -3.00 3.00 90.00 10,00 90.00 20.00 43.20 43.20 43,20 43.20 04.20 04.20 47.20 47.20 50.20 50,30 .25,00 -2540 .25.00 -25.00 95.47 64.20 04.20 04.20 04.20 Commonwealth Associates, Inc. 110 11 14 11 It to • • rixio FIXED rzxgo FIXED , • • • FIXED FIXED FIXED FIXED FiXiD FIXED FIXED FIXED RECIINED CITY OFPivrml, Jul 2 0 2000 tie 24 39 3.00 3.00 78,40 0 25 31 3.00 -3,00 78.40 0 26 32 -3,00 -3.00 18.40 tl 27 33 -3.00 3,00 78.40 • • • • • • . • . 0 28 45 3.00 3.00 72.90 0 29 41 3.00 -3.00 72.90 . • • • • • • • O 30 42 -3.00 -3.00 72.90 , 0 1 31 43 -3.00 3.00 72,90 0 32 SS 3.00 3.00 67.20 0 33 Si 3.00 -3.00 67,20 • 0 34 52 -3.00 -3.00 67.20 0 35 Si •3.00 3.00 67.20 . • • 0 36 68 3.00 3.00 61,40 • . . . is . . r, . . 0 37 61 3.00 -3.00 61.40 . • . , . . . . • • 0 38 62 -3.00 -3.00 61.40 . • • • • • 0 39 63 •3.00 3.00 61.40 0 40 79 3.00 2.00 55.90 0 41 71 3.00 -3.00 45.90 , • , , • • • , 0 42 72 •3.00 -3,00 55.90 • • . • • . , • 0 43 73 .3.00 3.00 55.90 . , . , . • . . 0 44 89 3.00 3.00 S0.20 , . , , . • • • 0 45 81 3.00 •3.00 S0.20 , . . • . • . . • • 0 3 46 e2 -3.00 -3,00 50.20 . 0 47 83 -3.00 3.00 50.20 . 0 48 109 3.96 3.96 36.80 , • • , • • . • • , • • • 0 • 49 101 3.96 •3.96 36.80 . . • . . . • . . • . • 0 SO 102 -3.96 -3.96 36.80 , 0 51 103 •3.96 3.96 36,80 • • 0 S2 119 4.99 4.99 29.90 . • 0 53 111 4.99 •4,99 29.90 . 0 54 112 •4.99 •4.99 29.90 . , • . • • • • • • . . . 0 SS 113 •4.99 4.99 29.90 . . . • . , . . . . . . 0 Sf 129 6.02 6.02 23.00 . • • • • • • . • • • . 0 57 121 1.02 •6.02 23.00 . • . • . • • . • . • . 0 •6.02 23.00 . • . Al . • • • • • • • 0 Se 122 -6.01 59 123 •6.02 6.02 23.00 0 60 131 7.5e 7.s6 s2.S0 . 0 fi 131 7.3E .7.5e 12.50 0 62 132 .7.58 •7.ee 12.50 0 ' 63 133 •7,55 7.56 13.50 . • . . . • . • • • • 0 84 141 9.45 9.45 0.00 0 15 141 9.4S -9.45 0.00 • • • . 1 • • • • • 0 64 142 •9.45 -9.45 0.00 0 67 143 -9.45 9.45 0.00 . . . . . . . . . . 0 6e 191 6.02 0.00 23.00 0 69 19Y .6.02 0.00 23.00 0 70 201 0.00 5,02 23.00 0 71 20X 0.00 •f .02 23.00 • . 0 72 911 9.45 0.00 0.00 . . . . • 1 , . • • • • • 0 73 21Y •9.45 0.00 0.00 . , • , • . • • • • • 1 0 74 120 0.00 9.45 0,00 0 75 22x 0.00 •9.45 0.00 .. 0 76 241 '1.15 0.00 12.10 0 77 24Y •7.56 0.00 12,10 0 75 251 0.00 7,11 12.50 • • 0 75 2SX 0.00 •7.55 12.50 . • • . • • • • . • 0 ••• MATERIAL DATA MAT MAT TYPE O$SCRIPT. MODULUS YIELD ULTIMATE MAT SLAY. STRESS STRUT DENSITY (kit) (k81) (Kai) (pat) 7 A7 ••• CONNECTION PROPSRTISS BOLT BOLT ,TYPE DISCRIPT. 29000.0 33.000 34.667 490.0 SOLT HOLE SHEAR DIAMETER DIAM, CAP. lin) (in) (kip) 19 5/5 A7.45T 0.4250 0.4575 7.983 ••• GROUP (OR MARK) ANGLE MSNORR PROPSRTISS ORQUP ANO• LONO SHORT L.AbVL DSSC. TYP LSO LID l t THICK. (in) WEIGHT (1bu /tt) liARR RADII OF GYRATION NAT STRUM) BOLTS B/T RX RY R8 TYP VCR TY NO HOLES T C (in) (in) (in) (Ma) 1 LEO SAS 3,50 X 3,50 X 0.2500 5.80 1.69 11.50 1,090 1.090 0.694 7 33.00 12 6 2,000 8 2 LEO SAE 3.50 X 3.50 X 0.2500 5,80 1.69 11.50 1,090 1.090 0.494 7 33,00 12 4 2.000 8 3 LEO SAE 3,50 X 3,50 X 0.2500 5.80 1.69 11.50 1.090 1,090 0.694 7 33.00 12 6 2.000 8 4 LEO SAE 3.50 X 3,50 X 0,2500 5.80 1.69 11,50 1,090 1.090 0.694 7 33.00 12 6 2,000 8 5 LEO SAE 5.00 X 5,00 X 0,3125 /0.30 3.03 13.40 1.570 1,570 0.994 7 33,00 12 14 3.200 8 6 LEO SAE 5.00 X 5.00 X 0.3125 10.30 3.03 13,40 1.570 1.570 0.994 7 33.00 12 14 3.200 8 7 LEO SAE 5.00 X 5,00 X 0,3125 10.30 3.03 13.40 1,570 1.570 0,994 7 33.00 12 14 3.200 8 8 LSO SAE 5.00 X 5,00 X 0.3125 10.30 3.03 13.40 1.570 1.570 0,994 7 33.00 12 14 3.200 8 9 LEO SAS 5.00 X 5,00 X 0.4375 14.30 4.18 9,29 1.550 1.550 0.986 7 33.00 12 14 3,500 8 10 LEO SAE 5.00 X 5.00 X 0.4375 14,30 4.18 9.29 1.550 1.550 0.986 7 33.00 12 14 3.500 8 ,.,nmonwea1th Associates, Inc. Page 2/21 MOW CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 29 30 11 32 33 34 16 37 38 39 40 41 42 43 44 45 41 47 41 50 52 53 14 35 LEO SAS LEO SAS LEO SAE LEO SAE X8R SAS X8R SAE x9R SAS OR SAE X8R SAS OR SAS X8R SAS X8R SAU OR SAU OR SAS OR SAS KOR SAU TOP SAS TIS SAS TIE SAS OR SAS OR OAR X8R SAS ARM SAU ARM SAU AXOR SAs ARM SAS ARM BAs AXOR SAS AAM BAU AAM SAU AXOR BAs AIR BAU AOR *AU OR EAU 1DJO SAX HMO SAE HAG SAE KOR SAU HOR SAX NOR SAX LEO BAS KDR BAU PEAK SAE NOR SAE 5,00 X S.00 X 6.00 X 5.00 X 2.00 X 2.00 X 2.00 X 2.00 X 2.50 X 2.60 X 2.50 X 3.50 X 3.50 X 3.00 X 3.00 X 3.50 X 2.00 X 1.75 X 1.75 X 2.60 X 1.75 X 1.76 X 3.50 X 3.50 X 1.75 X 3.50 X 1.S0 X 1.75 X 3.60 X 3.50 X 1,75 X 3.00 X 3,00 X 3.00 X 2.00 X 2.00 X 2.00 X 3.50 X 2.00 X 3.00 X 5,00 X 3.30 X 2.50 X 2.10 X 5.00 5.00 5.00 5.00 2.00 2.00 2.00 2.00 2.50 2.50 2.50 3.00 3.00 3.00 3.00 3.00 2.00 1.76 1.75 2.50 0.00 1,75 2.60 2,50 1.76 3.60 1,50 1.75 2.50 2.60 1.75 2.00 2,00 2.00 2.00 2.00 2.00 3.00 2,00 3.00 5,00 3.00 2,30 2,50 X 0.4375 X 0.4376 X 0.4375 X 0.1750 X 0.1975 X 0.1875 x 0.1975 X 0.1975 X 0.2500 X 0.2500 X 0.2500 X 0.2600 x 0.1975 X 0.1975 x 0.2500 X 0.1976 X 0.1975 X 0.1975 X 0.1975 X 0.1875 X 0.1875 X 0.1876 X 0.2500 X 0.2500 X 0.1875 X 0.2500 X 0.2500 X 0.1875 X 0.2500 X 0.2500 X 0.1875 X 0.1975 X 0.1875 X 0.1876 X 0.1875 X 0,1179 X 0.1875 X 0.1174 X 0.1875 X 0.1875 X 0.4375 X 0.2300 X 0,2500 X 0.1173 14.30 14.30 14.30 12.30 2.44 2.44 2.44 2.44 4.10 4.10 4.10 6.40 4.04 3,71 4.90 4.04 2,44 2.12 2.12 3.07 1.12 2.12 4,90 4.90 2.12 S.80 5,00 2,12 4.90 4,90 2.12 3,07 3.07 3.07 2.44 2.44 2.44 4.04 2,44 3.71 14,30 5.40 4,10 3.07 4.19 4.19 4.18 3.61 0.71 0.71 0.71 0.71 1.19 1.19 1,19 1.56 1.19 1.09 1.44 1.19 0.71 0.62 0.62 0,90 0.33 0.62 1.44 1.44 0,62 1.69 1.69 0.92 1.44 1.44 0.62 0.90 0.90 0.90 0.11 0.71 0.71 1.19 0.71 1.09 4.18 1.34 1.19 0.90 9.29 9.29 9.29 11.00 9.00 9.00 9.00 9.00 1.76 7.75 7.76 11,25 ,15.33 13,33 9.15 15.31 9.00 6.00 6,00 10.67 9.11 6.00 11,25 11.25 6.00 11.50 11.50 6.00 11.26 11.25 6.00 13.11 13.33 13.31 8.00 8.00 8,00 15,33 1,00 13.33 9.29 11.25 7,74 10,07 ... DETAILED (INDIVIDUAL) MEMBER DATA • PRIMPED CAPACITIES DO NOT INCLUDE 1.560 1.550 1.560 1.560 0.617 0.617 0.617 0.617 0.769 0.769 0.769 1.110 1.120 0.939 0,910 1.120 0.617 0.637 0.637 0.778 0,064 0.637 1,120 1.120 0,517 1.090 1.090 0,517 1.120 1.120 0.637 0.966 0.946 0.964 0.617 0.617 0.617 1.120 0,417 0.939 1.550 1,110 0.719 0.774 1.550 1.550 1.560 1.560 0.617 0.617 0.617 0.617 0.769 0.769 0.769 0,914 0.910 0.939 0.930 0.910 0.617 0.637 0.537 0.778 0,064 0.617 0.735 0.735 0,537 1.090 1.090 0.537 0.734 0,715 0,637 0.593 0.593 0,683 0.617 0.617 0.817 0.910 0.4.7 0.939 1,550 0.914 0.719 0,778 0.996 0.996 0.996 0.990 0.394 0.394 0.394 0.394 0.491 0.491 0.491 0.631 0.630 0.596 0.592 0.630 0.394 0.341 0.343 0.496 0.064 0.343 0.544 0.544 0.343 0.694 0.694 0.143 0,544 0.544 0,343 0.439 0.439 0.439 0.394 0.394 0.394 0.610 0.394 0.994 0.914 0.131 0.491 0.405 7 33.00 7 33,00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33,00 7 33.00 7 33.00 7 33.00 7 30.75 7 33.00 7 33,00 7 30.95 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33,00 7 33.00 7 33.00 7 33.00 7 33,00 7 33.00 7 33,00 7 33.00 7 33.00 7 33,00 7 33.00 7 33.00 7 30.73 7 33.00 7 33.00 7 33,00 7 33,00 7 33.00 7 33.00 12 14 3,500 O 12 14 3.600 O ,12 14 3.500 O 12 16 3.500 8 12 2 1.500 12 2 1.500 12 2 1.500 12 2 1.500 12 3 1,000 12 3 1,000 12 3 1.000 12 6 1.000 L 12 4 2.000 L 12 3 1.000 12 3 1.000 12 3 1.000 9 12 2 1.000 12 2 1.000 12 2 1.000 12 2 1.000 12 1 1,000 T 12 1 1.000 12 3 1.000 O L 12 1 1,000 O L 12 2 1.000 12 4 1.000 B 12 4 1,000 8 12 2 1.000 12 3 1.000 O L 12 3 1.000 0 L 12 2 1.000 12 2 1.000 L 12 2 1.000 L 12 2 1.000 12 2 1.000 T L 12 3 1,000 T 12 2 1.000 T 12 2 1.000 B 12 2 1.000 0 12 2 1.000 0 12 14 3.500 0 12 2 1.000 B 12 4 2.000 0 12 2 1.000 0 XIA ALLOWABLE 511E55 INCREASE POR WIND LOAD CASKS CROUP GROUP LONG ONORT MENDER INCIDENCE MAX CAPACITY ECC RED DRACINO RATIOS DLEND, RATIOS LABEL DEBC. LEG LEO THICK. PY NO JO JX LENGTH COMP TENS COD COD X41 Y.Y t•2 L /RX L /RY L /RS WARNINGS (in) (inl (in) (ksil (Eel (kips) Ikipsl 1 LEO 3.10 X 3.10 X 0.2300 13 1 1P 25 2 11 at 3 12 22 4 13 23 2 1.10 3.10 X 3.50 X 0.2100 33 5 2S 35 4 32 1 23 33 3 LEO 3.10 X 3.10 X 0.2500 33 3 35 45 10 31 41 11 )2 42 12 33 43 4 LEO 3.10 X 1.30 X 0.2500 33 13 45 55 14 41 11 11 42 32 If 45 13 1 LEO 5.00 X 1.00 K 0.3121 33 17 59 40 15 51 41 19 12 42 20 13 43 f 1.E0 1.00 X 1.00 X 0,3125 33 21 49 74 22 41 71 23 62 72 7 LEO 5.00 X 5.00 X 0.3125 33 25 74 45 26 71 11 27 72 42 24 73 43 0 Lt:O 5.00 X 5.00 X 0.3125 33 29 45 9P 30 41 91 31 42 92 32 43 93 9 L60 5.00 X 5.40 X 0.4375 33 13 9P 105 34 91 101 35 92 102 36 93 103 10 LEO 5.00 X 5.00 X 0.4375 33 37 109 113 34 101 111 ,.mmonwealth Associates, Inc. 1.4 1,6 5.4 1.8 3,1 8.4 3.i 3.1 3.5 1,5 5.5 5.5 1,7 1.7 5.7 1,7 3.8 1.9 1.1 1.4 5,5 5.5 1,5 5.5 3.7 5,7 5.7 5,7 7,0 7.0 7,0 7,0 6.5 6.5 6.5 6.5 7,1 7.1 39.40 39.40 39,10 39.40 39.40 39.40 39.40 39.60 41.2) 41.2) 41,23 41.23 40,11 40.11 40.15 40.11 15.44 11.44 45,44 05.46 47.24 47,24 47.38 17,21 46.34 46.34 46.34 46.34 94.04 94,44 94.44 94,44 111.75 111,75 111,75 111.75 108.65 100.65 44.43 44.43 44.43 44.43 44.43 44.43 44,43 44.43 44.43 44,43 44,43 44,43 44,43 44.43 44.43 44,43 77,30 77,30 77,30 77.30 77.30 77.30 77,30 77.30 77.30 77,30 77,30 77.30 77,30 77.30 77,30 77.30 103.20 103.20 103.20 103.20 103.20 103.20 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 3 3 3 3 3 3 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 0.50 0.50 0,50 0.50 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 0.50 0.50 1,00 1.40 1,00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 0.50 0,50 0,50 0.50 1.00 1.00 1.00 1.00 1.00 1,00 44 14 100 44 64 100 64 44 100 44 44 100 44 14 100 44 14 100 44 44 100 44 44 100 41 41 93 41 41 35 41 41 93 61 61 91 4) 43 99 6) 43 99 4) 43 99 43 43 99 44 44 70 44 44 70 44 44 70 44 44 70 42 42 44 42 42 46 42 42 46 42 42 44 44 44 49 44 44 69 44 44 49 44 44 69 27 27 42 :7 27 42 27 27 42 27 27 42 51 51 40 51 51 40 51 51 80 51 51 00 55 55 46 55 55 06 Page 3/21 RECEIVED CITY of TUKWILA AL L 2 0 2000 PERMIT CENTER 1§ ti 39 102 112 40 103 113 11 LEO 5.00 X 5.00 X 0.4375 33 41 11S 12S 42 111 121 43 112 122 44 113 123 12 LEO 5.00 X 5.00 X 0.4375 33 45 12S 13S I 46 121 131 1 47 122 132 1 48 123 133 1 13 LEO 5.00 X 5,00 X 0.4375 33 49 138 14S 1 50 131 141 1 Si 132 142 1 52 133 143 1 15 XflR 2.00 X 2.00 X 0.1875 33 Si 1P 21 S4 11 2S SS 12 23 56 13 22 S7 iP 23 58 11 22 49 12 21 60 13 2S 16 XIR 2.00 X 2.00 X 0.1875 33 61 28 31 62 21 3S 63 22 33 64 23 32 65 28 33 68 21 32 67 22 31 68 23 38 17 XOR 2.00 X 2.00 X 0.1874 33 69 38 41 70 31 48 71 32 43 72 33 42 73 3S 43 74 31 42 74 32 41 78 33 48 10 XOR 2.00 X 2.00 X 0.1874 33 77 48 51 41 58 79 42 43 80 43 52 11 48 53 32 41 12 13 42 51 14 43 50 13 XOR 3.10 X 3.10 X 0.2500 33 55 58 61 16 SI 6/1 17 62 63 11 13 42 30 i1 42 91 12 41 92 13 611 20 %OR 3.50 X 3.10 X 0.2100 33 93 48 71 94 11 71 93 42 73 94 63 72 97 41 73 18 41 72 99 42 71 100 43 70 21 XOR 2.10 X 2.10 X 0.3300 33 101 78 11 103 71 18 103 72 83 104 73 83 101 78 83 104 71 83 107 73 IL 108 73 18 22 %OR 3.10 X 3.00 X 0.2300 33 109 18 91 110 42 93 113 13 92 113 18 93 114 81 92 115 12 91 116 83 9P 2J X8R 3.50 X 3.00 X 0,1075 33 117 98 101 118 91 108 119 92 103 120 93 102 121 9P 103 122 91 102 123 92 101 124 93 108 24 %9R 3.00 X 3.00 X 0,1875 33 125 108 111 1 126 101 11S 1 127 102 117 1 .,mmonwealth Associates, Inc, .1 .1 .1 .1 .1 .7 .7 .7 .7 .0 .8 .8 .8 .3 .3 .3 .3 .3 .3 .3 .3 ,3 ,3 .3 .3 .3 .3 .3 .3 .1 .1 .1 .1 .1 .i .1 .3 .3 .3 .3 .i ,3 .3 .i .3 .3 .3 .3 .3 .3 .3 .3 .1 .1 .1 .1 .1 .1 .1 .1 ,3 .3 .3 ,3 .3 .3 .3 .3 .2 .2 .2 .2 .2 .3 .5 ,5 .5 .5 ,5 ,5 .5 .3 .3 .3 108.65 100.65 100.65 100.65 100,65 100.65 111.75 111.75 111.75 111.75 111.75 111.75 4411.75 111.75 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12,19 12.19 12,19 12,19 12.19 12.19 12.19 12,19 12.19 12,19 12.19 12.19 12.19 12,19 12.19 12,19 12.19 12.19 12,19 12,11 12,19 12.19 12.19 23.95 33.91 23.91 23,95 23.91 23.91 23.91 23.33 23.91 23.93 23.93 23.91 23,91 23,91 23.93 33,91 23.95 23,91 23,93 23.91 23,95 23.91 23.91 23.95 37.20 37.20 37,30 37.20 37.30 37,20 37.20 37.20 24.38 24,38 24,36 24,38 24,38 24.36 24.38 24,38 18,26 18,26 18.26 103.20 103.20 103.20 103.20 103.20 103.20 103.20 103.20 103.20 103.20 101.20 103.20 101.20 103.20 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12,19 12,19 12,19 12,19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12,19 12.19 12.19 12.10 12.19 12.19 13.19 12.19 12.19 12.19 12.19 23,91 23.91 23,91 23.91 33.91 23.95 23,95 23.91 23,03 23.95 33,91 23.91 23.93 23.91 23,91 23.95 23.13 23.95 23.95 33,93 23.95 23.91 33,93 23.91 39.91 39.91 39,91 39.91 39.91 39,91 39.91 39.91 24.36 24.38 24.38 24,38 24.36 24.36 24.38 24.38 16.28 18,26 14.76 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 3 2 3 2 2 2 2 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 0,50 0.50 0.50 0.50 0.50 0,50 0.75 0.75 0.75 0.74 0.75 0.75 0,75 0.74 0.75 0.75 0,75 0.75 0.75 0.74 0.75 0.75 0.74 0.7S 0.74 0,75 0,74 0.75 0.74 0.74 0.75 0.71 0.74 0.74 0.75 0.75 0.74 0.71 0.75 0,71 0.71 0.71 0.71 0.71 0.71 0,71 0.78 0.71 0,73 0.71 0.75 0,73 0.73 0.71 0.71 0,71 0.76 0,71 0,73 0.71 0.71 0.75 0.50 0.50 0.30 0.10 0.30 0.30 0.50 0,50 0.57 0.57 0,57 0,57 0.57 0,57 0,57 0.57 0,78 0,78 0.76 1,00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0,50 0.50 0.50 0.50 0.50 0,50 0.50 0.50 0.50 0.50 0.50 0.50 0.40 0.50 0.40 0.50 0.50 0.50 0.90 0.50 0.40 0.40 0.50 0.50 0.10 0.10 0.10 0.10 0.10 0.50 0.10 0.10 0.10 0.10 0.10 0.10 0.50 0.50 0,30 0.50 0.10 0.50 0.10 0.10 0,10 0.30 0.10 0.30 0.10 0.10 0.30 0.73 0,71 0,75 0,73 0,75 0,75 0.75 0.73 0,74 0.78 0,78 0.76 0,78 0,78 0,78 0.78 0,57 0.57 0,57 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0,50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.40 0.50 0.50 0.10 0,50 0,50 0.10 0.50 0.40 0.10 0.10 0.50 0.10 0.10 0.50 0.50 0.10 0.10 0,10 0,10 0.10 0,10 0.10 0.10 0.10 0.10 0.30 0.10 0.50 0.50 0.10 0.30 0,10 0.10 0.10 0.80 0.10 0,10 0.10 0.50 0.10 0.50 0.50 0.50 0.30 0.50 0.57 0.57 0.57 0.57 0,57 0,57 0,57 0,57 0.57 0.57 0.57 S5 S5 55 55 5S 55 42 42 42 42 49 49 49 49 122 122 122 122 122 122 122 122 122 122 122 122 122 122 122 122 119 119 119 119 119 119 119 119 121 121 121 121 121 121 121 121 98 91 94 91 90 98 91 93 91 93 91 93 95 93 O 97 97 97 97 97 97 97 97 50 30 30 10 30 50 50 58 56 58 58 58 58 58 58 113 113 113 86 06 86 06 06 86 65 65 65 65 78 78 70 78 127 127 127 127 127 127 127 127 127 127 127 127 127 127 127 127 124 124 124 124 124 124 124 124 126 126 126 124 126 126 128 102 102 102 102 102 102 102 102 09 99 99 93 99 99 99 101 101 101 101 101 101 101 101 84 91 61 01 01 88 88 103 103 103 103 193 103 103 103 130 1;10 130 Page 4/21 OITY OFTUKWILA, JUL 2 0 2000 PEANUT CENTER • 128 129 130 131 132 25 K0R 3.00 X 3.00 X 0,2900 33 133 134 135 136 137 138 139 140 26 K0A 3.10 X 3.00 X 0,1875 33 141 142 143 144 145 146 147 148 27 TOP 2.00 X 2.00 X 0,1879 33 149 190 t51 152 28 T1$ 1.79 X 1.75 X 0.1875 33 143 154 29 T18 1.75 X 1.79 X 0.1875 33 155 156 30 OR 2,50 X 2.50 X 0,1874 33 147 148 149 160 31 X0R 1,75 X 0.00 X 0.1875 33 141 162 32 X8R 1,75 X 1.75 X 0.1875 33 163 164 33 ARM 3.50 X 2.50 X 0,2400 23 165 164 34 ARM 3.50 X 2.50 X 0,2100 33 167 164 169 170 31 AMOR 1.74 X 1,75 X 0.1175 31 171 172 36 ARM 3.50 X 3.50 X 0,2100 33 173 174 37 ARM 3.10 X ).10 X 0.2100 23 175 176 177 174 34 AXIR 1.71 X 1.74 X 0.1475 33 179 140 34 ARM 340 X 2.10 X 0.2400 )3 111 142 40 ARM 3.10 X 2.40 X 0.2500 33 143 144 111 146 41 AXIR 1.75 X 1.75 X 0,1471 33 147 181 42 AIR 3.00 X 2.00 X 0.1475 33 119 190 43 AIR 3.00 X 2.00 X 0,1875 33 191 192 44 AIR 3.00 X 2.00 X 0.1175 33 193 194 41 1010 2.00 X 2.00 X 0.1471 33 196 194 197 198 46 N10 2.00 X 2.00 X 0.1475 3) 199 200 201 202 47 HN0 2.00 X 2.00 X 0.1474 33 203 204 205 206 44 X9R 3.50 X 3.00 X 0.1475 33 207 208 209 210 311 212 213 214 50 11811 2.00 X 2.00 X 0.1875 33 215 214 .mmonwealth Associates, Inc. 103 103 101 102 103 11S 111 112 113 115 111 112 113 195 195 19Y 19Y 205 20x 20X 200 1P 11 1P 13 48 43 7S 73 9P 91 9P 93 1P 11 9P 91 28 23 28 21 22 23 28 21 SS 43 58 11 12 SS 31 OS 13 er 11 12 13 89 41 29 21 1S 51 19 11 1P 11 12 13 49 41 42 73 71 72 73 248 245 24Y 24Y 25S 25X 25X 255 12S 121 112 113 112 111 115 195 195 19Y 19Y 205 20X 20X 205 135 131 132 133 13S 131 132 133 13 12 11 12 41 42 71 72 93 92 91 92 12 13 92 93 21 22 143 16X 14X 14P 22 23 31 52 17P 17X 17P 42 43 11 12 14P 14X 14X 113 12 13 23 22 13 52 83 42 168 16X 16X 148 17P 17X 17X 178 14P 14X 18X 188 148 141 142 143 148 141 142 143 195 19S 1 3. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 3 1 1 1 1 3. 1 1 1 .3 .3 .3 .3 .3 .6 .6 .6 .6 .6 .6 .6 .6 .0 .0 .0 .0 ,0 .0 .0 .0 .0 ,0 .0 .O .O .0 .O .O .0 .0 .0 ,0 .5 .4 .5 .4 .0 .0 .1 .1 .1 .1 .1 .5 .0 .0 .3 .1 .1 .1 .3 ,3 .0 .0 .3 .1 .1 .1 .1 .3 .0 . 0 .0 .0 .0 .0 .1 .1 .5 ,5 .4 .6 .6 .6 13.5 13.5 12.5 15.4 15.8 15,8 15.8 15.8 15.8 15.8 15,8 6.0 6.0 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 3 ) 3 3 3 3 2 2 2 2 2 2 1 1 1 1 1 1 .28 .28 .28 .28 .28 .58 .58 .58 .58 .58 .58 .58 .58 .28 .28 .28 .28 .28 .28 ,28 .28 .08 .08 .08 ,08 .77 .77 ,77 .77 .19 .19 .19 .19 ,05 .05 ,09 ,09 .94 .94 .95 ,94 .93 .14 ,14 .93 .93 .37 .37 ,37 .37 .44 .03 .95 .93 .93 ,03 .94 .44 .44 ,91 .91 .91 ,91 .91 .91 .58 .11 ,76 ,74 .76 2.40 2,60 2,60 2.60 9,72 9,72 9,73 9.72 9.72 9.72 9.72 9.72 8.05 8.05 10.28 18.28 18.28 18.28 18.28 23.95 23.95 23.95 23.95 23.95 23.95 21.95 23.95 10.28 18.28 18.28 18.28 18.28 18.28 18.24 18.28 12.19 12.19 12.19 12.19 12,19 12.19 12.19 12.19 12.19 12,19 12.19 12.19 4.92 4.92 4.09 6.09 23.95 23.93 23.94 23.15 23.95 23.95 12.19 12.10 31.03 31.93 31.93 31.0) )143 31.93 12.19 12.10 23.95 23.91 23.91 33,91 2).91 23.95 12.19 12.19 12.19 12.19 12.10 12.19 13.19 12.19 12.19 12.19 12.19 12.19 17,26 17.24 17.24 17.24 12,19 12,19 13.19 12.19 12.19 32.19 13.19 12.19 i3,i9 12.19 12.19 12.19 12.19 12.19 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 3 3 3 3 3 2 2 3 3 3 1 3 3 2 3 3 3 3 3 3 2 2 2 2 2 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 1 1 1 1 3 3 3 3 3 3 2 3 3 3 3 ) 3 2 2 3 3 3 3 3 3 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 3 3 0.78 0.78 0.78 0.78 0.78 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1,00 0.50 0.40 0.75 0.74 1.00 1,00 1.00 1.00 1.00 1,00 0,74 0.75 1,00 1,00 0.10 0,10 0,30 0,10 0,75 0.74 1.00 1.00 1.00 1.00 1.00 1.00 0.71 0.75 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1,00 1,00 1,00 1,00 1,00 1,00 1.00 1.00 1,00 1.00 1.00 0.50 0.50 0,50 0,50 0,50 0.50 0.50 0,50 1.00 1,00 0.57 0.57 0.57 0.57 0.57 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 0.50 0.50 0,40 0,50 0,50 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1,00 0.74 0.74 0.50 0.40 1.00 1.00 0,40 0,40 0,90 0.50 0.50 0.50 1.00 1.00 0,10 0,30 0.30 0.50 0.50 0,30 1.00 1.00 0,30 0,10 0.30 0.40 0,30 0.40 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 0.50 0.30 0,50 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 0.57 0.57 0.57 0.57 0.57 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0,50 0,50 0.50 0.50 0,50 0.50 0,50 0.40 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 0.40 0.50 0.40 0.50 1.00 1,00 0.50 0,50 0.40 0.50 0.50 0.30 1.00 1.00 0.50 0.10 0.10 0.50 0.10 0.10 1.00 1.00 0.30 0.50 0.10 0.40 0.50 0.50 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 0.50 0.50 0.50 0.30 1.00 1.00 1.00 1.00 0.50 0.50 0,50 0.50 0.50 0.50 0,50 0.50 1.00 1.00 113 111 113 113 113 111 111 111 111 111 111 111 111 140 140 140 140 140 140 140 140 117 117 117 117 134 134 134 134 93 91 83 83 83 '83 83 111 111 111 111 111 111 111 111 86 86 86 86 46 86 86 86 117 117 117 117 134 134 134 134 93 93 93 93 93 91 943 1414 943 1414 142 95 142 95 44 98 64 98 119 90 119 90 119 90 119 90 142 95 142 94 46 44 64 44 10 40 10 00 10 10 40 10 142 95 142 94 44 41 64 01 111 90 111 PO 119 90 119 90 142 95 142 94 75 123 75 12) 75 123 75 123 75 123 73 123 243 243 243 24) 243 243 243 243 103 151 303 141 30) 151 303 151 242 242 242 242 242 208 208 208 208 208 208 208 208 117 117 242 242 242 45 85 85 85 85 85 85 85 117 117 130 130 130 130 130 174 174 174 174 174 174 174 174 124 124 124 124 124 124 124 124 183 183 183 183 210 210 210 210 149 145 145 145 943 L/R a 200 943 L/R s 200 144 144 132 112 122 122 122 122 141 144 104 104 124 121 121 121 141 148 132 1)2 122 122 122 122 141 144 164 144 164 164 164 164 311 L/R 1. 240 341 L/R a 240 341 L/R a 250 341 L/R a 250 237 L/R * 250 217 L/R a 210 237 L/R a 250 237 L/R a 250 340 L/R a 250 380 L/R a 250 380 L/R a 250 380 L/R a 250 150 150 150 150 150 150 150 150 183 183 REa a 5/21 CITYOFTUKIMIK LA 'Jul 2 0 2000 PERMIT CENTER 217 218 219 220 221 222 55 OR 2.50 X 2.50 X 0.1875 33 223 224 225 226 227 228 229 230 52 LEO 5.00 X 5.00 X 0.4179 33 231 232 233 234 93 X8R 3.90 X 1.00 X 0.2500 31 235 236 237 238 239 240 241 242 94 PEAR 2.50 X 2.90 X 0.2500 33 243 244 249 91 OR 3.00 X 3.00 X 0.1879 33 247 248 249 290 231 242 293 294 ••• TOWER DEAD LOAD AND MAO AREAS ,TT. ,rr. UNPACTORED N0, LABEL DEAD LOAD (kip) DRAG AREA X•DZR. Y•D!R. 54t'2) IEO'21 1 IP 0,104 9.802 9,211 3 11 0.104 9.102 9.211 3 12 0.104 9.102 9,311 4 13 0.104 9.002 9.218 9 9P 0.230 10,699 10,401 1 11 0.231 10.691 10.491 7 92 0.231 10.199 10,495 4 93 0.238 10.699 10.695 9 16P 0.102 . 4.411 3.414 10 16X 0.102 4.411 3.414 11 17P 0.144 1.344 2,436 12 17X 0.146 1.346 2.434 13 11P =.102 4,409 2.434 14 11X 0.102 4.409 2.436 11 23P 0.000 0.000 0.000 16 231 0.000 0.000 0.000 17 232 0.000 0.000 0.000 14 333 0.000 0.000 0.000 19 11P 0.070 3440 3,340 30 20 0,141 1.447 7.093 31 21 0.141 1.447 7.097 32 23 0.161 1.647 7,093 33 37 0.141 1.647 7,093 34 38 0.011 4.994 4.994 21 31 0.019 4.944 4,954 36 32 0,411 4.994 4.994 2? 37 0.011 4.994 4,994 31 44 0.117 7,094 9.519 29 41 0.117 7.054 1.149 30 42 0.117 7.016 9.919 31 43 0.117 7.094 5419 32 53 0.214 10.070 7,170 33 91 0.214 10.070 7,471 34 52 0.214 10.070 7,979 35 53 0.214 10.070 7.979 36 43 0.151 4.560 6.560 37 61 0,151 6.540 4.560 31 42 0.151 6.540 4.540 39 43 0.151 6.540 6.560 40 75 0.176 9.319 7,343 41 71 0.176 4.319 7.143 42 72 0.174 *.319 7.143 43 73 0.176 9.319 7.143 44 83 0,251 11.449 10.115 ,,.nmonwea1th Associates, Inc. 122 19Y 6.0 8.05 12,19 3 123 19Y 6.0 8,05 12.19 3 12S 205 6.0 4.09 12,19 3 121 20X 6.0 8.09 12.19 3 122 20X 6.0 8.05 12.19 3 123 209 6.0 8.05 12.19 3 145 215 9.4 7.38 12.19 3 141 21S 9.4 7.38 12.19 3 142 21Y 9.4 7.18 12.19 3 143 217 9.4 7.38 12.19 3 145 225 9.4 1.38 12.19 3 141 22X 9,4 7,38 12,19 3 142 22X 9.4 ,7.34 12,19 3 143 225 4.4 '7.38 12,19 3 148 239 29.6 113.91 103.20 1 141 231 25.6 113.91 103.20 1 142 232 25,6 113.91 103.20 1 143 233 29.6 113.91 103.20 1 23P 219 28,9 6.43 19.96 1 231 215 28,5 6.43 19.96 3 232 21Y 28,9 4.43 19,96 3 233 21Y 28,5 6.43 13.96 3 239 228 28.9 6.43 15.94 3 231 22X 28,9 6.43 1946 3 232 22X 28.9 4.43 15,96 3 233 229 28,9 6.43 19,96 3 19 199 7.1 14.43 27,93 1 11 199 7,1 14,63 27.93 1 12 159 7,1 14.63 27,93 1 13 19P 7,1 14,43 27.93 1 139 249 7,6 12.19 12.19 3 131 249 7.6 12.19 12.19 3 132 24Y 7,6 12.19 12.19 3 133 24Y 7.6 12.19 12,19 3 138 298 7.6 12,19 12.19 3 131 25X 7.6 12.19 12.19 3 132 25X 7,6 12.19 12.19 1 133 218 7.6 12.19 12.19 3 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 0.25 0,25 0.25 0.25 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 0,25 0,25 0,25 0,29 0,25 0.25 0.25 0.25 0.29 0.25 0.23 0,25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1,00 1,00 1,00 1.00 0.25 0.25 0,25 0,25 0.25 0.25 0,25 0.25 0,25 0,25 0.25 0.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 117 117 117 117 117 117 146 146 146 146 146 146 146 146 49 49 49 49 308 308 308 100 308 308 110 110 110 110 97 97 07 97 97 97 117 117 117 '117 117 117 146 146 146 146 146 146 146 146 49 49 49 49 94 94 94 94 94 94 94 94 110 110 110 110 97 97 97 97 07 183 183 183 183 183 183 229 229 229 229 229 229 229 229 78 78 78 78 136 136 136 136 136 136 136 136 173 173 173 19� 153 193 153 153 113 193 LR L/R WR WR WR 225 225 224 225 225 225 229 229 Page 6/21 NOOMVED C$TYOFTUINVILA 141 2 0 2000 PERMIT CENTER 4S 81 0.251 11.669 10.115 46 82 0.251 11.669 10,115 47 83 0.251 11.669 10,115 48 10S 0.213 9.2S9 9.259 49 101 0.213 9.259 9.259 SO 102 0.213 9.259 9.259 ±:: S1 103 0.213 9,259 9,259 52 11S 0.222 8.909 8.909 i. 53 111 0.222 8.909 8.909 S4 112 0.222 8.909 8.909 55 113 0.222 8.909 0.909 56 125 0.170 5.208 5,208 57 121 0.170 5.208 5,200 58 122 0.170 5,200 5,208 59 123 0.170 5.208 5,208 60 t38 0.299 11.537 11.537 61 131 0.299 11.537 11.537 62 132 0.299 11.537 11.537 63 133 0.299 11,537 11.537 64 14S 0.440 16.265 16.265 65 141 0,440 16.265 16.265 66 142 0.440 16,265 16.265 67 143 0.440 16,265 16,265 68 195 0.131 8.626 6.051 69 19Y 0.131 8.636 6.051 70 20S 0.131 6.051 9.636 71 20X 0.131 6.051 8.636 72 218 0.220 12,765 9,216 73 21Y 0.220 12.765 9.216 74 228 0.220 9.216 12.789 75 22X 0.220 9.214 12.765 76 24S 0.110 8.083 4.608 77 24Y 0.110 8.093 4.608 78 258 0.110 4.608 8.082 79 25X 0.110 4.608 9.083 • TOTAL 13.990 844.203 882.561 •14 VICTOR LOADS PROM PILE i Mi\ PL 1\T ONZA\ CLI9NT0 \U9NESTNA1,25\8RADU010_1.1ca DEAD STRENGTH • WIND DESCRIPTION • -•. USX LOAD RIDUCT. ••PAC'f'.PRISY.• •- VELOCITY••• POR PACT. PACT. TUN. LoNO. TRAM. LONO. (PST) (PSI) (MPH) (MINI LC N0. DESCRIPTION 1 1 RISC MEDIUM 1.500 1.000 16.00 0.00 79 0 11001001111 2 2 IXTRIMI HIND 1.250 1.000 34.90 0.00 117 0 11001001111 2 31 T9&TL LCNI RISC 1.250 1.000 11.20 0.00 86 0 11001001111 4 3b TRAM LC03 NESC 1.250 1.000 11.20 0.00 08 0 110010011'1 5 3c ML&NR LCM3 NIOC 1.260 1.000 11.20 0,00 68 0 11001001111 6 3d OLI.OR LCM3 RISC 1.250 1.000 11.20 0.00 64 0 11001001111 7 3e MR69R LC03 N9IC 1.2$0 1.000 11.20 0.00 68 0 11001001111 Use for column definition proceeding iron lett to right Steel towers and poles Wood poles • Strength factor • 1 Wood poles • Strength factor • .85 Wood poles • Strength factor • .25 Concrete Poles • Ultimate Concrete Poles- First crack Concrete Poles • Zero tension Guys Arms OUCH Insulators LC N0. DESCRIPTION • WIRE LOADS • • WIRE LOADS ON INSULATORS TRANSFERRED TO • INSUL LOA FORCE LOAD FORCE LOA? FORCE OR MOMENT TYPE POINT VIRT. TRANS. 1050I?. POINT VERT, TRANS. L0N01T. POINT VIRT. TRANS. LONOIT. (KIPS) (KIPS) (KIPS or FT•K) 1 1 NI6C MEDIUM C ISP 0.689 C 16P 2.015 c I6X 2.055 C 17P 2.055 C 17X 2.053 c 10P 2.055 c 1IX 2.015 C 108 0.440 c 102 0.427 C 103 0.427 C 118 0.440 C 112 0.427 C 113 0.427 C 128 0,064 C 139 0,076 C 148 0,152 2 2 EXTREME WIND C 15P 0,460 C i6P 1.308 mmonwealth Associates, Inc. 0.748 1.230 1.230 1.230 1.230 1.230 1,230 0.135 0.134 0.134 0.135 0.134 0.134 0.083 0,099 0.199 0.755 1.977 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 7/21, CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER C 16X 1,308 1.977 0,000 C 17P 1,308 1.977 0.000 C 17X 1.308 1.977 0.000 C 180 1.308 1.977 0.000 C 18X 1.308 1,977 0.000 C 10S 0.365 0.350 0.000 C 102 0.349 0.422 0.000 C 103 0.349 0.422 0.000 C 11S 0.365 0.350 0.000 C 112 0.349 0.422 0.000 C 113 0.349 0,422 0.000 C 12S 0.053 0.147 0.000 C 138 0.063 0.175 0.000 C 14S 0.126 0.349 0.000 i 3a TR &TL LC$3 434SC C 15P 0,740 0.522 0.000 C 16P 1.036 0.407 9,000 C 16X 1.036 0.407 9.000 C 17P 1.713 0.861 0.000 C 17X 1.713 0.861 0.000 C 18P 1.713 0.861 0.000 C 18X 1.713 0.861 0,000 C to 0.365 0.068 0.000 C 102 0.349 0.067 0.000 C 103 0.349 0.067 0.000 C lit 0.365 0.068 0.000 C 112 0.349 0.067 0.000 C 113 0.349 0.067 0,000 C 128 0,053 0.042 0.000 C 139 0.043 0,090 0.000 C 149 0.126 0.099 0.000 4 3b /R&M* LC63 N4SC C 1SP 0.740 0.922 0.000 C 16P 1.036 0.407 9.000 C 14X 1.713 0.561 0.000 C 17P 1.036 0.407 9.000 C 17X 1.713 0.861 0.000 C 1OP 1.713 0.861 0.000 C 11X 1.713 0.861 0,000 C 10f 0.365 0.066 0.000 C 102 0.349 0.067 0.000 C 103 0.349 0.067 0.000 C 11S 0.343 0.061 0.000 C 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 128 0.013 0.042 0.000 C 138 0.063 0.050 0.000 C 141 0.124 0.099 0.000 1 30 MLIAR LCN3 RUC C t1P 0.740 0.122 0.000 C 16X 1.713 0.061 0.000 C 17P 1.036 0.407 9,000 C 17X 1.036 0.407 9.000 C 11P 1.713 0,111 0,000 C SOX 1.713 0.861 0.000 C lot 0,365 0.061 0.000 C 102 0.349 0.067 0.000 c 103 0.349 0.067 0.000 c 118 0.365 0.061 0,000 c 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 121 0.053 0.042 0.000 C 138 0.063 0.050 0.000 C 148 0.126 0.099 0.000 8 3d BLABR LCN3 018C C 11P 0.740 0.122 0.000 C 14P 1.713 0.061 0.000 c 16X 1.713 0.861 0.000 C 17P 1.713 0.161 0.000 c 17X 1.713 0.161 0.000 c SOP 1.036 0.407 9.000 c 11x 1.076 0.407 9.000 C 100 0.361 0.068 0.000 C 102 0,349 0,067 0.000 C 103 0.349 0.067 0.000 c 118 0.361 0.068 0.000 c 112 0.349 0.067 0.000 C 113 0.349 0.067 0.000 C 128 0.013 0.042 0.000 C 138 0.063 0.050 0.000 c 148 0.126 0.099 0.000 7 3, 1416BR LCN3 NSW C 1,5P 0,740 0.322 0.000 C 16P 1.713 0.461 0.000 C 16X 1.713 0.461 0,000 c 17P 1,036 0.407 9,000 C 17X 1.713 0.161 0.000 C 14P 1.036 0.407 9,000 C • 101 1.713 0.461 0.000 c 104 0.365 0.068 0.000 C 302 0.349 0.067 0.000 C 103 0.349 0.067 0.000 c 118 0.365 0.066 0.000 .mmonwealth Associates, Inc. cnynacnnoy 2 1 JUL 2 0 2000 C 112 0,349 0.067 0.000 C 113 0.349 0.067 0.000 C 12S 0.053 0.042 0.000 C 13S 0.063 0.050 0.000 C 14S 0.126 0.099 0.000 ••• MEMBER FORCES FOR ALL LOADING CONDITIONS (kip) ••• POSITIVE POR TENSION - NEGATIVE POR COMPRESSION «••• GROUP - -•+ MEM • LABEL DESC. NO LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 LC 7 i LEG 1 -1.950 •1,611 0,063 - 0.451 - 4.543 •1.944 -0.970 2 -0.720 •0.114 0,929 •0.003 -0.682 •0.684 -1.229 3 •0,721 -0.115 -1.601 -1.904 -0,666 •0,684 -0.138 4 .1.949 •1.610 •2,474 •1.328 -1.945 -1.543 -2.119 2 LEO 9 -3.352 -3.640 -6.103 -4.193 -2,612 -2,962 -2.990 6 0.209 1.923 -4.005 -2.467 -0.121 •0.071 -0.390 7 0.208 1.521 4.173 0.899 -0.042 -0,069 0,177 6 -3.391 •3,638 2.077 1.210 -2,532 •2.992 -2,520 3 LEO 9 -4.191 -7.164 .16,999 -9,952 -4,966 -4.963 4.695 10 2.078 9.008 - 12.192 -9.749 1,181 1.171 2.693 11 2.076 9.004 14.006 6.346 1.198 1.164 .0,266 12 -6,148 -7.782 9.611 3,421 -4.949 -4.543 -3,490 4 LEO 13 •8.699 - 11.391 •24.299 - 13.739 -4.729 -6.469 •9.211 14 3.198 7.648 •18.073 •6.668 3.994 1.899 7.901 19 3.194 7,643 20.390 7.790 0.727 1,873 -0.909 16 -0.699 - 11.388 14.171 4.994 -7,981 -8.439 -6.331 9 LIO 17 - 12.069 - 16.729 - 34.602 .23.362 - 11.942 -8.199 -9.619 18 9.631 12.237 - 27.749 - 14.481 0.021 3.463 0.984 19 5.638 12.297 32,137 17.900 7,200 3.486 4.941 20 - 12.097 - 16.747 22.642 11,266 -4.795 -8.920 -9.896 6 LEO 21 - 17.223 •24.759 - 40.612 - 34.000 - 25.083 •12.428 - 17.284 22 9.274 19.193 - 34.074 - 23.376 -7.906 9.869 -1.879 22 9.306 19.262 42.107 30.163 19.299 6.084 11.421 24 - 17.256 .24.124 24.192 14.489 1.990 - 12.910 -4,976 7 LIO 28 •21,210 .31.102 - 96.101 - 43.144 - 34.032 - 17.499 - 22.505 26 12.022 24.193 .31.093 - 27.341 - 12.973 9.699 -1.170 27 12.010 24.820 49.745 37,263 27.140 4.412 14.102 21 - 21.211 .31.231 21.006 19.380 4,114 - 16.144 -4.009 6 LBO 29 .23.129 - 74.319 •61.832 •44.914 - 41.240 •19.294 .20.931 30 14.244 24.716 - 40.060 - 30.009 - 17.304 7.017 -4,463 31 16.366 29.616 58.074 44.459 34.400 13.344 22.924 32 - 23.242 .34.437 33,743 23.393 10,411 - 13.706 0,456 9 LEO 33 •29.361 - 44.312 - 72.434 •61.624 - 42.940 - 72.310 .40.190 34 19.019 77.704 •44.577 - 33.446 •22,646 0.169 .13.321 34 19.162 37.742 46,016 44.416 45.239 24.571 34.249 36 .39.441 •44.346 37.913 27.006 14.481 •6,296 3.411 10 LEO 37 - 33.416 - 40.827 - 74.313 .61.164 - 46.737 .41.103 .41.061 36 19.414 40.713 •44.747 •36.174 - 21.341 .1.141 - 17.331 3, 14.246 40.323 14.176 14.311 47.621 30.006 31,131 40 43,126 .10.443 33.677 21.037 14.433 4.050 4.160 11 LSO 41 - 26.709 •46.090 42.720 .16.139 - 41.211 09.134 . 44.433 42 17.147 36.436 44,316 •26.727 •21.673 •9.077 - 11.346 43 14.794 36.019 42.436 46.021 41.039 36476 34,136 44 41.111 - 46.013 24.429 11.712 11.774 4.150 5.110 12 LiO 41 - 29.997 . 41.391 42.944 46.341 41.411 . 40.064 . 44.664 46 14.116 36.141 - 34.511 46.934 .21.611 -9.391 44.441 47 11.404 35.111 52.141 44.733 40.743 29.411 34.446 46 40.101 46.230 24.119 16.471 11.451 -1.056 5.613 13 410 49 - 31.472 41.364 44,570 49.943 .44.737 - 45.900 •49.917 40 17.24) 36.206 44.540 46.119 .23.669 •12,794 .10.936 51 17.093 39.126 52.472 46.179 42.450 33.123 37,134 52 43.769 41.596 21.518 16.476 10.417 4.196 1.714 11 XUR 13 0,412 0,569 11.165 .1.054 0.271 0.290 0.010 44 •0.362 4.553 -1.739 4.441 .0.277 .0.266 -0.020 55 .0.382 4.512 1,119 0.139 .0.267 .0.244 .0.516 46 0,413 0.511 1.744 0,434 0.310 0.391 0,543 57 •0.314 .0.246 0.231 0.701 •0.243 •0.314 4,316 51 4.199 •0.079 0,291 4.573 -0.141 -0,172 -0,034 19 •0.119 -0.069 •0.436 0.126 •0.169 •0.174 -0.309 60 -0.314 .0.246 •0,696 -1,024 -0.252 •0.267 .0.114 16 BUR 61 0.176 2.036 -0.060 .6463 0,744 0.631 1.419 62 .1.146 -2.433 •1.450 5.970 -1.245 .1.390 -1.434 63 -1.691 -2.633 -0.394 •6.373 -1.327 .1.369 -1.042 64 0.976 2.037 0.761 1.702 0.443 0.621 4,079 65 -0.010 •0.214 6.304 10.139 -0.049 0 «027 0.442 66 0.431 0.476 6.539 •3.444 0.256 0.335 -0.214 47 0.431 0.476 - 6.940 4.149 0.238 0.329 0.931 66 •0.011 •0,214 -6,190 •10.110 .0.047 0.920 •0.941 17 XUR 69 1.972 2.419 1.446 '5.433 1.311 1.441 1,461 70 '1.064 4.232 •0.060 6.306 •0.011 •0,693 '1.467 71 '1,064 '2,232 '0,750 -7,592 .0,761 •0.401 0.004 72 1.971 2.019 0.747 6,327 1,354 1.441 1.106 73 0.012 0.234 6,046 9.913 0,069 •0.020 0.534 74 4,446 •0.490 5.023 '4.091 •0.247 4.341 •0,625 75 '0.446 •0.498 •6.436 3.534 •0.262 •0,347 0.140 T4 0,012 0,224 '6.109 '9.949 0.055 •0.027 •0.469 1.0 X9R 77 1.613 2,779 •2,119 •6,237 '0.673 1.114 •2.400 wmmonwealth Associates, Inc. Moi 9/21 cr Y OF TUKWILA JUL 2 0 2000 PERMIT CENTER t; 78 -1.702 -2.863 79 -1.701 -2.862 80 1.612 2.778 81 -0.844 -0.791 82 .0.329 0.023 83 -0.329 0.023 84 -0.844 •0.791 19 XIR 8S 2,088 4.232 86 -3.360 -5.064 Al -3.368 •5.082 88 2,097 4.250 89 4,220 •0.602 90 0,688 0.887 91 0.679 0.869 92 -0.211 •0.384 20 XIR 93 3.412 5.246 94 -2.205 -4.471 9S -2.213 •4.489 96 3.420 5.264 97 0.180 0,549 98 •0.676 4,854 99 4.685 •0.872 100 0,189 0,567 21 XIR 101 2.806 4.138 102 -3.252 •5.487 103 •3,264 •5.515 104 2.817 5.163 105 •0.975 -1.101 106 -0,047 0.435 107 -0.054 0.419 108 •0.947 -1.084 22 XIR 109 3.193 4.987 110 -5.827 -8.806 111 •5.855 4.031 112 3,236 7.032 113 -4.007 •7.846 114 3.594 6,750 115 3.551 6.713 116 •4.971 •7.009 23 %!R 117 •1.350 •1.427 116 0.232 0,609 119 0.242 0.747 120 •1.438 •1.680 121 .3.049 •4.262 122 1,150 3.139 123 1.199 4,035 124 •3.100 •4.441 24 %OR 121 0,035 0.141 121 0.110 0,666 127 0.612 0.311 121 0.030 0,150 129 2,260 3.321 130 •1.634 •3.204 131 •1.519 •3.119 132 2.225 3.316 21 KIR 133 -0,709 -0.052 134 4.343 •0.692 135 -0,621 •1.349 136 4.513 0.404 137 •2.635 •3.463 131 1.614 3.447 139 1.539 3.457 140 •2,467 -3,101 20 KIR 141 •0.939 •1.793 142 •0,352 0,149 143 4,259 1.185 144 •1.154 •2.330 145 •2,791 4,922 146 1.433 3.386 147 1,551 3,375 141 •2.774 •3,796 27 TOP 149 •0,244 •0.047 150 •0.721 •0,597 151 1.904 1,222 152 1,906 1.222 28 TIC 153 2,493 1.432 154 2,493 1.432 29 TIC 155 1.752 1.150 156 1,752 1.150 30 OR 157 0.916 1,364 158 •0,911 •1.596 159 0.322 0,214 160 0.348 0,253 31 CDR 1.61. 0.328 0,200 162 0,328 0.208 32 %8R 163 0,068 •0.067 164 0.144 0.147 33 ARM 165 •1,619 -1.043 166 •1.619 •1.043 mmonweal.th Associates, Inc. •3.808 2.157 3.849 5.546 5.825 -6.538 •6.811 0.833 •2.345 •1.865 1.320 6.223 6.721 -5.823 -6.303 2.199 •1.107 -1.187 2.136 6,103 5,650 •6.416 •6.123 •2.677 •6.249 2.340 5.992 5.435 6.079 •6.442 -4,915 • 9.316 •14.893 7.222 12.920 3.823 1.100 • 5.004 •9.134 •5.671 •5.219 4,614 4.120 •7.494 •4.445 6.160 3.489 3.992 4.144 -3.411 • 3.911 • 2.597 • 4.111 3.111 6.390 •4.400 •4.491 3.506 3.124 • 5.110 •3.240 4.9)9 2.374 • 4,062 •4,227 4.043 3.091 2.168 4.655 •3.1)0 -0.116 -0.027 • 0.367 1.009 0.931 4.040 0.078 4.463 •1,619 0.489 •0.599 2,444 •1.851 0.180 0.180 •0.019 0,185 14.305 12.860 3.080 -4.024 8.952 10.210 -3.286 2.499 - 11.061 - 15.937 13.845 - 18.103 18.384 21.570 -8.739 9.516 - 21.661 - 13.728 15.337 •17.804 18.039 21.139 -9.397 8.479 - 21.170 - 15.571 8.959 - 12.918 18.905 20.114 -1.575 8.133 - 21.493 - 24.541 4.377 - 13.092 28.115 21.605 -9.057 12.505 •27.340 •11.551 9.221 • 9.919 17.277 1.704 • 16.262 10.065 • 12.514 •4.407 13.373 •12.171 7.051 1.973 • 13.142 11.450 - 6.272 - 13.372 5.945 -7.174 13.191 5.161 •11.561 13.203 • 9.232 $.527 • 13.345 13.323 .7.495 • 9.342 12.192 •11.415 5.773 •0.168 •0.611 1.090 1.314 0.914 2.460 3.585 •0,710 0.403 •0.571 2.038 •3.459 0.000 0.746 •0.023 0.192 .7.923 5.650 -2.994 0.458 2.768 -0.050 0.307 -0.617 •0.971 -0.064 - 3.238 •0.816 2,381 6.107 6.705 •1•.790 -6.370 3.085 •0.221 •2.189 1.132 6.202 5.651 -6.591 •4.013 •0.373 •3.961 0.069 3.711 5.336 5.955 •4.247 -6.826 -4.350 •9,933 2,241 7.934 3.630 9.088 • 4.756 •10.090 • 4.312 -3.363 3.450 2.325 •3.032 0.004 2.124 -1.013 2.612 3.149 . 2.100 • 2.126 0.743 • 1.643 •0.201 2.113 •3.367 • 3.132 2.440 2.412 • 2.572 0.135 1.691 •0.984 •3.516 •3.113 2,627 2.028 • 1.150 1.473 0.172 - 2.623 •0.242 • 0.510 1.594 1.597 1.095 1.588 2.650 0.257 0.559 •0.599 1.655 •1.078 0.274 0,274 0.020 0.164 •1,457 -1.379 -1.204 -1.200 1.115 -0.661 -0.301 -0.309 -0.670 1.442 -2.359 -2.300 1.527 -0.199 0.441 0.413 -0.199 2,425 -1.496 -1.673 2.275 0.182 •0.406 -0.425 0.189 -0.178 .4.411 -0.342 3.906 -0.158 0,492 -0.437 -1.060 •1.077 -6.667 •0.810 4.879 3,320 9.226 -4.567 •10.413 -2.602 - 1.359 1.909 0.351 1.432 4.659 . 2.320 • 5.646 1.242 2.017 •0.710 - 1.451 4.011 1.575 • 3.540 •1.031 • 2.271 •1.715 1.324 0.954 0.471 3,513 •1.557 • 4.343 -2.112 •2.001 1.142 0.918 •4.466 •1.703 3,477 0,577 •0,234 •0.575 1.590 1.591 2.083 2.083 1.236 0,710 0.653 =0.563 1.797 •1.343 0.374 0.274 0.058 0.129 •1.354 -1,347 0.155 -1.445 3.370 1.336 -0.589 -0.079 -2,310 -7,975 6.524 •10.960 10.523 11.717 -5.213 6.112 •12.064 •6.430 7.502 •10.349 10.926 11,797 •6.011 5.075 •11.502 •8,429 3,465 •7.170 11.079 11.646 -4,463 4,346 - 12.786 •20,969 10.347 •18.034 24.567 20.692 •6.062 11.979 • 26.909 - 17.010 11.005 •11.312 15.374 13.217 •11.729 13.729 • 17.277 - 7.669 12.249 - 11.477 1,024 12.391 •9,988 1.201 •9.556 •12.420 7.230 -8.204 11.716 9.187 •1.279 10.022 •12.644 4.798 •12.117 11.037 • 8.522 • 12.749 9.771 • 1.197 9.050 •0.241 .0,577 1.594 1.591 •0.047 3.464 0.025 1.611 0.500 •0.566 1.604 •1.091 0.259 0,286 •0.604 0.785 •1,518 .1.249 Page 7.0/27. CITY OF TUKINKA JUL 2 0 2000 PERMIT CENTER I t • 34 ARM 167 -1.436 •0.279 •16,372 •16,256 -1.300 .1,293 •1.199 161 •2.765 •2.432 •16.828 -1.961 •2.227 -2,221 •2.278 169 -2.765 -2.432 14.329 4,471 4.206 .2.213 •2.155 170 -1.436 -0.279 14.779 14.777 -1.278 -1.284 •1.380 35 AMR 171 -0.113 -0.071 -0.059 -3.590 -0.091 •0.094 4.701 172 -0,113 -0.071 •0.058 3.434 -0.092 -0.094 0.605 36 ARM 173 -2.232 -1.445 0.393 -7.202 •18.563 -1.922 •8.509 174 •2.232 -1.446 -4.216 4,144 16.465 •1.942 5.391 37 ARM 175 -2.217 -0.806 •2.044 •20.902 - 21.453 •1.947 . 18.377 176 -3.529 -2.933 4.959 0.602 •21.905 -2.864 -1.876 177 •3,529 •2.934 -2.711 •6.109 18.468 -2.847 •3.833 178 -2.216 •0.806 •1.836 18.553 18.916 •1.929 15.930 38 MDR 179 •0,089 •0.049 •0.097 .5.443 -0,039 -0.067 •5.325 180 •0.099 •0.068 •0.089 1.291 .4.053 •0.082 5.194 39 ARM 181 -1.152 •0.720 9.223 6,743 4.024 •11,805 •2.512 182 •1,156 •0.725 •11,237 •8.795 -6,059 10.989 0.936 40 ARM 183 •1.471 -0.297 •1.354 •1,135 -1.691 - 16.353 .16.465 184 •2.805 -2.465 •2.287 •0,470 -2.625 •16.814 0.778 185 -2.002 -2.459 •2,210 •4.028 •1.473 14,133 •5,276 186 -1,473 -0.303 •1.202 0.481 •0,945 14.910 14.804 41 AXBR 117 0.198 0.148 0.124 -0.427 0.141 0.192 .3,279 188 0.173 0,132 0,129 0,480 0.128 0.115 3.565 42 ABR 189 0.704 0.455 0.329 0.334 0.632 0.504 0.617 190 0.666 0.435 0,232 0,632 0.600 0,551 0.572 43 ABR /91 1.311 1.241 0.941 0.590 0.736 1.009 0.749 192 0.520 •0.040 0.556 0.609 0,118 0,537 0.536 44 ABR 193 4.244 5.949 2.483 2,572 2.903 2.466 2.540 194 •1.724 •4,232 •0,609 4.553 •0.852 -1.347 .0.721 45 1810 195 2,371 1.530 0.000 0,000 1.972 1.977 1.488 196 2.372 1.530 0.000 1,477 1,972 1.977 2.049 197 2,372 1,930 2,324 2,240 1,986 1.981 1.902 198 2.371 1.520 2.227 2.779 1.945 1.980 2,070 44 1010 199 3.085 2.005 2.639 •0.492 0.000 2,572 .2.219 200 2.091 2,019 2.642 •1.175 0.000 2.576 1.310 201 3.092 2.014 2,119 6.329 2.235 2.541 3.447 202 7.084 2.004 2.511 3,610 3.228 2.574 6.458 47 RHO 203 2.402 1.548 2,000 4.029 2.397 0.000 0.113 204 2.408 1.161 I.014 0.000 2.404 0.000 .1.420 201 2.401 1.113 2.001 4.023 1.411 2.119 1.439 204 2.404 1.114 2.002 0.000 1.417 2.115 2.300 41 KIR 207 4.414 .2.239 .0.714 6.144 =0.106 .0,499 6.001 201 0,440 2.010 0.463 .7,079 0.313 0.243 •7.119 209 0,601 2.217 0.631 6.316 0.493 0.349 1.130 210 •0.002 .2.439 .0,713 •0.439 •0.623 .0.493 •4.264 211 .0.137 .0.196 3.063 4.192 0.524 •2.017 .8.411 212 -0.127 .0.0)2 2.914 9.366 0.461 •2.092 4.903 213 4.011 .0.041 4.122 .9.404 4,609 1,912 •7,037 214 .0.144 •0.116 •3.200 9.670 4,746 1.794 1.266 10 H011 211 0.243 0.531 0.174 0.214 0.213 0.234 0.262 214 .0.211 =0.411 0.023 .0,030 =0.011 .0,045 .0,074 217 •0,214 •0.419 .0.369 4.291 =0.316 .0.271 .0.246 211 0,170 0,301 .0.070 .0,102 •0.011 0.011 .0.016 210 0.001 0.171 0.010 0,014 0.016 0.011 0.011 220 •0.140 •0.210 •0.041 .0,024 .0,094 •0.070 .0.036 221 4.147 •0.249 00.269 •0,204 00.200 •0.142 .0.229 222 0.090 0,117 .0.072 .0,003 *0.014 0.034 0.046 91 1118 223 0.113 2.014 0.954 .3.0110 0.490 0.442 .3.103 224 .0,103 •1.917 4.160 3.001 .0.916 *0.474 3.091 220 •0.124 .2.014 *0.601 •4,402 00.412 *0.532 •4.301 226 0.650 1.116 0.921 4.196 0.494 0.317 4.107 227 •0.011 0.019 •1.630 2,693 .0.392 0.644 3.956 221 .0,077 •0.107 .1.941 •4,449 .0.347 0.070 •3.492 229 •0.124 *0.103 1.327 4,334 0.137 •1.057 3.233 330 .0.032 *0.001 1.442 •7,149 0.257 •0,999 *4.067 112 1.50 231 =31.183 •14.003 •44,340 •59,641 46.418 •41.175 *91.945 233 14.974 40.225 ■32.314 .28.403 .23.577 •14.831 .19.410 233 14.011 40.296 49.651 45.116 41.991 34.059 37.416 234 •31.266 •14.164 17.737 13.164 9.019 0,199 9.149 13 KOR 231 •2.004 •4.600 •1.466 4,304 =1.376 *1.267 4,424 236 1.719 4.415 1,145 .4,734 1,041 0.937 •6.710 237 1,577 4.335 1.262 9,266 1,120 0.916 9.059 231 •1.951 •4.049 .1.964 .9,948 •1.406 •1.262 •9.347 239 .0.164 •0.229 3.173 *6.164 0.520 *1.119 =4.470 240 •0.211 .0.096 2.994 9,444 0.345 .2.222 7.095 241 *0.110 •0.104 •3,266 •9.904 *0,440 1.946 *7.342 242 •0.241 •0.116 •3.515 5.116 4.674 1,772 1,523 54 PZAH 243 •0.762 •0.415 •0.588 *0.716 4.690 .0.569 .0.280 244 0.166 0,346 0.073 0.212 0.072 0.074 .0.226 245 0,140 0.347 0,074 =0,064 0.076 0.075 0.377 746 =0.781 -0.694 *0.589 •0.457 •0.566 =0,547 •0.195 51 UDR 247 0.651 1,347 2,320 -2,507 1,706 1,064 =3,084 246 •0.111 •1.024 1.667 9.082 1,197 0,499 5,363 249 =0.214 •1.182 .2.064 =6.366 =1.424 =0.760 .5.694 250 0,662 1,449 •1.243 3.613 =0,607 .0.307 4.071 251 1.203 1,765 .1,150 4.200 0,409 1.966 5,789 252 •0.766 •1.702 =2,295 •6.107 .0.603 0.664 •4.645 253 4,826 •1,697 1.361 5.186 •0.162 •1.669 3,702 254 1.207 1.719 2.646 •2.724 1.169 •0.316 =4.245 mmonwealth Associates, Inc. Page 11/21 RECEIVED CRY OF TUKWILA JUL 2 0 2000 PERMIT CENTER "*.CLAMP INSULATOR RESULTS CLAMP LC RESULTANT 'NO. NO. FORCE USAOS (L9S) (pct.) 1 1 1 1160 1.0 2 884 0.8 3 906 0.8 4 906 0.8 5 906 0.8 6 906 0.8 7 906 0.8 2 1 2394 2.1 2 2371 2.1 3 9069 8.1 4 9069 8.1 5 1917 1.7 0 1917 1.7 7 1917 1.7 3 1 2394 2.1 2 2371 2.1 3 9069 6.1 4 1917 1.7 S 1917 1.7 6 1917 1.7 1 1917 1.7 1 2395 2.1 2 2371 2.1 3 1917 1.7 4 9069 8.1 5 9069 6.1 6 1917 1.7 7 9069 8.1 1 2395 2.1 2 2371 2.1 3 1517 1.7 4 1917 1.7 5 9069 lot 6 1917 1.7 7 1917 1.7 1 2395 2.1 2 2371 2.1 3 1917 1.7 4 1917 1.7 5 1517 1.7 6 9019 6.1 7 9069 0.1 7 1 2395 2.1 2 2371 2.1 3 1017 1,7 4 1917 1.7 5 1917 1.7 6 0069 8.1 7 1017 1.7 1 460 0.4 2 806 0.4 3 371 0.3 4 371 0.3 5 371 0,3 6 371 0.3 7 371 0.3 1 448 0.4 2 548 0.5 3 355 0.3 4 355 0.3 5 355 0.3 6 355 0.3 7 355 0.3 10, 1 448 0.4 2 146 0.5 3 355 0.3 4 355 0.3 5 345 0.3 6 355 0.3 7 355 0.3 11 1 460 0,4 2 . 506 0.4 3 371 0.3 4 371 0.3 5 371 0.3 4 371 0.3 7 371 0,3 12 1 448 0.4 2 548 0.5 3 355 0,3 4 355 0.3 5 355 0.3 6 355 0.3 ..mmonwea].th Aeaociatee, Inc. Page 12/21 RECEIVED CRY OFTTUKKWIL.A JUL 2 0 2000 PERMIT CENTER • } 7 13 1 2 3 4 1. 6 14 7 1 2 3 4 5 6 7 15 1 2 3 4 5 6 7 16 1 2 3 4 5 4 7 355 448 548 335 355 355 355 355 105 156 69 69 60 60 69 125 106 80 90 00 90 90 250 371 160 160 160 160 160 0.3 0.4 0.5 0.3 0.3 0.3 0.3 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0,1 0.1 0.1 0.2 0.3 0.1 0.1 0.1 0.1 0.1 INSULATOR SUMMARY FOR ALL LOAD CASTS INBUL INSUL MAX LC TYPI NO, USAGE NO (pat! CLAMP ' CLAMP CLAMP CLAMP CLAMP ' CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP LLAMP CLAMP CLAMP CLAMP 1 2 3 4 5 4 7 4 9 11 12 13 14 15 14 1 MAXIMUM MIMS ..r POS. FOR TIN 4. .0 1 .1 3 .1 2 .1 4 .1 5 .1 6 .1 4 .4 2 .5 2 .5 2 .4 2 .5 2 .5 2 .1 2 .2 2 .3 2 R FORCES FOR EACH GROUP OVIR SILECTID LOAD CASES ION, NSO. FOR COMPRESSION • PRINTED CAPACITZIS DO NOT INCLUDE CIA ALLOWABLE STASIS INCREASE FOR WIND LOAD CASES .• GROUP -..•• MAXIMUM FORCSS ••. .-MEMBER SIZI 6 MATERIAL-•.4,••• DATA FOR COMPRESSION CAPACITY •••• .•••• CONNICT!ON CAP. •... MAX. BMCINO RATIOS BOLTS NET LABEL DISC. COMP. LC TINS. LC TYP LONO SHORT THICK. FY LINO. X•X Y•Y Z•Z CH L/R CAP. U00 ND SHIRR SEAR. SECT. USE (kipl (kip) (in) lin) (in) lkei) (It) lkip) (t) (kip) (kip) lkip) (11 1 LEO •2.47 3a 0.93 2 LSO .4.10 3a 4.17 3 LEO •14.60 la 14.01 4 LEO '24.30 36 20,39 5 LSO •34.10 36 32.14 4 LIO •41,41 36 43.01 7 LIO 44.41 3a 49.75 1 LSO •41.13 3a 54,08 3 LIO •73.64 36 66.02 10 LI0 06.31 3,1 45,11 11 LIO •42.72 36 52,44 12 LSO •43.94 36 52.14 13 LIO 45.17 36 12,47 14 LEO 0.00 1 N 0,00 16 XSR •1.74 36 1.74 14 XSR -10.12 3b 10.14 17 XOR •9.95 3b 9,91 10 XOR •11.06 3b 10.21 19 XSR •21,66 3b 31,57 20 XOR *21.17 3b 21,14 21 XOR •21.49 3b 30.11 22 XOR 47.34 3b 20.12 33 XOR •18.56 3b 10,07 24 XOR •13.14 3b 13.37 25 KIM •13.57 3b 13.20 26 OR •13.35 3b 13.32 27 TOP •0.73 1 N 1.91 20 TIC •0.05 30 4.04 mmonwea].th Associates, 31 SAS 34 SAX 3a SAS 34 8AX 34 BAs 34 8As 16 SAX 3a SAX 36 SAX 3a SAS 36 8As 3a OAX 31 OAR 1 N 8As 31 SAs 3b SAX 3b SAX 3b SAE 3b 8As 3b SAE ib SAS 3b SAU 3b SAU 3b SAE 3b SAX 3b SAU 1 N SAE 34 SAE Inc. 3.50 3.50 3.50 3,50 1.00 1.00 5.00 1,00 1.00 6.00 5.00 0.00 1.00 6.00 2,00 2.00 2.00 2.00 2,50 2.50 2.50 3.50 3.50 3.00 3.00 3.50 2.00 1.75 3.50 3,50 3.50 3.10 5.00 5.00 9.00 5.00 5.00 6.00 6.00 1.00 5.00 5.00 2.00 2.00 2.00 2.00 2.50 2.50 2.50 3.00 3.00 3,00 3.00 3.00 2.00 1,75 X0,2600 x0.2500 X0,2500 X0.2500 X0,3125 X0.3125 X0.3125 X0.3125 X0.4375 X0.4375 X0.4371 X0,4375 X0.4375 X0.3750 X0.1675 X0.1475 X0.1675 X0.1875 X0.2500 X0,2500 X0,2500 X0,2500 X0.1875 X0.1575 X0.2500 X0.1075 X0.1075 X0.1075 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33,0 33.0 33.0 33.0 5,1 5,1 5,5 5,7 5.0 6.5 6.7 7,0 4,6 7.1 7.1 10.7 12.0 0.0 8.3 6.3 8,1 8.3 4.3 6.1 6.3 9.2 9.5 11.3 8,6 13.0 6.0 6.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 1.00 0,60 0,30 0.00 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.50 0.57 0.78 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 1.00 1.00 1.00 0.50 0.50 0.00 0.50 0.50 0.50 0.50 0.50 0,50 0.50 0,75 0.78 0.57 1.00 0.50 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 0.50 1,00 1.00 1.00 0.10 0,10 0,00 0.50 0.50 0,50 0.50 0.50 0.50 0.50 0,50 0,57 0,57 1.00 0,50 1.00 1.00 1 1 1 1 1 1 1 1 1 1 1 1 1 0 5 5 5 5 2 2 2 2 2 5 6 5 6 6 100 100 95 70 46 49 42 /6 45 78 0 127 127 124 126 102 99 101 91 103 130 174 140 103 210 39.40 39.40 41.23 40.15 51.44 87,28 16.34 04.04 112,74 104,45 101.45 120.98 113.91 0.00 12.80 12.80 13.20 12,94 26.44 26,69 26.59 37,20 25,26 19.04 17,50 18,65 8.08 5.77 4 15 40 61 43 54 64 46 70 54 59 0 14 82 90 90 74 76 72 77 73 9 1 4 4 4 4 14 14 14 14 14 14 14 14 14 16 2 2 2 2 3 3 3 5 4 3 3 3 2 2 47,09 47.19 47.89 47.89 111.75 111.75 111.75 111,75 111.74 111.75 111.75 111.75 111.75 0.00 15.94 15.96 15.96 15.96 23.95 23.95 23.95 39.91 31.93 23.95 23.95 23.95 15.96 15.96 41,75 44.43 5 48.75 44,43 13 41.75 44.43 35 41,76 44.43 11 142.19 77.30 42 142.19 77.30 11 142,19 77,10 64 142,19 77,30 73 199,06 103.20 46 199.06 103.20 48 199.06 103.20 04 199,06 103,20 16 199.06 103.20 59 0,00 0.00 0 12.19 15.34 14 12.19 15.34 03 12.19 15.34 82 12.19 15.34 91 24.16 30.24 90 24.30 30.24 60 24.30 30.24 90 40,63 41,23 70 24.38 27.69 76 18,28 26.54 73 24.38 37.66 57 18.28 26.73 73 12.19 17.26 16 12.19 14.59 33 Aigin a 21 OTTYOFTUKWILA Elul 2 0.2000 PERMIT CENTER 29 TIC •1.82 is 30 NOR -1.85 3a 31 XOR 0.00 1 N 32 XfR •0.60 3e 33 ARM -14.30 3a 34 ARM •16.83 3a 35 AXOR •3.59 3b 36 ARM -18.56 is 37 ARM •21.91 3c 38 MDR •5.44 3b 39 ARM -11.00 3d 40 ARM •16.81 3d 41 AXOR •3.28 3e 42 AOR 0.00 1 N 43 ASR -0.04 2 C 44 AOR •4.23 2 S 45 ENO 0,00 1 N 46 ENO -3,22 1 N 47 ENO -1.42 1 N 48 OR •9.49 lb 50 NOR -0.42 2 S 51 NOR •6.37 3b 92 LSO -64.34 3a 53 P.yt. • l , 9. 3b 4.66 3a SAS 1.75 X 1.75 X0,1875 2.44 3a SAS 2.50 X 2.50 X0.1875 0.75 3b 8AR 1.75 X 0.00 X0.1875 0.79 3e SAS 1.75 X 1.75 X0.1875 12.87 3a SAU 3.50 X 2.50 X0.2500 14.78 3a SAU 3.50 X 2.50 X0.2500 3.43 3b SAS 1.75 X 1.75 X0.1875 16,47 3c SAS 3.50 X 3.50 X0.2500 18.92 3c SAE 3.50 X 3.50 X0.2500 5.29 3b SAS 1.75 X 1.75 X0.1875 10.99 3d SAU 3.50 X 2.50 X0.2500 14.81 3e SAU 3.50 X 2.50 X0.2500 3.57 3e SAS 1.75 X 1.75 X0.1875 0.70 1 N SAU 3.00 X 2.00 X0.1875 1.31 1 N SAU 3.00 X 2.00 X0.1875 5.95 2 S SAU 3.00 X 2.00 X0.1875 2.38 3b SAS 2.00 X 2.00 X0,1875 6.46 34 SAS 2.00 X 2.00 X0.1875 5.43 3e SAS 2.00 X 2.00 X0.1879 9.37 lb SAU 3.50 X 3.00 X0,1875 0.54 2 O SAS 2,00 X 2,00 X0.1875 5.88 3b SAS 3.00 X 3.00 X0,1875 49.85 3a SAS 5.00 X 5.00 X0.4375 M 3,34 1. ?,3!.M NO 54 PSAX -0.19 3e 0,38 3e am 2.50 X 2,50 X0.2500 55 NOR •4.65 lb 4.40 3b SAS 2,50 X 2.50 X0.1875 ••• FOUNDATION LOADS (kip) LC •• JT N0. 15 LAM 234 •• .- JT NO. 16 LAM, 231 •• •- JT NO. LC X•DXR Y-DIR Z -SIR X -SIR Y•OIR Z•DIR X -DZR 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 8.5 0.50 0.75 0.50 33.0 0.S 0.75 0,50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 11.1 1.00 0.50 0.50 33.0 8.5 0.75 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 14.5 0.50 0.50 0.50 33.0 8.5 0.75 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 11.1 1.00 0.50 0.50 33.0 •,8.5 0.75 0.50 0.50 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 6.0 1.00 1.00 1.00 33.0 12.5 1,00 1,00 1,00 33.0 15.6 1.00 0.50 0,50 33.0 12.5 1.00 1.00 1.00 33.0 15.8 0.50 1,00 0.50 33.0 6.0 1.00 1.00 1.00 33.0 7.6 1.00 1.00 1,00 33.0 25.4 0.25 0.25 0.25 11,1 2i,! ...'LS 1.25 33.0 7.1 1.00 1,00 1.00 33.0 9.4 1.00 1.00 1,00 6 210 5.17 6 145 14.03 41414 0.05 4 148 8.05 6 132 25.22 6 122 27.35 5 148 8.84 3 104 35.65 6 125 31.37 5 148 8.84 6 132 25.22 6 122 27.35 5 148 8.84 6 164 11.91 6 164 11.91 6 164 11.91 6 381 2.58 6 303 3.76 6 380 2.60 5 208 9.72 8 183 8.05 6 153 15.89 1 78 113.91 5 .•1 4.43 6 173 14.43 8 229 7.38 31 2 15.96 12.19 14.59 15 2 15.96 12.19 22.96 0 1 7.98 6.09 5.42 10 1 ' 7.98 6.04 14.59 60 3 23.95 24.38 37.66 70 3 23.95 24.38 37.66 41 2 15.96 12,19 14.59 58 4 31.93 32.50 45.09 70 4 31.93 32.50 45.09 62 2 15.96 12.19 14.59 49 3 23.95 24.38 37.66 70 3 23.95 24,38 37.66 37 2 15,96 12,19 14.59 0 2 15.96 12.19 22.90 0 2 15.96 12,19 22.90 36 2 15.96 12,19 22.90 0 2 15,96 12.19 17.26 86 3 23,95 18.28 17.26 55 2 15,96 12.19 17,26 98 2 15.06 12.19 28.73 5 '2 15,96 12,19 17.26 52 2 15,96 12,19 28.54 56 16 127.71 227.50 103.20 134 2 19.36 16.25 37.31 17 LAOSL 232 s- JT NO. Y -DXR Z•D1R X -0111 38 20 13 13 60 70 29 58 69 45 49 70 29 6 11 49 20 37 45 79 4 52 50 6 4 31.93 32.50 27.93 3 63 2 15,96 12,19 22.96 18 18 LAHL 233 -. Y -0111 Z -OIR 1 N 2 B 3ti 30 3d 3e 5.501 8.670 8.131 10.730 8,113 1,231 10.815 6.125 - 36.423 -2.608 10.118 - 57.249 -8.423 9.672 - 41.470 3.107 6.609 - 18.)66 0.502 1.812 - 55.983 3.127 7.951 - 30.498 3,047 1.712 - 52.976 0.483 3.245 7,940 - 3,796 -5.955 - 2,915 -2.033 - 5.041 17.932 43.205 •27.990 - 25.227 - 21.818 - 15.441 - 18.957 2.828 3.114 6,411 7.480 1.923 7.436 3,235 9.603 5.964 6.557 6.001 6,476 3.232 1,690 ••• LOAD CADS NO. 1 1 NUM MEDIUM • Number of iterations in BAPS • 9 ••• JOINT LOADS AND MEMOIR FORCCD ON JOINTS JT, JT, SXT*RNAL LOADS ON JOINTS (kip) MSMa1R FORCES ON JOINTS (kip) N0. LASE. X•DIR Y•DIR Z -DIR X•DIR Y•DfR Z -SIR 17.440 -5.521 4).138 -1.417 47,040 0.752 43.779 3.464 41.438 0.724 35.471 0.496 18.098 3.447 6.079 - 34.431 10.070 •57.288 •1.413 12.901 1.442 10.294 •0.554 4.124 0.305 0.744 2.464 4.316 JOINT DXDPLACEMSNT4 (ft) X•DIA Y•DIR Z•DIR 1 LP 0,000 0.013 -0,161 2 11 0.000 0.083 -0.155 3 12 0.000 0.013 4.159 4 13 0,000 0.013 -0.114 1 9P 0.000 0.171 -0.317 6 91 0.000 0,171 -0.367 7 92 0.000 0.171 -0.357 4 33 0.000 0.171 -0.357 9 lip 0.000 1.269 -2.201 10 14X 0.000 1.249 -2.301 11 17P 0.000 1,249 4.275 12 I1X 0.000 1.243 -2.276 12 14P 0.000 L,249 4.207 14 16X 0,000 1.249 4.207 15 23P 0.000 0.000 0,000 14 231 0.000 0.000 0.000 17 232 0,000 0.000 0.000 l4 233 0.000 0.000 0.000 19 I3P 0.000 0.799 -0,992 20 28 0.000 0,113 4.242 21 21 0.000 0.113 -0,243 22 22 0,000 0,113 -0.242 23 23 0,000 0.113 4.242 24 31 0.000 0.079 -0.131 25 31 0.000 0.079 -0,131 24 32 0,000 0.079 -0.131 27 33 0.000 0.079 -0.131 28 48 0.000 0.089 -0.174 29 41 0.000 0.099 -0,176 30 42 0,000 0.099 -0,174 31 43 0.000 0.099 -0,174 32 55 0,000 0.126 •0.321 33 51 0.000 0.126 -0,321 34 52 0.000 0.126 -0.321 35 53 0.000 0.126 -0.321 36 65 0.000 0.105 •0,226 37 41 0.000 0.105 •0.224 39 62 0.000 0,105 -0.226 39 63 0.000 0.105 -0,226 40 75 0.000 0,115 -0.264 41 71 0.000 0.115 -0.264 ..mmonwealth Associates, Inc. •0.000 -0.000 0.000 0.000 0.000 •0,000 0,000 • 0.000 -0.000 •0.000 • 0.000 - 0.000 • 0,000 -0,000 5,501 -2.401 2.421 - 5,121 -0.000 0.000 0.000 •0.000 -0.000 0.000 - 0.000 0.000 -0.000 0.000 •0.000 0.000 -0.000 -0,000 •0,000 0,000 0,000 0,000 0.000 •0.000 -0.000 0.000 -0,000 -0.013 -0.013 -0.013 -0.063 -0.171 -0.171 •0.171 - 0.171 -1,349 - 1.249 - 1.268 -1.348 -1.348 -1.248 4.125 3,245 3.144 4,070 -0,799 -0,113 - 0.113 - 0,113 •0,113 -0,079 •0.079 -0,079 •0,079 -0.049 - 0,099 -0.049 -0.099 -0.126 -0.126 -0.126 -0.126 -0,105 •0.105 •0,105 -0.105 -0.115 -0.115 0,154 0.155 0.155 0,165 0.357 0.357 0.357 0.307 2.201 2.201 2.275 2.276 2.207 2.207 - 34.423 17.932 17.440 •36.431 0.992 0,243 0,242 0.242 0,242 0.131 0,131 0,131 0,131 0.176 0,176 0.174 0.176 0.321 0.321 0,321 0.321 0.224 0.224 0.226 0.226 0,264 0.264 - 0.000111 - 0.000170 - 0.000318 - 0.000440 - 0.000013 - 0.000201 0,000008 - 0,000223 - 0.000451 - 0.000399 •0.000321 - 0.000211 - 0.000195 - 0.000128 0.000000 0.000000 0.000000 0.000000 - 0,000514 •0.000350 - 0,000343 - 0,000494 - 0,000512 •0.000069 •0,000232 •0.000517 - 0,000442 - 0.000000 - 0.000927 0.00024) - 0.000445 - 0,000147 - 0.000224 •0.000344 - 0.000449 0,000297 - 0.000435 - 0.000056 •0,000795 0.000292 - 0.000745 ,22341) .221947 .221935 .222441 .013908 .053147 .053141 .033904 .197428 .199491 . 129304 ,131417 .072035 .07369) .000000 .000000 .000000 .000000 .244441 .198343 .184443 ,194433 .199362 .174509 .174492 ,174470 .174497 .112495 .161904 ,151194 .152642 .170163 ,130475 ,130462 . 130150 .109317 ,109093 .109076 .109299 .090727 .090171 - 0.019010 0.005347 0.005301 - 0.019086 •0.011274 0.002144 0.00210) • 0.011307 • 0.067110 0.04)420 • 0.081444 0.049220 - 0,052293 0.031700 0.000000 0.000000 0.000000 0.000000 •0.007091 • 0.014729 0,005480 0,005433 - 0,014776 •0.014243 0.001805 0.003419 - 0.019330 - 0,017549 0.005318 0.005202 - 0.017596 - 0.016493 0,004947 0.004941 - 0.016540 - 0.015657 0.004654 0.004604 •0.015704 - 0,014544 0,004104 dtAMIA JUL 2 0 2000 PERMIT CENTER 42 72 0.000 0,115 -0.264 43 73 0.000 0.115 -0,264 44 8S 0.000 0.162 -0.377 45 8i 0.000 0.162 -0,377 46 82 0.000 0.162 -0.377 ,-. 47 83 0.000 0.162 -0.377 48 10S 0.000 0.283 -0.760 49 101 0.000 0.148 -0,320 SO 102 0.000 0.282 -0.747 51 103 0,000 0.282 -0.747 52 11S 0.000 0.278 -0.773 53 111 0.000 0.143 -0.333 54 112 0.000 0.277 -0.760 SS 113 0.000 0.277 -0.760 56 12S 0.000 0,166 -0.319 57 121 0.000 0.083 4.255 S8 122 0.000 0,083 -0,255 59 123 0.000 0,083 -0.255 60 i38 0,000 0.284 -0.524 61 131 0.000 0.185 -0.446 62 132 0,000 0,165 -0,448 63 133 0.000 0,185 4,448 64 14S 0.000 0,458 -0,812 65 141 0.000 0.260 -0,660 46 142 0.000 0.260 -0.640 67 143 0.000 0.260 -0.660 68 198 0.000 0.097 -0.197 69 19Y 0.000 0.097 -0.197 70 208 0.000 0.134 -0.197 71 20X 0.000 0,138 4.197 72 218 0.000 0.147 -0.329 73 21Y 0.000 0.147 -0.329 74 229 0.000 0,204 -0.329 75 22X 0.000 0.204 -0,329 76 249 0.000 0.074 -0.165 77 24Y 0.000 0.074 -0.165 70 259 0,000 0.129 -0.165 79 25X 0.000 0.129 -0.145 -0.000 -0.000 - 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 0,000 0,000 -0.000 0,000 -0.000 0.000 •0.000 0.000 •0,000 -0.000 - 0.000 0.000 0.000 0.000 - 0.400 0.000 - 0.000 -0.000 -0.115 -0.115 -0.162 -0,162 -0.162 -0.162 -0.283 -0.148 -0.282 -0.282 -0.278 -0.143 -0.277 -0.277 -0.166 -0.083 -0.093 -0.093 -0.284 -0.185 -0.195 -0.185 -0.458 -0.260 -0.240 -0.260 -0.097 -0.097 -0.138 -0.138 - 0.147 -0,147 -0.204 -0.204 -0.074 -0.074 •0,129 - 0.129 0.264 0.264 0.377 0.377 0.377 0.377 0.760 0.320 0.747 0.747 0.773 0.333 0.760 1. 0.760 0.319 0.255 0.255 0.255 0.524 0.449 0.449 0.449 0.912 0.660 0.660 0.660 0.197 0.197 0.197 0.197 0.329 0.329 0.329 0.329 0.165 0.165 0.165 0.145 111 LOAD CASE N0. 2 2 EXTREME WIND • Number of iterati0ns in SAPS • 10 ••• JOINT LOADS AND MEMBER FORCES ON JOINTS JT. JT. EXTERNAL LOADS ON JOINTS (kip) MEMBER FORCES ON JOINT)) Ikip) NO. LABEL X -OZR Y -DIR Z -DER X -DIR Y -DIR Z -DIR 0.000356 - 0.000707 0.000322 - 0.000356 0.000041 - 0.000653 0.000152 - 0.000184 0.000153 - 0.000350 0.002494 - 0.001540 0.001642 - 0.002656 - 0.000134 - 0.000041 0.000234 0.000000 0.000202 - 0.000147 0.000344 - 0.000300 - 0.000370 - 0.000565 0.000721 0.000285 - 0.005985 0,006059 - 0,000042 0,000097 - 0.016694 0.016661 - 0.000039 0,000069 - 0.002639 0.002914 - 0.000049 0.000091 0.090152 0.090708 0.072659 0.072846 0.072830 0.072641 0.041204 0.041273 0.041347 0.041313 0.030713 0.029592 0,029651 0.030759 0.020089 0.020096 0.020099 0,020071 0.010474 0.010366 0.010240 0.010340 0.002877 0.002904 0.002719 0.002627 0,020025 0.020028 0.053547 0.053319 0.002599 0,002405 0,077169 0.108074 0.010322 0.010186 0,033308 0.038433 0.004058 - 0.014593 - 0.013144 0.003353 0.003301 - 0.013195 - 0.011505 0.003008 0.002902 - 0.011531 - 0.010732 0.003399 0.003291 - 0.010761 - 0.010936 0.004028 0.003936 - 0.010969 - 0.009603 0.003944 0.003903 - 0.009646 - 0.007205 0.003138 0.003131 - 0,0072(8 - 0.004078 - 0.004151 - 0,004763 - 0.001706 - 0.002633 - 0.002659 0.011246 - 0.014490 - 0.002443 - 0.002450 - 0.002525 - 0.001795 JOINT DISPLACEMENTS (4t) X -DIR Y -DIR 2.01* 1 IP 0.000 2 11 0.000 3 12 0.000 4 12 0.000 5 OP 000 4 91 0.000 7 92 0.000 4 93 0.000 9 16P 0.000 10 16X 0.000 11 17P 0.000 12 17X 0.000 13 11P 0.000 14 18X 0.000 15 23P 0.000 16 291 0.000 17 222 0,000 14 223 0,000 19 1010 0.000 20 20 0.000 21 21 0.000 22 22 0.000 22 22 0.000 24 24 0.000 29 31 0.000 26 32 0,000 27 22 0,000 24 49 0,000 29 41 0.000 30 42 0.000 21 43 0.000 32 99 0.000 32 51 0.000 24 52 0.000 25 93 0.000 36 69 0.000 27 61 0.000 30 62 0.000 29 43 0.000 40 79 0.000 41 71 0.000 42 72 0.000 4) 73 0.000 44 04 0.000 0.112 0.129 0.142 -0.129 0.112 -0,129 0.112 -0.129 0,373 4.291 0,377 4,191 0.377 -0.291 0.773 4,291 2,063 4.435 2.062 4.475 2.042 -1.491 2.062 -1.421 2.042 •1.435 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0,000 0.173 4.947 0.241 -0.202 0.241 -0.202 0,241 4.202 0.241 4.202 0.173 4.109 0.173 •0.109 0.172 4.109 0.17) *0.109 0.195 4.147 0.198 -0.147 0,195 4.147 0.194 *0.147 0.275 0.260 0.275 -0.266 0.276 -0.266 0,275 -0,266 0.229 4.109 0,229 -0.149 0.229 -0,169 0.229 *0.169 0.251 -0.220 0.251 -0,220 0.251 •0.220 0.251 -0.220 0.353 4.314 mmonwealth Associates, Inc, -0.000 - 0,000 0.000 0.000 0.000 - 0.000 0.000 - 0,000 -0.000 -0.000 - 0.000 -0.000 -0.000 • 0.000 1.620 • 4.423 6.411 - 4.417 0,000 0.000 0.000 •0.000 •0.000 0.000 -0.000 0,000 • 0,000 0,000 -0.000 0.000 •0.000 -0.000 0.000 -0.000 0.000 0,000 -0,000 0.000 •Q.000 0.000 -0.000 0.000 -0.000 *0.000 - 0.182 - 0.142 - 0,112 - 0.112 - 0.272 -0.173 -0.173 •0.272 -2,042 -2.061 - 2.042 -2.042 -2,062 - 2.042 10.116 7.940 7,110 10.070 • 0.072 • 0.240 • 0.246 •0.244 -0.240 -0.177 -0.172 -0.173 -0,173 •0.191 -0.195 -0.191 •0.195 -0.275 -0,275 •0,275 -0,275 -0.229 -0.229 -0.229 -0.229 -0.251 -0,251 -0.251 -9.251 -0.353 0.129 0.129 0.129 0.129 0.294 0.294 0.298 0.290 1.475 1.475 1.491 1.411 1.435 1.435 •57.249 41.205 42.124 •57.254 0.547 0.202 0.202 0.202 0.202 0,109 0.109 0,109 0,109 0.147 0,147 0.147 0.147 0.246 0.268 0,268 0.268 0.189 0.189 0.169 0,189 0.220 0.220 0.220 0.220 0.314 - 0.000206 - 0.000482 - 0.000301 - 0.000193 0,000164 - 0,000332 0,000034 •0,000147 0.000174 •0.000714 0.000369 - 0.000742 0,000332 - 0.000940 0.000000 0.000000 0.000000 0.000000 - 0.000225 - 0.000119 •0,000317 •0.000417 • 0.000224 0,000101 • 0.000291 - 0,000384 • 0,000306 0.000562 - 0.001140 0.000515 - 0.000792 0.000056 •0.000290 •0,000261 - 0,000229 0,000671 - 0.000742 0,000220 - 0,000780 0,000048 •0.001133 0.000663 - 0.000902 0.000679 0.314756 0.314541 0.384736 0.314951 0.097465 0.097661 0.097816 0.097900 0.344259 0.245824 0,221279 0.220341 0.129799 0.121104 0,000000 0,000000 0.000000 0,000000 0,422471 0,244527 0.444416 0.145012 0.344722 0.204026 0.304113 0.304310 0,204231 0.266621 0.266202 0.266396 0.266415 0.226807 0.229097 0.229269 0.229000 0.192499 0,192616 0.193001 0.193064 0.160643 0.160545 0.160729 0.161027 0.130156 • 0.026325 0.014795 0.014766 - 0.026316 - 0.015124 0.001011 0.001029 - 0.016124 - 0.102764 0.014661 - 0,122776 0.099992 - 0.079590 0.064941 0.000000 0.000000 0.000000 0.000000 •0.004020 - 0.023990 0,014943 0.014914 - 0.026025 • 0.020422 0,014907 0.014677 • 0.025453 - 0,024421 0.014476 0.014444 •0.024452 - 0.022971 0.013707 0.013676 - 0.023002 - 0.021756 0.013013 0,012902 - 0,021706 - 0.02011) 0.011906 0,011872 - 0.020129 •0.016013 X5/21 Of YQFTUKVVIL,A► JUL 2 0 2000 PERMIT CENTER Irg a§ !t 4S 91 0.000 0.353 -0.314 0.000 -0.353 0.314 •0.000698 0.130326 0.O1036S 46 62 0.000 0.353 -0.314 -0,000 -0.353 0.314 0,000285 0.130518 0.010342 47 83 0.000 0.353 -0.314 0.000 -0.353 0.314 - 0.000689 0.130347 - 0.018030 48 108 0.000 0.673 -0.631 0.000 -0.673 0.631 0.000565 0.075708 •0.015803 49 101 0.000 0.323 -0.266 -0.000 -0.323 0.266 - 0.000341 0.075716 0.009321 50 102 0.000 0.745 -0.615 0.000 -0.745 0.615 0.000183 0.076178 0.009203 51 103 0.000 0.745 -0.615 -0.000 -0.745 0.615 •0.000557 0.076104 - 0.015780 1 52 113 0.000 0.661 -0.642 0.000 -0.661 0.642 0.003601 0.056625 - 0,015150 53 111 0.000 0.311 -0.277 -0.000 -0.311 0.277 •0.003426 0.055745 0.009447 54 112 0.000 0.733 -0.626 0.000 -0.733 0.626 0.003373 0.056262 0.009332 5S 113 0.000 0.733 -0.626 •0,000 -0.733 0.626 •0.003586 0.057041 •0.015148 56 128 0.000 0.329 •0.266 0.000 -0.329 0.266 •0.000611 0.038471 - 0.015725 57 121 0,000 0,182 -0.213 -0.000 -0.162 0.213 - 0.000379 0.038472 0.010336 58 122 0,000 0.182 •0.213 0.000 -0.182 '0.213 0,000381 0.038830 0.010258 59 123 0.000 0.182 -0.213 -0,000 -0.162 0.213 0.000658 0.038788 •0,015742 60 135 0.000 0.578 40,436 -0.000 -0.578 0.436 0.000253 0.021042 - 0.013996 61 131 0.000 0,403 -0.373 -0,000 -0.403 0.373 - 0,000647 0.020976 0,009651 62 132 0.000 0.403 -0.373 0.000 -0.403 0,373 0.000652 0.021017 0,009652 63 133 0.000 0.403 -0.373 0.000 -0.403 0.373 - 0.000177 0.021066 - 0.014066 64 145 0.000 0.917 -0.676 0.000 •0,917 0.676 •0,001836 0.007054 - 0.010654 65 141 0.000 0.568 -0.550 0.000 -0.566 0.550 •0.002418 0.007036 0.007253 66 142 0,000 0,566 -0.550 -0.000 -0.568 0.550 0.002410 0.006667 0,007295 67 143 0.000 0.568 -0,550 -0.000 -0.568 0.550 0.001907 0.006763 - 0.010948 66 196 0.000 0.211 -0,164 -0.000 -0.211 0.164 - 0,007660 0.038330 - 0.003556 69 19Y 0.000 0.211 -0.164 0,000 -0.211 0.164 0.007723 0.038688 . 0,003636 70 209 0.000 0.301 -0.164 -0.000 .0.301 0.164 0.000027 0.128320 .0.000541 71 20X 0.000 0.101 -0.164 -0.000 •0.301 0.164 0.000003 0.098552 •0,000161 72 219 0.000 0.322 -0.274 •0.000 •0.322 0.274 - 0.016866 0.006328 •0,002438 73 21Y 0.000 0.322 -0.274 0.000 -0.322 0.274 0.017139 0.006123 - 0.002679 74 228 0.000 0,445 -0.274 0.000 •0.445 0,274 0,000029 0.111150 0,027643 7S 22X 0.000 0,445 -0.274 0,000 -0.444 0,274 •0.000006 0.214966 - 0,033111 76 249 0,000 0,161 -0.138 -0.000 -0.161 0.138 - 0.003807 0.020720 - 0.002122 77 24Y 0.000 0.161 -0.138 0.000 -0.161 0.138 0.003892 0.020724 - 0,002110 78 239 0.000 0.282 -0.139 0,000 -0.292 0.138 0,000032 0.074672 0.000351 79 2SX 0.000 0.262 •0.139 -0.000 -0.282 0.138 0.000003 0.090346 .0,002099 ••• LOAD CASE NO. 3 36 TX4TL LCf3 NISC Medium (Broken Mire) • Number of iterations in SAPS • 10 ••• JOINT LOADS AND MIMOSA f0RCZ9 ON JOINTS JT, JT. 1XTIRNAL LOADS ON JOINTS (kip) MSMBIR FORCI9 ON JOINTS (kip! JOINIT DISPLACIMINTS (ft) NO. LA9XL X•DIR Y -D :R Z -DIA X -DIA Y -DtR Z -DXR X -DIA Y.DIR Z -DI1% 1 IP 0,000 0.031 -0.129 0.000 2 11 0.000 0.056 -0.129 0.000 3 12 0.000 0.051 .0.125 0,000 4 13 0.000 0.051 -0.129 0.000 1 9P 0,000 0.120 •0.291 0.000 6 11 0.000 0.120 -0.291 0,000 7 92 0.000 0,120 •0.291 0.000 1 9) 0.000 0.120 •0.291 0.000 9 16P 9.000 0.434 •1.163 •9.000 10 16X 9.000 0.434 •1.163 -9,000 11 17P 0.000 0.118 •1.896 0.000 12 I7X 0.000 0.111 -1,194 0,000 13 1610 0.000 0.111 4.140 0.000 14 18X 0.000 0.111 -1.140 0.000 15 239 0.000 0,000 0.000 1.131 16 231 0.000 0.000 0.000 3.107 17 232 0.000 0.000 0.000 5.923 11 233 0.000 0,000 0.000 0.752 If HP 0.000 0.519 •0.127 0.000 20 26 0.000 0.079 •0.202 0.000 21 21 0.000 0,079 •0.202 0.000 22 22 0.000 0,079 •0,202 0,000 23 23 0,000 0,079 .0.202 0.000 24 30 0.000 0,015 •0.109 0.000 25 31 0.000 0.055 -0.109 0.000 26 32 0.000 0.055 *0.109 0.000 27 33 0,000 0.055 -0.109 0.000 21 40 0,000 0.063 -0.147 0.000 29 41 0.000 0,043 •0,147 0.000 30 42 0.000 0,043 .0,147 0.000 21 43 0.000 0.043 •0.147 0.000 32 $0 0.000 0.066 .0.246 0,000 13 51 0.000 0.088 •0.268 0.000 34 52 0.000 0.066 •0.268 0.000 35 53 0.000 0.069 -0.266 0.000 36 60 0.000 0.073 •0.189 0,000 37 61 0.000 0.073 •0.189 0.000 38 62 0.000 0.073 •0,169 0,000 39 63 0.000 0,073 -0,169 0.000 40 78 0.000 0.080 -0.220 0.000 41 71 0.000 0.060 -0.220 0,000 42 72 0.000 0.080 •0.220 0.000 43 73 0.000 0.080 -0420 0,000 44 8S 0,000 0.113 -0.314 0,000 45 81 0.000 0.113 -0.314 0.000 46 82 0.000 0.113 -0.314 0.000 47 43 0.000 0.113 4.314 0.000 .mmonwealth Associates, Inc. • 0.051 0.129 0.474622 .130979 - 0,042957 • 0.051 0.129 0.474643 .1)0702 •0,026913 - 0.051 0.129 0.475026 .130761 0,029140 •0.051 0.129 0,474911 .131034 0.015107 . 0.120 0.298 0.013029 .033443 •0.021411 .0.120 0.291 0.012950 .032118 - 0.013674 • 0.120 0.291 0.003161 .033431 0.014209 - 0.120 0,396 0,062912 .013002 0.006275 .0,434 1.143 0.436927 .114172 - 0.033293 .0.434 1.163 0.437242 .117466 0,030114 •0.111 1.196 0,210495 .077210 •0.051372 -0.111 1.696 0.250116 .079017 0,033021 .0.111 1.640 0.119521 .043843 - 0,033171 • 0.161 1.640 0.119691 .045082 0.016133 9.472 - 41.470 0.000000 .000000 0,000000 • 3.794 - 27.990 0.000000 .000000 0.000000 7.436 47.040 0.000000 .000000 0.000000 • 1.413 12.901 0.000000 .000000 0,000000 -0.559 0.127 0.529447 ,144320 - 0.007312 •0.079 0.202 0.411151 .114125 - 0.042471 -0.079 0.202 0,416215 .116197 •0,021737 •0.079 0.202 0.416445 .114313 0,029632 -0.079 0.202 0,411347 .111144 0.015690 •0.059 0.109 0.351861 .104590 - 0,041434 •0.055 0,109 0.351053 .102249 •0.027937 •0,055 0.109 0.316866 .104725 0,029455 -0.055 0.109 0,356704 .102251 0.015773 -0.063 0.147 0.304224 .091344 •0.039483 .0.063 0.147 0.303795 .090030 •0.036260 •0.063 0.147 0.304819 ,090756 0,031166 -0.063 0,147 0.304267 .090767 0,014974 .0.088 0.268 0,251223 .078060 .0,036394 •0.016 0.244 0.251232 .078025 •0.023922 -0.086 0.264 0.251313 .076360 0.0226059 •0.088 0.268 0.251215 .077831 0.013586 •0.073 0.169 0.202942 .067520 •0.033754 -0.073 0.189 0.202591 .063996 •0.021896 •0.073 0.169 0.202899 ,067390 0.024150 -0.073 0.189 0.202458 464214 0.012313 •0,080 0.220 0.160916 .055564 - 0,030536 -0.080 0.220 0.160360 .054018 - 0.019592 -0.000 0.220 0.161180 .055135 0.021643 •0.080 0.220 0.160552 .054518 0,010717 -0.113 0.314 0,122448 .045042 •0.026727 -0.113 0.314 0.122092 .043725 •0,016963 -0.113 0,314 0.122356 .045222 0.018556 -0.113 0.314 0,121937 .043600 0,008047 Page 16/21 CITY OF TUKWILA JUL 2 0 200O PERMIT CENTER �.. 48 10S 0.000 0.172 •0.631 0.000 •0.172 0,631 49 101 0.000 0.104 -0.266 0.000 40.104 0.266 SO 102 0.000 0.171 -0.615 0.000 -0.171 0,615 51 103 0.000 0.171 -0.615 0.000 •0.171 0.615 52 11S 0.000 0.168 -0.642 0.000 •0.168 0.642 �.; 53 111 0.000 0.100 •0.277 0.000 •0.100 0.277 54 112 0.000 0.167 -0.626 0.000 •0.167 0.626 { , SS 113 0.000 0,167 •0.626 0.000 -0.167 0,626 56 128 0.000 0.100 -0.266 0.000 •0.100 0.266 57 121 0.000 0.048 •0.213 0.000 •0.058 0,213 SA 122 0.000 0.058 •0,213 0.000 •0.058 0.213 59 123 0.000 0.058 -0.213 -0.000 -0.058 0,213 60 138 0.000 0.179 •0,436 0.000 -0.179 ,0.436 61 131 0.000 0.129 •0.373 0.000 -0.129 0.373 62 132 0.000 0.129 -0.373 0.000 -0.129 0.313 63 133 0.000 0.129 -0.373 0.000 -0.129 0.373 64 148 0.000 0.281 •0,676 0.000 •0.281 0.676 - 64 141 0.000 0.182 -0.550 -0.000 •0.182 0,550 - 66 142 0.000 0.182 •0.550 -0.000 -0.182 0,550 - 67 143 0.000 0,182 •0.550 -0.000 •0.182 0,550 - 6A 198 0.000 0,068 -0.164 -0.000 -0.068 0.164 69 19Y 0.000 0,068 -0.164 0.000 -0.068 0,164 70 208 0.000 0.097 •0.164 0.000 -0.097 0.164 71 20X 0.000 0,097 -0.164 0.000 -0.097 0.164 72 138 0.000 0.103 -0.274 •0.000 -0.103 0.274 - 73 21Y 0,000 0.103 -0.174 0.000 •0.103 0.274 74 228 0.000 0,143 -0.274 -0.000 -0.143 0.274 - 74 22X 0.000 0.143 -0.274 -0.000 -0.143 0.274 - 76 245 0.000 0.042 -0,138 -0.000 -0.052 0,1]8 77 24Y 0.000 0,052 •0.1]8 0,000 -0.052 0.138 71 248 0.000 0,091 •0.1]8 0.000 -0.091 0,138 79 25X 0.000 0.091 •0,138 0.000 -0.091 0.138 ••• WAD CASE NO. 4 3b TRAM LC13 NESC Medium (Broken Wire) • Number of ••• JOINT WADS AND MEMBER FORCES ON JOINTS JT, JT. EXTERNAL WADS ON JOINTS (kip) MEMBER FORCES ON JOINTS (kip) NO. LABEL X•DIR Y•DIR Z•DIR X -DZR Y -DIR Z -DIE .058869 0.026296 - 0.022245 .058839 0.024781 - 0.013501 .059075 0.026535 0.015242 .058680 0.024893 0.006673 .039940 0.023037 - 0.020996 .037681 0.014499 - 0.012424 .039446 0.022348 0.014951 .036634 0.015706 0.006621 .019819 0.012668 .0.021783 .020181 0,012603 - 0.012691 .020414 0.013020 0.016099 .019937 0.012885 0.007261 .004846 0.007161 - 0.019135 .004956 0.006212 - 0.010074 .005254 0.007340 0.014505 .004546 0.006532 0.006435 .005309 0.001972 •0,014359 .005137 0,002010 - 0.008029 .004417 0.002203 0.011068 .004950 0,002119 0.004875 .009573 0,012599 - 0.016788 .023991 0,012907 0.009568 .019870 0,033910 - 0.003328 .020255 0.037911 - 0.002493 .021561 0.001793 - 0.003351 .006522 0.001939 - 0.001076 .004558 0.052700 0.007688 .004267 0,077671 - 0.011817 .000832 0.006611 .0.010351 .005889 0.004840 0.006384 .005159 0,023108 - 0.001550 .005539 0,026417 - 0.001910 teratione in SAPO • 10 JOIN' DISPLACEMENTS (Et) X•DIR Y•DZR Z -DIR 1 IP 2 11 3 12 4 13 5 9P 6 91 7 92 1 93 9 16X 17X 110 23P 231 232 233 11P 215 21 22 33 3A 31 32 33 48 41 42 IS St 12 13 68 61 62 43 71 72 73 88 41 12 10 11 12 13 14 11 14 17 11 14 20 21 22 23 21 i 21 29 30 31 32 33 31 30 37 39 40 41 42 43 44 45 44 47 83 0.000 44 108 0.000 49 101 0.000 SO 102 0.000 0,171 nmanwealth Associates, 0.000 0.000 0,000 0.000 0.000 0,000 0.000 0.000 9.000 0.000 9.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.051 0,051 0.058 0.051 0.120 0.120 0,120 0.120 0.434 0.111 0.434 0.111 0.111 0.111 0,000 0.000 0.000 0.000 0.449 0.079 0.079 0.079 0,079 0.041 0.011 0.045 0,041 0.003 0,063 0,063 0,063 0.018 0.018 0,014 0.081 0.073 0.073 0.073 0,073 0.080 0,080 0,080 0,080 0,113 0.113 0,113 0.113 0,172 0.104 - 0.129 -0.129 -0.129 • 0.129 •0.290 • 0,291 •0.291 -0.291 -1.163 -1.140 •1.219 •1.196 • 1.140 - 1.140 0.000 0,000 0.000 0.000 - 0.127 -0.202 • 0.202 • 0.202 -0.202 -0,109 - 0,109 •0,109 • 0.109 • 0.147 '0.147 -0.147 •0.147 - 0.244 • 0.264 -0,260 •0,269 • 0.189 -0.109 • 0.189 •0,189 •0.220 '0.220 •0,220 -0.220 •0,314 '0,314 -0.314 •0.314 '0.631 •0.266 - 0.615 Inc. • • 1 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .730 .512 .234 .464 .000 .00n .000 ,000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .00Q .000 .000 .000 .000 .000 .000 .090 .000 •0.051 • 0.051 • 0.050 • 0,051 • 0.120 • 0.120 •0.120 •0,120 • 0.434 • 0.111 •0,434 •0.118 • 0.111 •0.111 6.609 • 4.955 9.603 1.443 • 0.555 •0.075 • 0.079 • 0,075 -0.079 • 0.065 •0.044 •0,054 • 0.044 •0,063 • 0.063 • 0.063 • 0.063 •0.041 •0,088 •0,018 •0.081 • 0.073 • 0.073 •0.073 •0.073 -0.080 • 0,000 •0.040 •0.080 -0,113 •0.113 •0.113 •0.113 •0.172 '0.104 •0.171 0.129 0,129 0.129 0.129 0,291 0,291 0.291 0.291 1.163 1.140 1.219 1.196 • 1.840 1.140 • •41.346 - 25.237 43.779 10.296 0.127 0.202 0.202 0.202 0,202 0.109 0.109 0,109 0.109 0.147 0.147 0.147 0.147 0.268 0.268 0.268 0.261 0.189 0.189 0.189 0.109 0,220 0.220 0.220 0.220 0.314 0.314 0,314 0.314 0.631 0.266 0.615 .426020 0.070017 4.034109 .323643 0.070584 - 0.020427 .124073 0.173637 0.021313 .427111 0,173135 0.001442 .094244 0.013306 - 0.019166 .055741 0,012961 .0.011464 .054043 0,041140 0.011741 .094309 0.011397 0.004011 .514511 0,107279 4.031116 .101210 0.112634 0.019441 .473095 0.071933 4.044224 .022759 0.077037 0.022014 .220126 0.042019 4.024021 .001199 0.044224 0,022757 .000000 0.000000 0,000000 .000000 0,000000 0.000000 .000000 0.000000 0.000000 .000000 0.000000 0.000000 .415411 0,13)797 - 0.006127 .314119 0.047155 4.033150 . 203147 0.059149 •0.020474 .214047 0.161697 0,021494 .384174 0.161644 0.001763 .337531 0.049954 - 0,033201 .244706 0.049114 - 0.020046 .245321 0,146422 0.021731 .338132 0.144264 0,000036 .294270 0.041402 •0.031907 .208452 0.041723 - 0.019276 .209909 0.129891 0.021164 .294692 0,130106 0.008142 .250650 0.032949 4.030134 .172740 0.034349 - 0.018341 .173271 0.114236 0.020394 .251201 0.114225 0.000341 .207469 0.029149 4.028433 .139179 0.026943 4.017290 .139779 0.099436 0.019348 .207430 0.096739 0.007702 .164948 0,023633 - 0.026164 .109643 0.022739 '0.015748 . 110657 0.082724 0.017572 .140095 0,082194 0,006401 ,132641 0.010526 - 0.023250 .082943 0.037771 - 0.013909 ,083356 0,060631 0.015237 .132317 0,067160 0,005761 .073580 0,006212 - 0.019077 .034864 0,005276 - 0.011439 .035140 0.045009 0.012929 Page 17/21 MINED CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER o§ 51 103 0,000 0.171 •0.615 0.000 -0.171 0.615 0.073495 0.043861 0.004550 52 11S 0.000 0.168 -0.642 0.000 •0.168 0.642 0.057146 0.003046 - 0,018850 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0.016320 - 0.004456 - 0.010572 54 112 0.000 0.167 •0.626 0.000 -0.167 0.626 0.018134 0.040810 0.012837 55 113 0.000 0.167 -0.626 -0.000 -0.167 0.626 0.053956 0.035013 0.004690 S6 12S 0.000 0.100 -0.266 -0.000 -0.100 0.266 0.039807 - 0.007089 - 0.019586 57 121 0.000 0.058 -0.213 0.000 -0.058 0.213 0.000605 - 0.007063 - 0.010803 58 122 0.000 0.058 -0.213 0.000 -0.058 0.213 0.000941 0.032552 0.013927 59 123 0.000 0.058 •0.213 •0.000 •0.058 0.213 0.039962 0,032363 0.005286 60 139 0.000 0.179 -0.436 0.000 -0.179 0.436 0.023167 - 0,009559 - 0.017327 61 131 0.000 0.124 •0.373 0.000 •0.129 0.373 - 0.010311 - 0.010326 - 0.009322 62 132 0.000 0.129 -0.373 0.000 •0.129 0.373 - 0.009975 0.023968 0.012709 63 133 0.000 0.129 •0.373 0.000 •0.129 0.373 0.022900 0.023267 0.004821 64 14S 0.000 0.281 -0.676 -0,000 -0,281 '0.676 0.008924 - 0.010094 - 0.013070 65 141 0.000 0,182 -0.550 -0.000 -0,183 0.550 - 0.015450 - 0,010038 •0.006933 66 142 0.000 0.182 -0,550 -0.000 -0.182 0.550 - 0.014648 0.014459 0.009781 67 143 0.000 0.182 -0.550 -0,000 •0,182 0350 0.009266 0.014335 0.003718 68 199 0.000 0,068 -0.164 -0.000 -0.068 0,164 0.006577 - 0.007079 - 0.015429 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0,026552 0.032408 0.007352 70 20S 0.000 0.097 -0.164 0.000 -0.097 0.164 0.039955 0.032574 - 0.003416 71 20X 0.000 0.097 -0.164 0.000 -0,097 0.164 0.000822 0.042629 - 0.003271 72 219 0.000 0.103 -0.274 -0.000 -0.103 0.274 - 0.021427 - 0,008929 - 0.003329 73 21Y 0.000 0.103 -0.274 0.000 -0.103 0.274 0.012447 0.012822 - 0.001973 74 229 0.000 0,143 -0.274 -0.000 -0.143 0.274 0.008147 0,050391 0.007145 75 22X 0.000 0.143 -0.274 -0.000 -0.143 0.274 - 0.013325 0.081694 - 0,012430 74 249 0.000 0.052 -0.138 -0,000 -0,092 0.138 0,001973 •0,008924 - 0.009274 77 24Y 0.000 0.052 •0.138 0,000 -0,052 0.138 0,008929 0.022414 0.009083 78 259 0.000 0.091 -0.138 0,000 -0.091 0.130 0.022244 0.022744 - 0.001555 79 25X 0.000 0.091 -0.138 0.000 -0.091 0,130 - 0.008746 0,027736 - 0,002157 ••• LOAD CADS NO. 5 3a ML.MA LC63 RISC Medium Woken Mire) • Number of iterations in SAPS • 9 ••• JOINT LOADS AND M6MSER PORC89 ON JOINTS JT. JT. QXTIMIAL LOADS ON JOINTS (kip) MSMOSR PORCSS ON JOINT9 (kip) JOINT DI9PLACVM6NT9 (ft) N0. LAM X•DIA Y•DtR Z -0211 X•DiR Y -DIR 2•DIR X -DIR Y -DSR 2-0111 2 11 3 12 4 13 6 91 7 92 1 9 14P 10 16X 12 17X 13 18P 14 tOX 15 239 1 231 17 232 19 199 20 28 21 22 23 38 2 31 26 1 32 27 33 21 48 2 41 30 42 31 43 32 48 33 52 31 93 34 61 31 42 39 0 78 41 71 42 72 43 73 44 55 45 81 46 53 48 108 49 101 50 102 51 103 52 115 53 111 .000 mmonwealth Assoc .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 .000 ,000 ,000 ,000 ,000 .000 .000 .000 .000 ,000 ,000 .000 .000 .000 .000 0.058 0.061 0.051 0.051 0.120 0,120 0.120 0.120 0.141 0.411 0,434 0.434 0,115 0.111 0.000 0.000 0.000 0,000 0.519 0.079 0.079 0.079 0.079 0.015 0.055 0.095 0.015 0.063 0.043 0.043 0.113 0,011 0.001 0.011 0.051 0.073 0.073 0.073 0.073 0.010 0.050 0.080 0.010 0.113 0.113 0.113 0,113 0.172 0.104 0.171 0.171 0.168 0.100 iates, -0.129 -0,129 -0.129 .0,129 -0.290 •0,291 - 0,291 -0.298 -1.140 -1.140 -1.219 - 1.219 - 1.840 •1.540 0.000 0.000 0.000 0.000 - 0.527 - 0.202 •0.202 - 0.202 • 0,202 - 0,109 -0.109 •0.109 - 0,109 . 0.147 • 0.147 -0.147 - 0,147 •0,205 -0.241 -0,245 - 0,265 -0,119 •0.189 - 0.149 -0,189 -0.220 • 0.220 -0,220 •0.220 -0.314 -0,314 -0.314 -0.314 -0.431 -0.266 -0,615 -0.615 -0.642 •0,277 Inc. 0.000 -0.050 0.129 0.276842 0.141170 - 0,027214 0,000 -0,058 0.129 0.276847 0.140724 - 0.011589 0,000 -0.058 0.129 0.277078 0,140742 0.013690 0.000 -0.050 0.129 0.274974 0.141187 0.000026 0.000 •0,120 0,291 0.067303 0.034160 - 0.017212 0,000 -0.120 0,290 0.067219 0.033787 •0,005742 0.000 -0,120 0.298 0.047315 0.034128 0.009853 0.000 -0.120 0,291 0.067206 0.033175 0.001441 0.000 -0.111 1.140 0.250479 0.121211 - 0.045400 0,000 -0.011 1.140 0.230726 0.124515 0,021669 -9,000 -0,434 1,219 0.206751 0,011517 - 0.031021 •9.000 -0.434 1.219 0.207061 0.012734 0.045457 0.000 -0,110 1.140 0.092577 0,045270 •0.034790 0.000 -0.115 1,540 0.092744 0.041121 0.017906 5.145 1.112 - 55.913 0.000000 0.000000 0,000000 3.127 -2.915 •21,111 0.000000 0.000000 0.000000 5.914 6.557 41.455 0.000000 0.000000 0.000000 0.724 -0454 4,024 0.000000 0.000000 0.000000 0.000 •0.399 0.527 0,302464 0,115191 •0.006017 0.000 •0.079 0.202 0.250416 0.125624 - 0.026911 0.000 -0.079 0,202 0.250447 0,125113 - 0.011430 0.000 -0.079 0.202 0.250590 0,125144 0.015111 0.000 -0.079 0.202 0,250533 0.135444 0.000290 0.000 -0,095 0.109 0.224403 0.110427 •0,024563 0.000 •0.055 0.109 0.224343 0,110195 .0.011335 0.000 -0,055 0.109 0,224244 0.110272 0,015197 0,000 •0.095 0,109 0.224055 0,110382 0.000470 0,000 •0.063 0.147 0.199144 0.094255 . 0,025176 0.000 •0.063 0.147 0.125040 0.095907 •0,011391 0,000 -0.063 0.147 0.199695 0.095139 0.015134 0,000 •0.063 0.147 0.199000 0.096311 0.001254 0.000 -0.050 0,365 0.173057 0.050901 .0,025344 0.000 •0,081 0.265 0,173027 0.013190 - 0.011738 0.000 -0.051 0,265 0.173064 0.011063 0.015133 0.000 •0.011 0.341 0,172953 0.013043 0,002213 0.000 -0473 0.109 0.144 869 0.049690 •0,024474 0.000 -0,073 0.189 0.144405 0.067779 - 0.011644 0,000 4,073 0.199 0.144448 0,069574 0.015439 0.000 -0.073 0.189 0.144119 0.067917 0,002621 0.000 -0.000 0.220 0.115741 0.057352 •0.022830 0.000 .0,050 0.220 0.114502 0.054509 •0.011076 0,000 -0.010 0,220 0.114929 0.056916 0,014300 0,000 -0.040 0.220 0.119227 0.056990 0,002568 0.000 -0.113 0.314 0.093496 0.046126 - 0,020556 0,000 -0,113 0.314 0.093492 0.045557 4.010171 0.000 -0.113 0.314 0.093732 0,046299 0.012613 0.000 -0,113 0.314 0,093272 0,045409 0,002253 0400 -0.172 0.631 0,049459 0.026320 - 0.014039 0.000 -0.104 0,266 0.049750 0.025725 - 0,000466 0.000 -0.171 0.615 0.049995 0.026461 0,011124 0.000 -0.171 0,615 0.049597 0.025809 0.002094 0,000 - 0.169 0.642 0.036070 0.022295 - 0,017192 0.000 -0,100 0.277 0,033672 0.015714 - 0.008241 Page 18/21 NICEIVED afY OF TUKWILA JUL 2 0 2000 PERMIT CENTER S4 112 0.000 0,167 -0.626 0.000 -0.167 0.626 0.035522 0.021565 0.011204 SS 113 0,000 0.167 -0,626 0.000 -0.167 0.626 0.032660 0.016813 0.002448 $6 125 0.000 0.100 -0.266 0.000 -0.100 0.266 0.020454 0.012681 - 0.017888 57 121 0.000 0.058 •0.213 0.000 -0.058 0.213 0,020742 0.012624 •0.008409 ' SA 122 0.000 0.098 -0.213 0.000 -0.058 0.213 0.020939 0.012929 0.012251 S9 123 0.000 0.058 -0.213 0.000 -0.058 0.213 0.020538 0.012824 0.002974 60 13S 0.000 0.179 -0.436 0.000 -0.179 0.436 0.008046 0.006916 •0.015935 61 131 0.000 0.129 -0.373 0.000 -0.129 0.373 0.000071 0.006224 •0.007357 62 132 0.000 0.129 -0.373 0.000 -0.129 0.373 0.008368 0.007003 0.011334 63 133 0.000 0.129 •0.373 0.000 -0.129 0.373 0,007716 0.006464 0,002903 64 148 0.000 0.281 -0.676 -0.000 -0.281 0.676 •0.001252 0.001809 - 0.012079 65 141 0.000 0,182 4.550 0.000 -0.182 0,550 - 0.001143 0.001847 - 0.005525 66 142 0.000 0.182 -0.550 -0.000 -0.182 0.550 - 0.000436 0.001957 0.008811 67 143 0.000 0.182 •0,SS0 -0.000 -0.182 0.550 - 0,000914 0.001879 0.002160 68 145 0.000 0,068 -0.164 -0.000 -0.068 0.134 0.012707 0.012614 - 0.012767 69 19Y 0.000 0.068 -0.164 0.000 -0.068 0.164 0.024425 0.012832 0.005945 70 20S 0.000 4,097 -4.164 0.000 -0,097 0.164 0.020493 0.034077 - 0,003481 71 20X 0.000 0,097 -0.164 0.000 -0.097 0,164 0.020813 0.037556 - 0.002196 71 219 0,000 0,103 -0.274 -0.000 -0,103 0.274 - 0.016644 0.001647 - 0.002611 73 21Y 0.000 0,103 -0.274 0.000 -0.103 0.274 0,010997 0.001721 •0.001748 74 229 0.000 0.143 -0.274 -0.000 -0.143 0,274 •0,000956 0.052035 0.007589 75 22X 0.000 0,143 •0.274 -0.000 -0.143 0.274 - 0.000712 0,077648 •0.011815 76 249 0.000 0.052 -0.130 -0.000 -0,052 0.136 0.004594 0.004511 - 0.007993 77 24Y 0.000 0.052 •0.138 0.000 -0.052 0.138 0,009331 0.006458 0,004078 70 258 0,000 0,091 -0.128 0.000 -0,091 0.138 0,007978 0.022713 - 0.001703 79 14% 0.000 0.091 -0.138 0.000 -0,091 0,138 0,008293 0,026410 - 0.001819 111 LOAD CA98 NO. 6 3d BLUBR LC13 N89C Medium (Broken Wire) • Number of itereeione in SAPS + 9 111 JOINT t.OADB AND MfiMBBA FORC89 ON JOIm o JT. JT. 6XTBANAL LOADS ON JOINTS (kip) M8MOIR FORCBB ON JOINTS (kip) JOINT 0X0PLACfiMfi)1T9 (ft) NO. LAM X -D1A Y -0/A 2.018 X -DIR Y -OIR 2 -DIA X•DXA Y•DIA 2•DIR 1 30 0.000 0.058 -0.129 0.000 -0.058 0.129 0.121674 0.141424 - 0.018494 2 11 0.000 0.054 -0.129 0.000 -0.051 0,129 0.120641 0.148185 - 0.001976 3 12 0.000 0.031 -0.129 0,000 -0,048 0.129 0.121133 0.148110 0.007622 4 13 0,000 0.041 -0.129 0.000 -0.051 0.129 0,121753 0.144621 - 0,001197 5 9P 0.000 0.120 -0.294 0.000 -0,120 0,298 0,041394 0.0)4942 - 0.012747 4 91 0.000 0.120 -0.298 0.000 -0.120 0.294 0.041417 0.034377 - 0.003115 7 92 0.000 0.120 -0.291 0.000 -0.120 0.294 0.091623 0.034943 0.005444 8 93 0.000 0.120 -0.244 0.000 -0.120 0.291 0.041443 0.034429 - 0,003422 9 t4P 0.000 0.111 -1.140 0.000 -0.184 1.140 0.119379 0.171793 4.047130 10 14% 0.000 0,114 -1.140 0.000 4,111 1.140 0,119520 0.133095 0.020017 13 179 0.000 0.148 -1.196 0.000 -0,111 1.194 0.092147 0,015217 - 0.057453 12 17X 0.000 0.144 -1.194 0.000 -0,410 ' 1.094 0,092340 0,007130 0.031002 13 18P 4.000 0.434 •1.163 -9.000 -0.434 1.163 0,012909 0.044193 - 0,027300 14 18X 9.000 0.434 -1.163 4.000 -0,434 1,163 0.002913 0.047704 0.029334 11 23P 0.000 0.000 0.000 1.235 7.991 - 90.491 0,000000 0,000000 0.000000 14 231 0.000 0,000 0.000 3.017 -2,033 - 19.641 0,000000 0,000000 0.000000 17 232 0,000 0.000 0.000 4.001 4.476 35.471 0.000000 0.000000 0.000000 14 233 0.000 0.000 0.000 0.496 0,301 0,741 0,000000 0.000000 0.000000 19 1110 0.000 0.119 •0.127 0.000 -0,119 0.027 0,137794 0.144119 4.005423 20 20 0.000 0.079 -0.202 0.000 •0.079 0.202 0,119499 0.132222 - 0.011212 21 21 0.000 0.079 4.202 0.000 4,079 0.202 0.119127 0,132439 - 0.001114 22 22 0,000 0.079 -0.202 0.000 - 0.079 0.202 0.119407 0.132434 0.007732 23 23 0.000 0.079 -0,202 0.000 -0,079 0.202 0.119373 0.132214 - 0.001414 24 30 0.000 0,054 -0.109 0.000 -0.099 0.109 0.110392 0,114041 - 0.017949 21 31 0.000 0.011 -0.109 0.000 -0,059 0.109 0,110314 0.116017 •0.001427 24 32 0.000 0.014 4.109 0.000 -0.001 0.104 0.110040 0.114013 0.007771 27 33 0.000 0.019 4.104 0.000 •0.055 0.109 0.109922 0.114042 •0.001392 28 40 0.000 0.063 -0.147 0.000 -0.063 0.147 0,101375 0.101324 4,017404 29 41 0.000 0.063 -0.147 0.000 4,043 0.147 0,100940 0.100649 4,001929 30 42 0.000 0.063 •0.147 0.000 -0.043 0.147 0.101029 0.100444 0,007444 31 43 0.000 0.063 •0.147 0.000 -0,063 0,147 0.101145 0.101)19 - 0.007413 32 50 0.000 0,040 -0,244 0.000 •0.044 0.241 0,092366 0,045974 - 0.016621 33 51 0.000 0.014 4.260 0.000 •0,044 0,264 0.092324 0,086229 - 0.002121 34 52 0.000 0.014 4.264 0.000 •0,018 0.260 0.092212 0.046223 0,007474 35 53 0,000 0440 -0.261 0.000 -0,084 0.241 0.092124 0,085944 - 0.007034 34 48 0,000 0,073 -0,119 0.000 -0.073 0.149 0.013344 0.071963 - 0,014017 37 41 0.000 0.073 -0,187 0.000 -0,073 0.149 0.082447 0,071704 •0,002325 34 62 0,000 0.07) -0.144 0,000 -0,073 0.149 0,083135 0,071447 0,007269 39 43 0.000 0.073 -0.189 0.000 -0,073 0.149 0,042601 0,071976 4.006433 ,= 40 74 0.000 0.040 -0.220 0.000 -0,040 0.220 0.074514 0.059384 - 0,015204 41 71 0.000 0.080 -0.220 0.000 •0.080 0.220 0.073459 0.054949 - 0.002670 42 72 0.000 0.080 -0.220 0.000 -0.040 0.220 0.074538 0,059061 0,006909 43 73 0,000 0.080 -0.220 0.000 -0,040 0.220 0.073786 0,059244 - 0.005614 44 48 0.000 0.113 •0.314 0.000 -0.113 0.314 0.065155 0.046444 - 0.014307 49 81 0.000 0,113 -0.314 0.000 -0,113 0.314 0.064646 0.048150 •0.003201 44 42 0.000 0,113 4.314 0.000 -0.113 0.314 0.065003 0.046504 0.006509 47 43 0.000 0.113 •0.314 0.000 -0,113 0,314 0.064504 0.048073 .0.004507 48 104 0,000 0.172 -0.631 0.000 -0,172 0.631 0.040852 0,026269 - 0,013854 49 101 0,000 0.104 •0466 0.000 =0,104 0.266 0.040654 0,026740 .0,004254 50 102 0.000 0.171 -0.615 0.000 -0,171 0,615 0.040930 0.026367 0,007005 51 103 0.000 0,171 •0,615 0.000 -0.171 0.615 0.040512 0.026794 - 0.002446 52 113 0.000 0.168 -0,642 0,000 •0.168 0.642 0.032215 0.021606 •0.013389 53 111 0.000 0.100 -0.277 0.000 -0.100 0.277 0,029666 0.016876 .0,004062 54 112 0.000 0.167 •0.626 0.000 •0.167 0.626 0.031598 0.020830 0.007449 55 113 0.000 0,167 •0.626 0.000 -0.167 0,626 0.028696 0.017872 - 0.001736 56 125 0.000 0.100 -0.266 0.000 -0,100 0.266 0.021091 0.012693 •0.013998 .,nmonwealth Associates, Inc. Aalm 19/21 CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER 57 121 0.000 0.058 •0.213 0.000 -0.058 58 122 0.000 0.058 -0.213 0.000 •0.058 S9 123 0.000 0.058 -0.213 0.000 -0.058 60 13S 0.000 0.179 -0,436 0.000 •0.179 61 131 0.000 0.129 -0.373 0.000 •0.129 62 132 0.000 0.129 -0.373 0.000 -0.129 63 133 0.000 0.129 -0.373 0.000 •0.129 64 149 0.000 0.281 40.676 -0.000 -0.281 65 141 0.000 0.182 -0.550 0.000 •0.182 66 142 0.000 0.182 •0.550 -0.000 •0.182 67 143 0.000 0.102 •0.550 -0.000 •0.182 68 199 0.000 0.068 -0.164 -0.000 -0.068 69 19Y 0.000 0.068 -0,164 0.000 -0.068 70 203 0.000 0.097 -0.164 0.000 •0.097 71 20X 0.000 0.097 -0.164 0.000 •0.097 72 219 0.000 0,103 -0.274 -0.000 •0.103 73 21Y 0.000 0.103 •0.274 0,000 -0.103 74 229 0,000 0.143 -0.274 •0,000 -0.143 75 22X 0.000 0.143 -0.274 -0.000 -0.143 76 249 0.000 0.052 •0,138 -0,000 •0.052 77 24Y 0,000 0.052 -0.130 0.000 -0.052 78 259 0,000 0.091 -0.138 0.000 -0.091 79 2SX 0,000 0.091 -0.138 0.000 -0.091 0.213 0.021290 0.012649 - 0.004135 0.213 0.021464 0.012840 0.008402 0.213 0.021152 0.012760 •0.001316 0.436 0.011251 0.006665 - 0.012736 0.373 0.011180 0.006245 •0.003841 0.373 0.011480 0.006660 0.008161 0.373 0.010896 0.006401 - 0.000632 0.676 0.002809 0.001647 - 0.009798 0.550 0.002847 0.001685 - 0.003022 0.550 0.003545 0.001710 0.006552 0.550 0.003131 0.001638 - 0.000159 0,164 0.014732 0.012630 •0.009903 0.164 0.024758 0.012757 0.002309 0.164 0.021123 0.034155 - 0.003645 0,164 0.021364 0,037317 •0.001976 0.274 - 0.012043 0.001502 •0.001919 0.274 0.015295 0.001506 - 0.002394 0.274 0.002652 0,051528 0.007514 0.274 0.002841 0.077541 - 0.011799 0.138 0.000049 0.006412 - 0,005681 0.138 0.012547 0,006475 0.001802 0.138 0.010803 0,022386 - 0.001845 0.138 0,011043 0.026357 - 0.001722 ••• LOAD CASS NO. 7 3e MR&SR LC03 Ng9C Medium (Broken Wire) • Number of iterations in SAPS • 9 ••• JOINT LOA09 AND MfiM9E1 ?ORCfi9 ON JOINTS JT. JT. RXTcaNAL LOADS ON JOINTS (kip) NSM=BR ?ORCfi9 ON JOINTS (kip) JOINT DISPLACSMfiNTR (!t) N0. LABfiL X -DIR Y•DIR 2.01R X•DIR Y•DIR 2.0111 X -DIR Y•DIR 2 -DIR 1 IP 0.000 0.058 -0.129 2 11 0.000 0.058 -0.129 3 12 0.000 0.098 -0.129 4 13 0.000 0.068 -0.129 9 99 0.000 0.120 -0.298 6 91 0.000 0.120 •0.298 7 92 0,000 0.120 -0.298 8 93 0.000 0.120 -0.298 9 16P 0.000 0.188 •1.640 10 16X 0,000 0.118 .1.140 11 179 9.000 0.434 -1.219 • 12 17X 0.000 0.181 -1.691 13 14P 9.000 0.434 -1.193 • 14 11X 0.000 0.686 -1.640 15 239 0.000 0.000 0.000 1 14 231 0.000 0.000 0.000 17 232 0.000 0.000 0.000 19 233 0.000 0.000 0.000 19 15P 0.000 0.519 -0.127 20 2S 0.000 0.070 •0.202 21 21 0.000 0.079 -0.202 22 22 0.000 0.079 4,202 23 23 0.000 0.079 •0.202 24 30 0.000 0.015 •0.109 21 31 0.000 0.059 -0.100 2d 32 0.000 0.055 -0.100 27 33 0.000 0.055 .0.109 28 49 0.000 0.043 -0.147 29 41 0.000 0.063 •0.147 30 42 0.000 0.063 •0.147 31 43 0.000 0.043 .0.147 32 38 0.000 0.090 -0.268 33 11 0.000 0.016 .0,268 34 62 0.000 0.011 .0.248 39 33 0.000 0,018 •0.249 36 48 0.000 0.073 •0.169 37 41 0.000 0.073 •0.119 38 62 0.000 0.073 •0.109 39 63 0.000 0.073 •0.149 40 78 0,000 0.060 •0,220 '• 41 71 0,000 0.080 -0.220 1 42 72 0.000 0.080 •0.220 = 43 73 0.000 0.000 .0.220 44 68 0,000 0,113 .0.314 45 91 0.000 0,113 •0.314 46 62 0.000 0.113 •0.314 47 83 0.000 0.113 •0.314 40 108 0.000 0.172 .0.631 49 101 0.000 0,104 -0.266 50 102 0.000 0,171 •0.615 51 103 0,000 0,171 •0.615 52 118 0.000 0.160 •0,642 53 111 0,000 0,100 •0.277 54 112 0.000 0.167 •0.626 55 113 0.000 0.167 •0.626 56 128 0,000 0.100 .0.266 57 121 0.000 0.058 .0.213 58 122 0.000 0.056 •0.213 59 123 0,000 0.054 .0.213 nmonwealth Associates, Inc. .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .611 .405 .232 .447 ,000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ,000 .000 .000 .000 .000 .000 .000 •0,058 0.129 .0.058 0.129 -0.038 0.129 •0.058 0.129 -0,120 0.298 -0.120 0.298 -0.120 0.208 -0.120 0.291 -0.816 1.840 •0.110 1.140 -0.434 1.219 • 0.491 1.106 • 4.434 1.183 4,614 1.140 - 5.712 .52.074 -5.041 - 18.957 1.490 30.001 2.468 4,314 -0.559 0.927 4.079 0.202 •0.070 0,202 • 0.079 0.202 -0.070 0,202 4.055 0.109 • 0.055 0.105 •0.053 0,109 • 0.013 0.109 .0.043 0.147 -0.063 0.147 • 0.063 0.147 •0.063 0.147 •0.016 0.260 •0.011 0.260 •0.080 0,248 •0.008 0.248 - 0.073 0.189 •0.073 0,109 . 0.073 0.189 •0.073 0.189 .0.000 0.220 •0.080 0.220 -0.040 0.220 •0.080 0.220 •0.113 0.314 •0.113 0,314 •0.113 0,314 -0.113 0.314 •0.172 0.631 •0,104 0.266 .0.171 0.615 •0,171 0,615 •0.168 0.642 •0.100 0.277 •0.167 0.626 •0.167 0.626 .0.100 0,266 •0.050 0.213 •0.050 0,213 •0.050 0.213 .236142 0,09969S - 0.022100 .168124 0,099624 - 0.007083 .168709 0.167945 0.010812 .236626 0.167706 •0.003474 .078442 0,014018 - 0.014594 .040103 0,013771 •0.006638 .040376 0.052773 0.007441 .071441 0.052397 . 0.000160 .339640 0.117997 •0.043448 .029913 0,121041 0,024100 .352027 0,074610 - 0.049362 .039790 0,000137 0,023703 .209123 0.043524 .0.032167 .037407 0,043714 0.016769 .000000 0.000000 0.000000 .000000 0.000000 0.000000 .000000 0.000000 0.000000 .000000 0,000000 0.000000 .219411 0.147411 •0.009762 .211473 0.015004 .0,021940 .110005 0,011623 .0.001993 .111017 0.13 3110 0.010171 .211744 0.193203 •0.003177 .200404 0.070257 •0.021116 .133933 0.070211 •0.004101 .134027 0.139190 0.010192 .200420 0.139321 4,003233 .113344 0,034240 •0.020903 .117041 0,034466 •0.007064 .118293 0.126309 0.010961 .113223 0,127101 •0.002005 .164742 0,044004 .0.020261 .100173 0,041409 4.007431 .100467 0.112664 0.011063 .164994 0,112963 •0.002022 .143412 0,031496 . 0.019071 .064060 0.034933 •0.007441 .004171 0.097594 0,010105 .143016 0,094160 - 0.001904 .123440 0.027004 '0.019444 .069134 0,026960 .0.007301 .070131 0.002013 0.010116 .123067 0,083107 .0,001223 .103506 0.018923 •0.016946 .054746 0.019490 •0.007172 .059164 0,069919 0.009230 .103160 0,069853 •0.000909 .064576 0.004269 .0,015585 .025769 0,006312 •0.006900 .026055 0.045055 0.008063 .064431 0.044047 •0.000009 .053370 0.002445 .0.014962 .012247 •0,003141 .0,006471 ,014131 0,040014 0.009140 .050065 0.036072 0.000459 .040504 .0,006900 •0.015600 .001046 .0.006974 •0.006604 401335 0.032376 0,010137 .040699 0.032213 0.000939 R /21 C!TY OF TUKWILA JUL 2 0 2000 PERMIT CENTER 60 138 0.000 0.179 -0.436 0.000 -0.179 0.436 0.026498 •0.009656 •0,014071 61 131 0.000 0.129 4.373 0,000 -0.129 0.373 •0.007315 - 0.010160 4.005860 62 132 0.000 0.129 -0.373 0.000 -0.129 0.373 - 0.006987 0.023540 0.009578 63 133 0.000 0.129 -0.373 0.000 -0.129 0.373 0.026203 0.023110 0.001245 , 64 148 0.000 0.281 -0.676 -0.000 4.281 0.676 0.013085 - 0.010149 - 0.010757 65 141 0.000 0.182 -0.550 •0.000 -0.182 0.550 - 0.011534 - 0,010093 - 0.004459 66 142 0.000 0.182 -0.550 -0.000 4.182 0.550 - 0.010760 0.014143 0.007550 67 143 0.000 0.182 -0.550 •0.000 -0.182 0.550 0.013394 0.014026 0.001196 68 198 0.000 0.068 -0.164 •0.000 •0.06A 0.164 0.009701 - 0.006903 - 0.011411 69 .19Y 0.000 0.068 -0.164 0.000 •0.068 0.164 0.027076 0.032246 0.003706 70 208 0.000 0.091 -0,164 0.000 -0.097 0,164 0.040711 0.030877 4.003835 71 20X 0.000 0.097 4.164 0.000 •0.097 0.164 0.001248 0.040921 •0,002839 72 218 0.000 0.103 4,274 -0.000 -0.103 0.274 - 0.016610 - 0.008978 •0.002604 73 21Y 0.000 0.103 -0.274 0.000 4,103 40.274 0.016845 0.012544 •0.002627 74 228 0.000 0.143 4.274 •0.000 -0.143 0.274 0.011854 0.048391 0.007050 75 22X 0.000 0.143 •0.274 •0.000 -0.143 0.274 - 0.009852 0.080266 4,012213 76 248 0.000 0.052 4.138 -0.000 -0.052 0.138 0.005666 - 0.008884 •0.006927 77 24Y 0.000 0,052 -0.138 0.000 •0,052 0.138 0.011855 0.022147 0.002792 78 248 0,000 0.091 4.138 0.000 4,091 0,130 0.025184 0,021795 4.001791 79 25X 0.000 0.091 •0,138 0.000 -0.091 0.138 4,006108 0.027176 •0.001992 Page 21/21 RENNON? CITY 41: iUKWILA JUL 2 0 2000 PERMIT CENTER , • • , • , • • 17 TOWER ANALYSIS AND DESIGN . (C) 1946-1945, POWER LINE SYSTEMS, INC. 1.. ••1 ANALYSIS IDENTIFICATION s NOTSS OATS AND TIME PROGRAM moron! LICENSED TO' Suspension Tower Type A with 25 Leg extension SCL Tower DU 0/50 4131139 PM Wednesday, May 31, 2000 TOWER Version 4,57 Commonwealth Associates, Inc. ' 40•* Design code ,ASCS-10., ••• NONLINEAR Ammo asoroamsof ttitomit000, PMAXS•0.0224809 (1bs), ASCORM•0,0665210 (1b/ft). DASAT064521.6 (1b/ft), PWITER.3 ••• CLAMPS PROPERTIES CLAMP ATT. MOLDING NO. LAMM CAPACITY MOS) 1 19P 2 14P 3 16X 4 1/P 17X 4 1SP 7 1SX a too 102 10 103 11 11S 12 112 13 113 14 121 15 134 14 144 •004, f ATT NO. 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 112404 PLS.CADD DIRICT LINK DIFINITIONS ATT. !NM SET PHASE SET LASE. TYPE NO. NO. DESCRIPTION SEC IND 1 2 3 4 1 7 10 11 12 13 14 IS 14 15P 14P 14X 17P 17X 1SP 16X 104 102 103 114 112 113 128 134 144 c c c c c c c c c c c c c 00, JOINT DATA JT, JT. NO. LABEL X-COORD. (Ct) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Y.COORD. Z.COORD. X.DIR Y.DIR Z.DIR X.ROT Y.ROT Z.ROT MASTS (St) • 1 IP 3.00 2 11 3,00 3 12 '3.00 4 13 v3.00 5 9P 3.00 4 91 3.00 7 92 .3.00 1 93 .3.00 9 UP 0.00 10 14X 0.00 11 17P 0,00 12 1,7X 0.00 13 15P 0.00 14 1SX 0.00 15 23P 11.18 16 231 13.14 17 233 .13.16 14 233 .13.16 19 1561 0.00 20 29 3.00 21 21 3.00 22 22 -3.00 21 23 -340 3.00 .3.00 . 3.00 3.00 3.00 . 3.00 • 3.00 3.00 13.67 -13.47 17.17 -17.17 13.67 -13.67 13.14 .13.18 -13.18 13.14 0.00 3.00 .3.00 -3.00 3.00 90.00 90.00 00.00 10.00 43.20 43.20 43.20 43.20 14.20 •4.20 47.20 67.20 50.20 50.20 45.00 45.00 .25.00 -25.00 95.67 84.20 84.20 44.20 44.20 Commonwea1th Atasociates, Inc. • • • • • • • • • • FIXED PIM FIXED • • . , . , • • • • • • • • • • • • • FiXiD PIM FIXED FIXED • • 11 1 • • f FiX4D FIXED FIXED PIM • • 1 4 I 1 1 • I • I 1 1 • 1 1 1 1 1 1 1 4 • • 4 1 1 • 4 1 4 1 4 11 1 I • • 11 1 • • • • • • • • 0 0 1 1 1 • f • • • 1 • I 1 • , 1 1 1 0 t • • • • • • • 1 • 1 0 1 1 1 •1 1 1 1 1 • • 11 11 • • • • / 1 ID • • FUMED CVWCFMKINILA Page 1/14 JUL 2 0 2000 PERMIT CENTER 24 35 25 31 26 32 27 33 28 49 29 41 30 42 31 43 32 55 33 51 34 52 35 53 36 65 37 61 38 62 39 63 40 15 41 71 42 72 43 73 44 85 45 81 46 82 47 83 48 109 49 101 SO 102 51 103 52 115 53 111 94 112 55 113 56 129 57 121 SS 122 59 123 60 61 131 43 133 64 149 65 141 66 142 67 143 48 199 60 0 209 71 20X 73 21Y 74 220 75 22X 74 240 77 24Y 75 1 21X 3.00 3.00 -3.00 -3.00 3.00 3.00 • 3.00 -3.00 3.00 3.00 •3.00 •3,00 3.00 3.00 -3.00 -3.00 3.00 3,00 •3.00 .3.00 3.00 3.00 -3.00 -3.00 1.96 3.96 •3.96 -3.96 4.99 4.99 -4.99 • 4.99 6.02 6.02 •6.02 -6.02 7.11 7.10 • 7.15 -7.14 9.41 9.45 • 9.45 • 9.41 6.02 • 6.02 0.00 0.00 9.45 -9.45 0.00 0.00 7.11 • 7.15 0.00 0.00 ••• MATERIAL DATA MAT MAT TYPO DISCRZPT. 3.00 -3.00 -3.00 3.00 3.00 -3.00 -3.00 3.00 3.00 -3.00 -3.00 3.00 3.00 -3.00 -3.00 3.00 3,00 -3.00 -3.00 3.00 3.00 -3.00 -3,00 3.00 3.96 -3.96 -3,96 3.96 4.99 -4.99 •4.99 4.99 6.02 -6.02 -6.02 6.02 7.58 •7.50 -7.58 7.50 9.45 - 9.45 •0.45 9.48 0.00 0.00 4.02 -6.02 0.00 0.00 9.41 - 0.41 0.00 0.00 7.54 • 7,11 78,40 78.40 76.40 78.40 72.90 72.90 72.90 72.90 67.20 67.20 67.20 67.20 61.40 61.40 61.40 61.40 55.90 55.90 55.90 55.90 50.20 50.20 90.20 90.20 36.80 36.80 36.80 36.80 29.90 29.90 29.90 29.90 23,00 23.00 23.00 23.00 12.50 12.90 12.10 12.50 0.00 0.00 0.00 0.00 23.00 23.00 23.00 23.00 0.00 0.00 0.00 0.00 12.50 12.10 12.50 12.50 • • • • • • . • • • • , 11 I . • MODULUS YIELD ULTIMATE MAT SLAB. STRESS STRESS DENSITY (ket) (kea) (kii) (pot) 7 A7 ••• CONNECTION PROPIRTIEO SOLT DOLT TYPE DISCRIPT. 29000.0 33.000 34.467 SOLT DIAMETER (in) HOLM SHEAR DIAM. CAP. (in) (kip) 12 1/0 A7-49T 0.6250 0.4875 7.992 ••• GROUP (0R MARK) ANOLI MEMUIR PROPERTIES GROUP ANO. LONG LABEL DISC. TYP LEO lin) SHORT 11nO 1 490.0 UNIT THICK. WRIGHT AREA lint 11b8 /tt1 (in'21 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RADII OP GYRATION MAT STRESS BOLTS 8/T RX RY RZ TYP OCR TY NO HOLES T C lin) tin) (in) Ikea) 1 LSO SAE 3.50 X 2 LSO SAS 3.50 X 3 LEG SAE 3.50 X 4 LEO SAE 3.50 X 5 LEG SAS 5e00 6 LSO SAE 5.00 X 7 LEO SAX 5.00 X 4 LEO SAE 5.00 X 9 LEG SAE 5.00 X 10 LEG SAS 5,00 X ..mmonwealth Associates, 3.50 X 3,50 X 3.50 X 3.50 X 5.00 X 5.00 X 5,00 X 5.00 x 5.00 x 5.00 X Inc. 0,2500 0.2500 0,2500 0.2500 0.3175 0.3125 0.3125 0.3125 0.4375 0.4375 5.90 5.60 5.00 5.60 10.30 10.30 10,30 10.30 14.30 14,30 1,69 11.50 1,69 11.50 1.69 11,50 1.69 11,50 3,03 13.40 3.03 13.40 3.03 13,40 3.03 13,40 4.10 9.29 4.10 9,29 1,090 1,090 0.694 7 1.090 1,090 0,494 7 1.090 1.090 0,694 7 1.090 1.090 0.694 7 1.570 1.570 0.994 7 1,570 1,570 0.994 7 1.570 1.570 0.994 7 1.570 1.570 0.994 7 1,550 1.550 0.996 7 1.550 1,550 0.986 7 33.00 33.00 33.00 33.00 33,00 33.00 33,00 33.00 33.00 33.00 12 6 2.000 8 12 4 2.000 8 12 6 2.000 8 12 6 2,000 8 12 14 3,200 8 12 14 3.200 8 12 14 3.200 8 12 14 3.200 8 12 14 3.500 8 12 14 3.500 8 Page 2/14 111101IVED CITY OFTUKWILA Jul. 2 0 2000 PERMIT CENTER tpt 11 LEG 9AS 5.00 X 12 LSO SAS 5.00 X 13 LSO SAS 5.00 X 14 LEO SAE 5.00 X 1s x8R SAE 2.00 X 16 X812 SAE 2.00 X 17 X0R SAE 2.00 X 18 X8R SAS 2.00 x 19 XOR SAS 2.50 X 20 XDR SAS 2.50 X 21 XIR SAS 2.50 X 22 X8R SAU 3,50 X 23 X812 SAU 3.50 X 24 XB12 SAD 3.00 X 25 OR SAE 3.00 X 26 x912 SAU 3.50 x 27 TOP SAE 2.00 X 28 TIE SAE 1.75 X 29 TIE SAE 1.75 X 30 MDR SAE 2.50 X 31 XIR BAR 1,75 X 32 XRR 985 1.7S X 33 ARM SAU 3.50 X 34 ARM SAU 3.50 X 34 Anil 9AE 1.74 X 34 ARM SAX 3.50 X 37 ARM SAX 3.40 X 38 AXBR SAS 1.74 X 39 ARM SAU 3.50 X 40 ARM SAU 3.50 X 41 AXOR SAE 1.74 X 42 ASR SAU 3.00 X 43 ASR SAU 3.00 X 44 AIR 3AU 1.00 X 45 ltNO 9AX 2.00 X 44 HMO SAE 2,00 X 47 1tNG SAX 2,00 X 41 t®a SAU 1.50 X 30 NOR SAE 2,00 X 31 OR SAX 3.00 X 52 LEO SAX S,00 x 33 1WR SAU 3,30 X 34 PEAK SAX 2.50 X 33 OR SAE 2,40 X 5.00 5,00 5.00 5.00 2.00 2.00 2.00 2.00 2.50 2.50 2.50 3.00 3,00 3.00 3.00 3.00 2.00 1.15 1.75 2.50 0.00 1,75 2.50 2.50 1.75 3.50 3.50 1.75 2.50 2.50 1.74 2.00 2.00 2.00 2.00 2.00 2.00 3.00 2.00 3.00 5,00 3.00 2,30 2.50 X 0.4375 X 0.4375 X 0.4375 X 0.3750 X 0.1975 X 0.1875 X 0.1875 x 0.1876 X 0.2500 X 0.2500 X 0.2500 x 0.2500 X 0.1875 X 0.1875 x 0.2500 x 0.1875 X 0.iais X 0.1875 X 0,1975 X 0.1875 X 0.1875 x 0.1975 X 0.2500 X 0.2500 X 0.1975 X 0.2500 X 0,2400 X 0.1975 X 0.2500 X 0.2500 X 0.1975 X 0.1875 X 0.1875 x 0.1874 X 0.1875 x 0.1875 x 0.1875 X 0.1074 x 0.1474 x 0.1175 X 0.4375 x 0.2500 X 0,2500 x 0.1174 14.30 14.30 14.30 12.30 2.44 2.44 2.44 2.44 4.10 4.1d 4.10 5.40 4,04 3.71 4.90 4,04 2.44 2.12 2.12 1.07 1.12 2.12 4.90 4.90 2.12 5.90 5.40 2.12 4,90 4.90 2,12 3.07 3.07 3.07 2.44 2,44 2.44 4.04 2.44 7.71 14,30 4,40 4.10 1.07 4.18 4.19 4.19 3.61 0.71 0.71 0.71 0.71 1.19 1.19 1.19 1.56 9.29 9.29 9.29 11.00 8.00 8.00 8.00 9.00 7.75 7.75 7.75 11.25 1,1915.33 1.09 '13.13 1.44 1.19 0.71 0.62 0,62 0.90 0.33 0.62 1.44 1.44 0.62 1.69 1.69 0.62 1,44 1.44 0,62 0.90 0,90 0.90 0,71 0.71 0,71 1,19 0.71 1.09 4.18 1.34 1.14 0.90 9,75 15.33 8,00 6.00 6.00 10.67 9.13 4.00 11.24 11.25 6.00 11.30 11.40 6.00 11.25 11.25 6.00 13.32 13.13 13.32 4.00 4.00 4.00 11.33 4.00 12.23 9.29 11.25 7,75 10.47 1.550 1.550 1.550 1.560 0.617 0.617 0.617 0.617 0.769 0.769 0.769 1.110 1.120 0.939 0.930 1.120 0.617 0.537 0.537 0.779 0.044 0.537 1.120 1.120 0.537 1.090 1.090 0,537 1.120 1.120 0.417 0.946 0.946 0,966 0.417 0.417 0.417 1.120 0.417 0.539 1.530 1.110 0.749 0,771 1.550 1.550 1.550 1.560 0.617 0.617 0.617 0.617 0.769 0.769 0.769 0.914 0.910 0.919 0.930 0.910 0.617 0.537 0.537 0.778 0.054 0.537 0,735 0.715 0.517 1.090 1,090 0.437 0.114 0,715 0.517 0.591 0.591 0.581 0.417 0.417 0,417 0.910 0.417 0.919 1.430 0.914 0.744 0.771 ••• DETAILED (INDIVIDUAL) MEMOIR DATA • PMIPITBD CAPACITIES DO NOT INCLUDE BIA ALLONABL* 0.986 0.986 0.996 0.990 0.394 0.394 0.394 0.394 0.491 0.491 0.491 0.631 0.630 0.596 0.592 0.630 0.394 0.343 0.143 0.494 0.054 0.343 0.544 0.544 0.343 0.694 0.494 0.141 0.544 0.544 0.343 0,439 0.439 0.439 0.194 0.794 0.394 0,430 0.394 0,594 0.944 0.431 0.491 0.493 7 33.00 7 33.00 7 33.00 7 33.00' 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 33.00 7 30./5 7 33,00 7 33,00 7 30.15 7 33,00 7 31.00 7 33,00 7 33.00 7 33,00 7 11.00 7 31,00 7 31.00 7 13,00 7 33.00 7 33.00 7 11.00 7 13,00 7 13,00 7 13.00 7 31,00 7 13.00 7 31.00 7 31.00 7 33.00 7 73.00 7 10.75 7 17,00 7 77.00 7 7).00 7 3).00 7 )3.00 12 14 3.500 0 12 14 3.500 8 12 14 3.500 12 16 3.500 0 12 2 1.500 12 2 1.500 12 2 1.500 12 2 1.500 12 3 1.000 12 3 1.000 12 3 1.000 12 5 1.000 L 12 4 2.000 L 12 3 1.000 12 3 1.000 12 3 1.000 3 12 2 1,000 12 2 1.000 12 2 1.000 12 2 1.000 12 1 1.000 T 12 1 1.000 12 3 1.000 8 L 12 3 1.000 O L 12 2 1.000 12 4 1.000 8 12 4 1.000 8 12 2 1.000 12 3 1,000 8 L 12 2 1.000 8 L 12 2 1.000 12 2 1.000 L 12 2 1.000 L 12 2 1.000 L 12 2 1.000 T 12 3 1.000 T 12 2 1.000 T 12 2 1.000 0 12 2 1,000 O 12 2 1.000 0 12 14 7.300 0 12 2 1,000 A 12 4 2.000 8 12 2 1.000 0 STRESS =RUBS ►0R WIND LOAD CAM CROUP CROUP LONG SHOAT MEMOIR UHCIDBHC8 MAX CAPACITY BCC MKS ORACINO RATIOS HAND. RATIOS LAOBL DBBC. LOO LBO THICK. ►Y NO JO JB MOTH COMP TINA COD COD X.X Y•Y 8.3 WAX L /RY WAR NARNIHOA tin) tint tint tkoll (t"e! (kipol Iklpol 1 LBO 3.30 X 3.30 X 0.2800 33 1 2 3 4 3 4 7 1 33 9 10 11 12 )3 13 14 15 14 13 17 11 19 20 22 21 22 23 24 )3 25 24 27 2/ 33 29 30 31 32 33 33 34 35 34 33 37 31 2 LEO 3.30 X 2.50 X 0 .2500 33 3 LBO 2,50 X 3,40 X 0.2100 4 LBO )40 X 3.30 X 0.2500 1 LBO 3.00 X 5.00 X 0.2125 4 LBO 3.00 X 5.00 X 0.3125 7 LBO 5.00 X 5.00 X 0.3125 4 LEO 5.00 X 5.00 X 0.3125 9 LBO 5.00 X 5,00 X 0,4375 10 LEG 5.00 X 5.00 X 0.4375 Ammonwealth Associates, Inc. IP 11 12 1) 28 21 22 :3 )8 31 33 3) 48 41 42 43 56 31 52 33 48 41 42 43 78 71 72 73 42 41 42 43 9P 91 92 93 105 101 20 21 22 23 38 31 32 33 40 41 42 43 58 31 52 53 43 41 42 4) 78 71 72 73 42 41 42 /3 FP 01 92 93 105 101 102 103 113 111 3.8 3,1 3.3 3.1 3,4 3.4 3.4 1.4 5.5 3.5 3.5 5,5 5,7 5,7 3.7 3,7 1.4 5.4 5,1 3,4 5.3 5,5 5.5 5.5 5,7 5.7 5.7 5.7 7.0 7,0 7,0 7,0 4.5 4,5 4.5 4.5 7.1 7.1 )9.40 )9,40 31,40 39.40 31.40 39,40 )1.40 )1.40 41.2) 41.2) 41.23 41.23 40.15 40.15 40.15 40.15 15,44 45,14 43.44 45.44 47,21 47,21 97,21 47.21 16,)4 16.34 44.34 36.14 04.14 04.94 94,44 94 .44 111.75 111,75 111,75 111.75 100.45 109.45 44,42 44.4) 44.43 44,4) 44,4) 44.43 44.43 44.4) 44.42 44.43 44.43 44.42 44,4) 44.4) 44.4) 44.43 77,30 77.30 77.30 77,30 77.30 77,10 77.30 77.30 77,30 77,30 77.30 77.30 77.30 77.30 77.30 77.30 103.20 103.20 103,30 103.20 103,20 103.20 3 3 3 3 3 3 3 3 3 3 ) 3 3 3 3 3 3 3 1 3 3 3 3 3 3 3 3 2 2 3 3 3 3 3 3 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 0,50 0.50 0.50 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.09 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 0.50 0.90 0.50 0,50 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0,50 0.50 0,50 1.00 1,00 1.00 1.00 1.00 1.00 44 44 44 44 44 44 44 44 41 41 41 41 43 43 4) 44 44 44 44 42 42 42 43 44 44 44 44 27 27 27 27 51 51 51 51 55 55 44 44 44 44 44 44 44 44 41 41 41 41 43 43 4) 44 44 44 44 42 42 42 42 44 44 44 44 27 27 27 :7 51 51 51 51 55 55 100 100 100 100 100 100 44 f5 44 44 91 ff SO 70 70 70 44 44 4i 46 44 49 49 60 42 42 42 42 40 40 40 10 46 66 Page 3/14 RECEIVED CI Y OF TUKWIIwA JUL 2 0 2000 PERMIT CENTER 1 1 t 39 102 112 40 103 113 11 LXO 5.00 X 5.00 X 0.4375 33 41 1i3 12S 42 111 121 43 112 122 44 113 123 12 LSd 5.00 X 5.00 X 0.4375 33 45 12S 13S 46 121 131 47 122 132 40 123 133 13 LSO 5.00 X 5.00 X 0.4375 33 49 133 143 50 131 141 51 132 142 IS XDR 2.00 X 2.00 X 0.1875 33 53 11p 143 21 54 11 25 5S 12 23 56 13 22 57 iP 23 58 11 22 59 12 21 60 11 25 16 XAR 2.00 X 2,00 X 0.1875 33 61 25 31 62 21 33 63 22 33 64 23 32 65 25 33 66 21 32 67 22 31 68 23 38 17 • XDR 2.00 X 2.00 X 0.1879 33 69 33 41 70 31 43 71 32 43 72 33 42 73 38 43 74 31 42 75 32 41 76 33 40 16 XDR 2.00 X 2.00 X 0.1879 32 77 40 91 71 41 50 79 42 53 10 43 52 81 4S 53 82 41 52 53 42 51 54 43 50 19 XDR 240 X 2.50 X 0.2500 33 55 00 41 53 411 87 12 63 86 53 62 90 s& 42 51 52 41 22 53 0/1 20 XDR 2.50 X 2.50 X 0.2500 33 53 68 71 94 61 7a 9s 62 73 94 63 72 17 48 73 98 61 72 99 42 71 100 43 78 21 XDR 2.50 X 2.50 X 0.2500 33 101 78 11 102 71 OS 103 72 83 105 78 43 100 71 62 107 72 41 Oa 22 XBR 3.50 X 3.00 X 0.2600 33 100 09 6S 91 91 110 81 9P 111 82 93 112 83 92 113 48 93 114 41 92 115 82 91 116 83 9P 33 XDR 3.50 X 3.00 X 0.1475 33 117 9P 101 118 91 100 119 92 103 120 93 102 121 9P 103 122 92 101 124 93 10S 24 XDR 3.00 X 3.00 X 0.1875 33 125 100 111 126 101 113 127 102 113 mmonwealth Associates, Inc. 1 1 1 1 1 1 1 1 1 1 1 .1 .1 .1 .i .1 .7 .7 .7 .7 .8 .8 .9 .8 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 ,3 .3 .i .1 .1 .1 .i .1 .1 .1 .3 .3 ,3 ,3 .1 ,3 .3 ,3 .3 .3 .3 ,3 .3 .3 .3 .3 .1 .1 .1 .1 .1 .1 .1 .1 .3 .3 .3 ,3 .3 .3 .3 .3 .2 .2 .2 .2 .2 .2 .2 .2 .5 .5 .5 .5 .5 .5 .5 .5 .3 .3 .3 109.65 108.65 108.65 108.65 108.65 108.65 111.75 111.75 111.75 111.75 111.75 111.75 111.75 111.75 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12,19 12.19 12.19 12,19 12.19 12,19 12.19 12,19 12,19 12.19 12.19 12,19 12.19 12.19 12,19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 23,95 23.91 23.95 23,95 23.95 23.95 23.11 23,90 23.95 23.95 23.90 23.95 23.95 23.91 23,91 23.95 23,95 23.93 23,95 23.95 23,95 23.95 23,95 23,91 37.20 37.20 37.20 37.20 37,20 37,30 37.20 37,20 24.38 24.38 24.38 24.38 24,38 24.38 24.38 24.38 18.28 18,28 18.28 103.20 103.20 103.20 103.20 103.20 103.20 103.20 103.20 103.20 103,20 103.20 103.20 103.20 103.20 12.19 12,19 12.19 12.19 12.19 12.19 12.19 12.19 12,19 12.19 12.19 12.19 12.19 12,19 12.19 12.19 12,19 12.19 12,19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 12.19 23.95 21.99 23.90 23.95 23.95 21,95 23.95 33,95 23.91 33.93 23.93 23.93' 23.95 23,95 23.93 23.95 23,95 23,95 23,90 23.93 23.95 23.95 22.95 23.95 39,91 39.91 39.91 39,91 39.91 39.91 39.91 39.91 24.36 24.38 24.38 24,38 24.38 24.38 24,38 24.38 18.28 18.26 18.26 1 3 1.00 1.00 1.00 1 3 1.00 1.00 1.00 1 3 1,00 1.00 1.00 1 3 1.00 1.00 1.00 1 3 1.00 1.00 1.00 1 3 1.00 1,00 1.00 1 3 0,50 0.50 0.50 1 3 0.50 0.S0 0.50 1 3 0.50 0.50 0.50 1 3 0.50 0.50 0.S0 1 3 0.50 0.90 0.50 1 3 0.50 0.50 0.50 1 3 0.50 0.50 0,50 1 3 0.50 0.50 0.50 2 2 0.75 0.50 0.90 2 2 0.75 0.50 0.50 2 2 0.75 0.40 0.50 2 2 0.75 0,50 0.50 2 2 0.75 0.90 0,50 2 2 0.75 0.50 0,50 2 2 0,75 0.50 0.50 2 2 0.74 0.50 0.50 2 2 0,75 0.90 0.50 2 2 0,75 0,50 0.50 2 2 0.79 0.50 0.50 2 2 0.75 030 0,50 2 2 0.75 0.50 0.50 2 2 0,75 0.50 0.50 2 2 0,15 0,90 0,50 2 2 0.75 0,50 0,50 2 2 0,75 0.90 0.90 2 2 0.7S 0.50 0,90 2 2 0.75 0,50 0.50 2 2 0,75 0.50 0.90 2 2 0.74 0.50 0.50 2 2 0,75 0.90 0.50 2 2 0,74 0.90 0,50 2 2 0.75 0.50 0,50 2 2 0.75 0.50 0.90 2 2 0,75 0.90 0.50 2 2 0,75 0,50 0.50 2 2 0,79 0,50 0.50 2 2 0,75 0,50 0.50 2 2 0,75 0.50 0.50 2 2 0.75 0,50 0.50 2 2 0.75 0.50 0.50 2 2 0,75 0.50 0.50 2 2 0,75 0.50 0.00 2 3 0,75 0.50 0.50 2 2 0,71 0.50 0.50 2 2 0.75 0,10 0.50 2 2 0.75 0.50 0.50 2 2 0,75 0.50 0,10 2 2 0,75 0.50 0,50 2 2 0,75 0.10 0,50 2 2 0,75 0.50 0.00 3 2 0.75 0.50 0.50 2 2 0.70 0.50 030 2 2 0.73 0,50 0,50 2 2 0.75 0,30 0.50 2 2 0,73 0.50 0.50 2 2 0.75 0,50 0.50 2 2 0,75 0,50 0,50 2 2 0.75 0,50 0.50 2 2 0.75 0.50 0.50 3 2 0.75 0.50 0,50 2 2 0,75 0.50 0,50 2 0,75 0,50 0.50 2 2 0.75 0.50 0.10 2 2 0,79 030 0,50 2 2 0,50 0,75 0,50 2 2 0,50 0.75 0.50 2 2 0,50 0.75 0.10 2 2 0,50 0.75 0.90 2 2 0,50 0.75 0.50 2 2 0.50 0.75 0.50 2 2 0.00 0,75 0.50 2 2 0.50 0.75 0.50 2 2 0.57 0,78 0.57 2 2 0.57 0,78 0.57 2 2 0.57 0.78 9,57 2 2 0.57 0,78 0,57 2 2 0.57 0.78 0.57 2 2 0.57 0,78 0,57 2 2 0.57 0,78 0.57 2 2 0.57 0.78 0.57 2 2 0.76 0.57 0.57 2 2 0.78 0.57 0.57 2 2 0.76 0.57 0,57 55 55 86 5S S5 86 SS 5S 86 5S , SS 86 S5 55 86 SS 55 86 42 42 65 42 42 65 42 42 65 42 42 65 49 49 78 49 49 76 49 49 78 49 49 78 122 81 127 122 81 127 122 81 127 122 81 127 122 81 127 122 81 127 122 81 127 122 81 127 122 81 127 122 81 127 122 91 127 122 81 127 122 91 127 122 81 127 122 91 127 122 91 127 119 79 124 119 79 124 119 79 124 119 79 124 119 79 124 119 79 124 119 79 124 119 79 124 121 60 126 121 80 124 121 60 126 121 60 126 121 60 126 121 10 126 121 50 126 121 60 126 98 65 102 36 65 102 90 41 102 94 65 102 98 65 102 95 65 102 98 4$ 102 95 44 95 96 64 59 9s 64 99 95 64 99 9s 64 99 95 44 99 95 64 99 95 64 99 97 05 101 97 45 101 97 65 101 97 45 101 97 65 101 97 65 101 97 45 101 30 91 88 50 91 88 50 91 60 50 91 88 SO 91 61 90 91 88 50 91 84 50 91 88 56 98 103 58 98 103 58 96 103 58 98 103 58 98 103 58 98 103 58 98 103 58 98 103 113 83 130 113 83 130 113 83 130 R /14 CITY OF TUKWIL,A JUL 2 0 2000 PERMIT CENTER at 128 129 130 131 132 25 OR 3.00 X 3.00 X 0.2500 33 133 134 135 136 137 134 139 140 26 K9R 3.90 X 3.00 X 0.1875 33 141 142 143 144 14S 146 147 144 27 TOP 2.00 X 2.00 X 0.1875 33 149 190 191 152 28 T28 1.79 X 1.79 X 0,1479 33 193 154 29 TIO 1.75 X 1.79 X 0.1879 33 195 156 30 MDR 2.50 X 2.90 X 0.1479 33 197 144 199 160 31 %8R 1.74 X 0.00 X 0.1879 33 141 162 32 XIR 1.74 X 1.75 X 0.1879 33 163 164 33 ARM 3.50 X 2.50 X 0.2900 33 164 166 14 ARM 3.90 X 2.90 X 0.2500 33 167 166 169 170 39 AXSR 1.74 X 1.74 X 0,1679 33 171 172 36 ARM 2.10 X 3.10 X 0.2100 33 173 174 37 ARM 3.10 X 3.10 X 0,3500 33 174 177 171 31 AXIR 1.71 X 1.75 X 0.1171 33 179 110 19 ARM 3.40 X 2.10 X 0.2100 33 111 40 ARM 3.50 X 2.50 X 0.2500 33 113 145 146 41 A%IR 1.75 X 1.75 X 0.1171 33 117 111 42 AIR 3.00 X 2.00 X 0.1175 33 119 110 43 AIR 3.00 X 2.00 X 0.1171 73 191 44 AIR 3.00 X 2.00 X 0.1175 33 194 45 HNO 2.00 X 2.00 X 0.1175 33 195 194 197 191 44 FWO 2.00 X 2.00 X 0.1175 33 199 200 201 202 47 FOlO 2.00 X 2.00 X 0.1175 39 203 304 205 206 41 OR 3.50 X 3.00 X 0,1875 33 207 205 209 210 211 212 213 214 50 WR 2.00 X 2.00 X 0.1575 33 215 214 ..nmonwealth Associates, Inc. 103 112 1 .3 1 .24 18.28 2 10S 113 1 .3 1 .28 18.28 2 101 112 1 .3 1 .28 18.28 2 102 111 1 .3 1 .28 18,24 2 103 115 1 .3 1 .28 18.28 2 11S 19S .6 1 .58 23.95 3 111 19S .6 1 .58 23.95 3 112 19Y .6 1 .58 23.95 3 113 19Y .6 1 .58 23.95 3 11S 20S .6 1 .98 23.95 3 111 20X .6 1 .54 23.95 3 112 20X .6 1 .58 23.95 3 113 20S .6 1 .54, 23.95 3 19S 13S 1 .0 1 .24 18,28 3 19S 131 1 .0 1 .28 18.24 3 19Y 132 1 .0 1 .28 14.24 3 19Y 133 1 ,0 1 .28 18.28 3 2dS 13S 1 .0 1 .24 18.28 3 20X 131 1 .0 1 .24 14,24 3 20X 132 1 .0 1 .24 18.24 3 204 133 1 .0 1 .28 14.28 3 IP 13 .0 .08 12.19 3 11 12 .0 .08 12,19 3 IP 11 .0 .08 12,19 3 13 12 .0 .08 12,19 3 44 41 .0 .77 12.19 3 43 42 .0 ,77 12,19 3 78 71 .0 .77 12,19 3 73 72 .0 .77 12.19 3 9P 93 .0 1 ,19 12.19 3 91 92 .0 12.19 12,19 3 9P 91 .0 12.19 12.19 I 93 92 .0 12.19 12.19 3 1P 12 .5 0.09 5.92 2 11 13 .5 0.05 5.92 2 9P 92 .5 6.09 6.09 2 91 93 .4 4.09 4.09 2 29 21 ,0 23.99 23.94 3 23 22 .0 22,91 21,95 3 24 169 1 .1 23,95 23,93 3 21 14% 1 .1 23.93 23.94 I 22 14X 1 .1 23,95 23.94 3 23 16P 1 .1 21.94 23.93 I 28 22 .4 1,14 12.19 2 21 23 .4 1.14 12,19 2 1A sl .0 31,93 11.91 2 13 52 .0 31.92 31,93 3 11 17P 1 .9 31.37 11,93 3 11 17X 1 .5 31,37 31.93 3 52 17X 1 .5 31,37 31.93 7 43 17P 1 .1 31.37 31.92 3 1S 52 .5 1.14 12,1f 2 11 13 .5 1,14 12.19 2 11 11 .0 23.95 23.98 2 13 12 .0 23,92 23.91 3 OS 1SP 1 .1 23.95 23.95 3 I1 1SX 1 .1 23.91 23.91 I 12 1SX 1 .1 23.91 23,93 2 13 1SP 1 .1 23.95 23.95 3 IS 52 .2 1.44 12.19 2 IS 53 .5 1,54 12.19 2 2S 23 .0 11,91 12.19 3 21 22 .0 11,91 12.19 2 88 53 .0 11.91 12,19 3 51 52 .0 11.91 12.19 3 15 13 .0 11.91 12.19 3 11 42 .0 11.91 12.19 3 19 16P 1 .5 2.58 12.19 3 11 /4X 1 .5 2.14 12.19 3 12 ISX 1 .5 2,55 12.19 3 13 16P 1 .5 2.51 12,19 3 48 17P 1 .4 3,76 17,26 3 41 17X 1 .6 3.76 17,26 3 42 17X 1 .6 3.76 17,26 3 4) 17P 1 .6 3.74 17.24 3 75 1811 1 .5 2,60 12.19 3 71 15X 1 .5 2.60 12.19 3 72 1SX 1 .9 2.60 12.19 3 73 10P 1 .5 2.60 12.19 3 245 142 1 .8 4.72 12.19 3 245 141 1 .8 9.72 12.19 3 24Y 142 1 .8 9,72 12.19 3 24Y 143 1 .5 9.72 12.19 3 255 145 1 .5 9,72 12.19 3 25X 141 1 .5 9.72 12,19 3 25X 142 1 .8 9.72 12.19 3 255 143 1 .8 9.72 12.13 3 126 193 .0 5.05 12./9 3 121 196 .0 5.05 /2.19 3 2 0.78 0.97 0.57 2 0.78 0.57 0.57 2 0.78 0.57 0.57 2 0.74 0.57 0.57 2 0.74 0.57 0.57 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1,00 3 1.00 1.00 1.00 2 1,00 0.50 0.50 2 1.00 0.50 0.50 2 1,00 0.50 0.50 2 1,00 0,50 0.50 2 1,00 0.50 0.50 2 1.00 0.50 0.50 2 1.00 0.50 0.50 2 1,00 0.90 0.50 1 1.00 1.00 1.00 3 1,00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1,00 1,00 3 1,00 1.00 1.00 3 1.00 1.00 1.00 1 1.00 1.00 1.00 3 1,00 1.00 1.00 1 0.50 0,75 0.50 1 0.50 0.75 0.50 1 0.75 0.50 0.90 1 0.74 0.40 0.40 3 1.00 1,00 1.00 3 1.00 1.00 1.00 1 1.00 0.40 0.40 1 1.00 0.40 0.10 1 1.00 0.40 0.30 3 1.00 0.50 0.40 2 0.7S 0.10 0.40 2 0.74 0,40 0.40 3 1,00 1.00 1.00 3 1.00 1.00 1.00 3 0.10 030 0.20 3 0.10 0,50 0.10 2 0.10 0.50 0.10 2 0.80 0.10 0,50 2 0.75 0.10 0.10 2 0.71 0.10 0.40 2 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 0.50 0.50 3 1.00 0.30 0.40 3 1.00 0.10 0.20 3 1.00 0,20 0.50 2 0,74 0.50 0.50 2 0,75 0.20 0.40 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1,00 1.00 3 1.00 1.00 1.00 3 1,00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 1 1.00 0,50 0.80 1,00 0.50 0.50 3 1,00 0,10 0.50 3 1.00 0,50 0.30 3 1.00 1.00 1,00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 3 1.00 1.00 1.00 2 0,50 1.00 0.50 2 0.50 1.00 0.50 2 0,50 1.00 0.50 2 0,50 1.00 0.50 2 0.50 1,00 0,50 2 0.50 1.00 0.50 2 0.50 1.00 0.50 2 0.50 1.00 0.50 3 1.00 1.00 2.00 3 1.00 1.00 1.00 113 83 130 113 43 130 113 83 130 113 '83 130 113 43 130 111 111 174 111 111 174 111 111 174 111 111 174 111 111 174 111 111 174 111 111 174 111 111 174 140 86 124 140 86 124 140 46 124 140 86 124 140 86 124 140 46 124 140 86 124 140 46 124 117 117 183 117 117 143 117 117 143 111 117 183 134 134 210 134 134 210 134 134 210 134 134 210 93 93 145 93 92 145 93 93 145 93 93 149 943 1414 943 L/R s 200 943 1414 943 L/R s 200 142 99 148 142 93 148 64 98 132 44 98 132 /19 90 122 119 90 122 119 90 122 119 90 122 142 94 146 142 91 148 46 46 104 46 46 104 00 80 122 10 40 125 10 10 121 142 91 141 142 91 144 64 95 112 119 90 122 119 90 122 111 90 122 119 90 122 142 95 141 142 95 141 75 123 164 75 123 144 74 121 1s 75 3 16 75 133 144 243 243 311 L/R ti 250 243 247 341 L/R • 290 243 243 351 L/R a 250 247 243 351 L/R * 210 707 151 237 L/R ' 210 303 151 237 L/R * 250 303 111 237 L/R s 250 303 131 237 L/R * 290 242 242 310 L/R > 250 242 242 380 L/R a 250 242 242 350 L/R a 250 242 242 380 L/R s 250 85 201 150 55 205 150 85 205 150 55 205 150 85 208 150 55 205 150 85 208 150 95 200 150 117 117 103 117 117 183 Page 5/11 RECEIVED On OF TUKWILA JUL 2 0 2000 PERMIT CENTER r 55 OR 2.50 X 2.50 X 0.1875 33 52 LSO 5.00 X 5.00 X 0,4375 13 53 XkA 3.50 X 3.00 X 0.2500 13 54 MAX 2.50 X 2.50 X 0.2500 33 51 MR 3.00 X 3.00 X 0.1875 33 ••• TOMAR DUD LOAD ANO DUO ARIAS JT. JT. UHPAClORID DRAG ARIA NO. LAM DUD LOAD X -DZR. Y -DIR. 1k0p1 1tt 421 166 "21 1 IP 0.104 .102 1.211 2 11 0.104 .102 1.211 3 12 0.104 .102 1.211 4 13 0.104 .102 1.211 1 9P 0.231 1 .691 10.191 6 91 0.231 1 .691 10.491 7 92 0.238 1 .491 10.691 1 83 0,231 1 .491 10.691 8 I6P 0.102 .411 20414 10 IIX 0.102 .411 2.414 11 17P 0.144 .344 2,436 12 17X 0.146 .346 2.436 13 10P 0.102 .409 2.436 14 11X 0.102 .408 2.436 11 23P 0.000 .000 0.000 14 231 0.000 .000 0.000 17 232 0.000 .000 0.000 11 233 0.000 .000 0,000 19 IIP 0.070 .340 3.340 20 28 0.161 .447 7,093 21 21 0.141 .447 7,093 22 22 0.141 .647 7.093 23 23 0.141 .647 7.093 34 31 0.011 .914 4.914 21 31 0.011 .914 4,914 26 32 0.011 .914 4.914 2? 33 964 4.914 21 48 0.117 .014 4.919 29 41 0.117 .044 4,089 30 42 0.117 .016 5.489 31 43 0.117 .054 5.589 33 46 0,214 1 .070 7.170 33 51 0.214 1 .070 7.071 34 57 0,214 1 .070 7.071 35 53 0.214 1 .070 7,878 34 46 0.151 .560 4.540 37 61 0.151 .560 6,560 30 62 0,151 .560 6,540 39 43 0.151 .540 4.560 40 79 0.176 .319 7,143 41, 71 0.176 .319 7.103 42 72 0.174 .119 7.183 43 7) 0,176 .319 7.163 44 IS 0.251 1 469 10.115 nmonwealth Associates, Inc. 217 122 19Y 6.0 8.05 12.19 3 219 123 19Y 6.0 8.05 12.19 3 219 12S 20S 6.0 9.05 12.19 3 220 121 20X 6.0 8.05 12.19 3 221 122 20X 6.0 8,05 12.19 3 222 123 20S 6.0 8.05 12.19 3 223 14S 21S 9.4 7.39 12.19 3 224 141 21S 9.4 7.38 12.19 3 225 142 21Y 9.4 7.38 12.19 3 226 143 21Y 9.4 7.38 12.19 3 227 14S 22S 9.4 7.38 12.19 3 229 141 22% 9.4 7.39 12.19 3 229 142 22X 9.4 7.38 12.19 3 230 143 22S 9.4 '.1.38 12.19 3 231 148 23P 25.6 113.91 103.20 1 232 141 231 25.6 113.91 103.20 1 233 142 232 25,6 113,91 103,20 1 234 143 213 25.6 113.91 103,20 1 215 23P 210 28,5 6,43 15.96 3 236 231 21S 28.5 6.41 15.96 3 237 232 21Y 28.5 6.41 15.96 3 239 233 21Y 28,5 6,43 15.96 3 239 239 229 28,5 6.43 15.96 3 240 231 22% 20.5 6.43 15.96 3 241 232 22X 28.5 6.43 15,96 3 242 233 228 28.5 6,43 15.96 3 243 1P 1SP 7.1 14.63 27.93 1 244 11 1512 7,1 14.63 27,93 1 245 12 1511 7.1 14,63 27.93 1 246 13 1SP 7.1 14.83 27.93 1 247 138 248 7.6 12.19 12.19 3 248 131 248 7,6 12.19 12.19 3 249 132 24Y 7.6 12.19 12.19 3 241: 133 24Y 7.4 12.19 12.19 3 241 138 258 7.6 12.19 12.19 3 252 131 2SX 7.6 12.19 12.19 3 243 122 23X 7.6 12.19 12.19 3 244 123 248 7,6 12.19 12.19 3 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 0.25 3 0.25 3 0.25 3 0.25 2 1.00 2 1.00 2 1.00 2 1.00 2 1.00 2 1.00 2 1.00 2 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 3 1.00 7 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.25 0.25 0.25 0.25 0.25 0,25 0,25 0.25 0,25 0.25 0.25 0.25 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 0.25 0.25 0.25 0.25 0,25 0,25 0,25 0.25 0.25 0.25 0.25 0.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 117 117 117 117 117 117 117 117 117 117 117 117 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 49 49 49 49 49 49 49 49 309 94 300 94 308 94 308 94 308 94 306 94 308 94 308 94 110 110 110 110 110 110 110 110 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 97 163 183 183 163 163 183 229 229 229 229 229 229 229 229 76 78 78 79 136 136 136 136 136 136 136 136 173 173 173 173 153 153 153 153 153 153 153 L/A L/A L/A L/A 225 225 225 225 225 225 225 225 C.1TYORTORWa9 JUL 2 0 2000 PERMIT CENTER 4S 81 0.251 11.669 10.115 46 82 0.251 11.669 10.115 47 83 0.251 11.669 10,115 48 108 0.213 9.259 9.259 49 101 0.213 9.259 9.259 (`, 50 102 0.213 9.259 9,259 51 103 0.213 9.259 9.239 L. 119 0.222 8.909 8.909 53 111 0.222 8.909 8.909 54 112 0,222 8.909 8.909 55 113 0.222 8.909 8.909 56 123 0.170 5,208 5.208 57 121 0.170 5.248 5.208 58 122 0.170 5.208 5.208 59 123 0.110 5.208 5.208 60 118 0,299 11.937 11.537 61 131 0,299 11.537 11,537 62 132 0,299 11,537 11.537 63 133 0.299 11.537 11.537 64 148 0.440 16.265 16,265 65 141 0,440 16.265 14,265 66 142 0.440 16.265 16.265 67 143 0.440 18.265 16.265 68 198 0.131 8.634 4.051 69 19Y 0.131 8.636 4.051 70 208 0.131 6.051 8.436 71 20X 0.131 8.051 8,638 72 218 0,220 12.745 9,214 73 21Y 0.220 12.785 9.216 74 228 0.220 9.216 12.765 75 22X 0.220 9.216 12.765 76 248 0.110 8.083 4.608 77 24Y 0.110 8.083 4.408 78 258 0.110 4.608 8,083 79 21X 0,110 4.608 8.083 TOTAL 12.990 844.203 112.143 •• VRCTOR LOADS FROM rice I MI‘PLB∎TONBR‘CLIRN SNUSNEST‘Al_211\SSADU040 2.1oa DEAD STRENGTH • WIND DESCRIPTION «••• VAS LOAD R /DUCT. ••FACT.PR1SB.0 ••V*LOCI?Y••• FOR DESCRIPTION FACT. FACT. TRAM. LONG. TRAM. LONG. (PSF) (Far) (MPH) (MPH) 1 3a TR&TL LC43 NESC 1.210 1.000 11.20 0.00 86 0 11001001111 2 3b TRIMS LC43 NESC 1.260 1.000 11.20 0.00 66 0 11001001111 Use for aoiumn definition proceeding from lett to right Steel towers and poles Wood poles • Strength factor ■ 1 Wood polar • Strength factor • .45 Wood poles • Strength factor • .21 Concrete Poles • Ultimate Concrete Poles- First crack Concrete Poles • taro tension Guys Arms Braces Insulators • WIRO LOADS • • WIRE LOADS ON INSULATORS TRANSPERRZD TO • LC 1NSUL LOAD FORCE LOAD FORCE LOAD FORCE OR MOMSNT N0. DESCRIPTION TYPE POINT VERT. TRANS. LONOIT. POINT MT, TRANS. LONGS ?. POINT VRRT. TRANS. LONOZT. (KIPS) (KIPS) (KIPS or P?•K) 1 3a TR4TL LC43 N1SC C 11P 0.740 0.122 0.000 C 169 1.034 0.407 0.000 C 14X 1,034 0.407 0.000 C 17P 1.713 0.801 0.000 C 17X 1,713 0.841 0.000 C 1111 1.713 0.141 0.000 C 11X 1.713 0.141 0.000 2 3b TRIM LC13 NBSC C 11P 0.740 0.022 0.000 c 14P 1.034 0.407 9.000 C 14X 1.713 0.161 0.000 c 17P 1.036 0.407 9.000 c 17X 1.713 0.161 0.000 c 11P 1.713 0.141 0.000 C 11X 1.713 0.041 0.000 MISER MORCSS FOR ALL LOADINO CONDITIONS (kip) POSITIVE FOR TSN610N•NEOATIVE FOR C0414(E45I04 •IS *••• GROUP •••• KIM WIG DISC. N0. LC 1 LC 2 1 LEO 1 0,064 •0.456 2 0.919 •0.003 ..mmonwea1th Associates, Inc. Page 7/].4 OfiYR INVED A 'JUL 2 0 2000 !Mir CENTE:,i 3 4.607 •1.904 4 4.475 •1.328 LEO 5 -6.102 4,193 6 •4.00S 4.466 7 4.174 0.896 8 2.077 1.210 LIO 9 - 16.598 -9.950 10 - 12.193 •5.750 11 14.007 6.347 12 9.610 3.420 4 LEO 13 44.297 - 13.737 14 •18.075 4.670 15 20.392 7.792 16 14.110 4.952 9 LEO 17 - 36.805 - 23.365 16 47.342 •14.616 19 32.134 17.497 20 22.666 11.270 LEO 21 46.625 - 34.014 22 44.063 43.323 23 42,193 30.166 24 26.206 15.600 LEO 25 46.634 - 43.169 26 46.068 47.333 27 49.729 37.237 26 31.031 19.405 LEO 29 - 61.663 49.965 20 40,006 •20.949 31 54.020 44.504 32 33.624 23.464 9 LSO 23 43.759 41.749 34 45.937 •35.416 35 65.901 94.307 36 37.506 21.999 10 LIO 37 45.992 45.804 3, •44.720 •34.132 39 65.414 15.517 40 34.295 21.414 11 LIO 41 42.026 41.441 42 44.219 41.701 43 12.714 48.339 44 21.211 19.142 12 1.10 41 42.194 •11.621 46 •34.419 •31.901 47 12.411 46.011 46 21.017 19.304 12 110 41 •64.426 •91.999 10 .34.441 .29.632 11 12.143 47.091 12 33.430 17,711 11 X33* 13 •1.111 4.011 14 .1.731 •0.417 14 1.119 0.129 14 1.744 0.636 17 0.224 0.701 11 0.291 •0.173 19 •0.126 0.121 40 •0.196 •1.024 41 •0.061 4.163 42 •1,410 1.170 63 .0.194 .4.373 44 0.711 7.703 65 6.304 10.131 44 6.139 .3.441 47 •9.910 4.149 41 •4.110 .10.134 17 XUR 49 1.446 .5.133 70 •0.011 4.307 71 •0.710 •7.493 73 0.747 1,337 73 6.044 9.913 74 1.433 •4.091 71 •6.434 3.134 74 •4.140 4,941 X$A 77 .3.319 •1.331 71 .3.400 3.010 79 3.147 .4.025 40 3.150 4.912 41 5.546 10.210 62 5.625 4.204 13 •4.530 2.499 04 4.831 *33.043 39 X338 45 0,037 45,933 14 4.349 13,143 87 4.161 40.099 44 1.316 10.379 09 6.227 23.574 90 6.737 •8.744 9l 4.420 9.520 Assaeiateo, Inc, 14 XOR Page 8/14 RECEIVED CITY OF7UKWKA JUL 2 0 2000 PERMIT CENTER 92 •6.307 - 21.666 20 XOR 93 2.203 ■13.724 94 •1.110 15.333 95 -1.183 - 17.800 96 2.132 18.035 97 6.107 21.143 98 S.644 -9.401 99 -6.612 8.483 100 4.127 41.174 21 MBA 101 4.671 - 15.567 102 -6.254 8.955 103 2,345 •12.913 104 S.987 18.902 10S 5.540 20.119 106 6.075 4.519 107 4.438 8.137 108 4.918 - 21.496 22 X9R 109 -9.300 44.524 110 ■14.912 4.357 111 7.234 •13.079 112 12.903 20.091 113 3.833 21.695 114 8.782 •9.075 115 •4.906 12.423 116 •9.002 - 27.387 23 MIA 117 •3.672 00.592 118 -4.180 9.259 119 4.044 -9.889 120 4,182 17.239 121 4.440 8.750 122 •4.415 06.222 123 6.449 18.064 124 3.569 02.504 24 XOR 125 2.945 4.444 126 4.176 13,766 127 4.320 - 12.787 128 4.143 7.004 129 -2.401 1.989 130 4.171 - 17.142 131 2.114 11.485 132 5.401 4.214 21 KOR 133 -4.408 03.110 134 4.439 1.917 133 3.730 4,151 131 3.729 13.102 137 4.743 5.936 131 4.274 •11.401 130 1.011 13.211 140 2.464 4.141 34 KIR 141 4.712 1.601 142 4.244 43.311 143 3.949 13.226 144 3.314 4.271 141 2.210 4.200 144 4.732 12,161 147 4.143 41.441 141 •4.730 4.140 27 TOP 140 •0.027 4.111 110 4.317 4.411 111 1.000 1.001 152 0.031 1.314 31 Tit 153 4.040 0.011 114 0.078 2.460 30 'HI 111 4.644 3.105 114 4.111 4,710 30 OR 117 0,454 0.441 151 4.402 •0.073 110 2,434 2.031 140 4.173 4.412 31 MAR 161 0.110 0.000 142 0.110 0.745 32 XOR 143 4.012 4,014 144 0.155 0463 33 Al R 145 04,305 •7.933 344 12.160 4.451 34 ARM 147 46.372 06.254 164 04.121 0.961 160 14.329 4.471 170 14.700 14.777 35 AXOR 171 4.059 •3.549 173 4.054 3.434 36 ARM 173 0.393 *7.202 174 •4,214 4.144 37 ARM 175 *2.044 40.901 174 *2.959 0,601 177 *2.751 -6.309 178 •1.135 10.553 31 AMOR 179 *0.101 •5.447 110 -0.085 5.296 uronwealth Associates, Inc. Page 9/14 RECEIVED wry OF TUKWILA PERMIT CENTER 4 39 ARM 161 9.222 6.743 162 - 11.235 -6.793 40 ARM 163 •1.355 •3.135 164 •2.266 4.478 165 -2.211 -4.026 166 -1.261 0.481 41 AXBR 187 0.111 4.439 186 0.143 0.694 42 ABA 189 0.329 0.334 190 0.232 0.632 43 ASR 191 0.941 0,590 192 0.596 0.605 44 ASR 193 2.666 2.575 194 •0.690 -0.553 45 HNO 19S 0.000 0.000 196 0.000 1.677 197 2.326 2.260 196 2.327 2.379 46 HNO 199 2.639 -0.493 200 2.643 •1.174 201 2.319 6.329 202 2.911 3.650 47 HMO 203 2.009 4.029 204 2.013 0.000 205 2.002 4.023 206 2.002 0,000 46 KIR 207 •0.635 6.921 206 0.369 4.197 209 0.919 6.191 210 4.630 4.311 211 1.057 4.697 212 3.026 9.409 211 •1.164 .9.934 114 -3.273 4.677 50 OR 215 0.236 0.246 216 0.022 •0.041 217 •0.373 •0.291 216 -0.073 •0,106 219 0.049 0.019 220 •0.042 •0.025 221 •0.271 •0.296 222 .0.076 .0.007 55 OR 223 0.436 •3.197 224 •0.522 3.116 221 .0.632 •4.342 226 0,462 4,135 227 •1.607 2.715 226 4,569 •4.666 221 1.347 4.416 230 1.457 •2.661 Sa LEO 211 •63.206 46.713 232 =32.244 •26.375 733 49.929 46.394 234 10.116 16.045 Si KKR 131 •1.315 6.41 236 0,177 •6.553 237 1.154 9.137 236 •1.436 •9.419 139 3,143 •6.194 240 3.035 9.490 241 •3.310 4.450 242 •3.455 5.646 54 PEAK 243 .0.616 .0.716 244 0.073 0,212 245 0.074 •0.063 246 •0.549 •0.457 51 HOR 247 a,243 •2.553 145 1.654 54699 249 4.019 •4.321 250 •1,355 3.610 211 =1.677 4.171 :la -3,331 •6,143 253 1.374 5.201 254 2,613 4.769 •1S CLAMP SNSULATOR RESULTS CLAMP LC RJSULTANT N0. N0. PORCH USAGE P 1 l 906 04 2 906 0.4 2 1 9069 6.1 2 9069 9.1 3 1 9069 4.1 2 1917 1.7 4 1 1917 1.7 2 9064 4.1 mmonwea7.th Associates, Inc, Page 10/14 CITY OF TUKWILA JUL 2 O 2000 PERMIT CENTER S 1 1917 1.7 2 1917 1.7 6 1 1917 1.7 2 1917 1.7 7 1 1917 1.7 2 1917 1.7 1 1 0 0.0 2 0 0.0 9 1 0 0.0 2 0 0.0 10 1 0 0.0 2 0 0.0 11 1 0 0.0 2 0 0.0 12 1 0 0.0 2 0 0.0 13 1 0 0.0 2 0 0.0 14 1 0 0.0 2 0 0,0 19 1 0 0.0 2 0 0,0 16 1 0 0.0 2 0 0.0 ••• INSULATOR SUMMARY FOR ALL t.OAD CASES taut ENSUE MAX t.0 TYPE N0. MACE NO (pot) CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP CLAMP ). CLAMP CLAMP CLAMP CLAMP CLAMP 1 2 3 4 5 4 7 4 9 10 11 12 13 14 11 16 0.6 6.1 I.1 6.1 1.7 1.7 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 1 1 2 1 1 1 1 1 1 1 1 1 i 1 1 1, ••• MAXIMUM MINDER FORCES FOR EACH 0R0UP OVER SELECTED LOAD CASES ••• PDS. FOR TENSION. NItO. FOR COMPRESSION • PRINTED CAPACITIES DO NOT INCLUDE IIA ALLOWABLE STRESS INCREASE FOR WIND LOAD CASES •. OROUP -• ••- MAXIMUM FORCES •.• ...MEMOIR NEB 4 MATERIAL••• •••. DATA FOR COMPRESSION CAPACITY •• -• ••••• CONNECTION CAP. •••.• MAX. BRACING RATIOS BOLTS NET LABEL DISC. COMP. LC TENS. LC TYP LONO SHORT THICK. FY LINO. X.X Yet 2•2 CM Lill CAP. USE NS SHEAR BSA*. SECT. USE (kip) Nip) (in) fin) (in) (kin) (ee) (kip) It) Ikipl (kip) Ikipl I11 1 LEO .2.47 3a 0.03 2 LEO -6.10 36 4.17 3 LEO .14.60 3a 14.01 4 LEO -24.30 la 20.39 5 LSO •36.10 36 32.13 6 LEO .41.63 3a 42.79 7 LEO .16.63 36 49.73 1 LEO .41.15 311 16.02 9 LEO -73.76 3a 65.91 10 LEO .75.95 36 45.41 11 LEO .42,03 36 52.75 12 LEO 42.20 341 52.44 13 LEO .64.63 34 12.54 14 LEO 0.00 36 0.00 15 XOR •1,74 34 1,74 16 MIR •10.12 3b 10.14 17 XSR •9.95 3b 9.91 14 XBR -11.06 3b 10.21 19 %OR •3147 )b 31.57 20 XDR -21.17 3b 21.14 21 XBR .21.50 3b 20,12 22 XBR •27.39 3b 24.09 23 XBR .18.55 3b 18.06 24 %PR .13.14 3b 13,37 25 XBR •13.58 3b 13,21 24 KBR -13.38 3b 13.23 27 TOP .0.61 3b 1.31 28 Till 0.00 36 4.04 29 TIE .1.82 34 4.66 30 HER •1.57 34 2.44 31 XBR 0.00 34 0.75 32 XBR -0.02 3b 0.16 33 ARM -14,30 34 12.97 .mmonwealth Associates, 3a 3a 3a 36 34 36 3a 36 3a 36 3a 36 34 3a 3b 3b lb lb 3b 3b 3b 3b 3b 34 34 3b 3b 34 SAS SAE OAS SAE SAS SAS SAE SAX OAS au OAS OAS SAX SAE SAS RNA SAS OAS SAS SAV SAU SAX SAU 3M SAE SAS BAR SAE SAV Inc. 3.10 3.50 3.50 3.50 5.00 5.00 5.00 5.00 1.00 5.00 5.00 5.00 5.00 5,00 2.00 2.00 2.00 2.00 2.50 2.50 2.50 3.50 3.50 3.00 3.00 3,50 2.00 1.75 1.75 2,50 1.75 1.75 3.50 3.50 3.50 3.50 3.50 5.00 5.00 5.00 5.00 1.00 5.00 5.00 5.00 5.00 5,00 2.00 2.00 2,00 2.00 2.50 2.50 2.50 3.00 3.00 3.00 3,04 3.00 2.00 1.75 1.75 2,50 0.00 1.75 2.50 X0.2500 X0.2500 X0,2500 X0.2500 X0.3125 X0.3125 X0.3125 X0.3125 X0.4375 X0.4375 X0.4375 X0,4375 X0.4374 X0.3710 X0.1075 X0.1975 X0.1875 X0.1875 X0.2500 X0.2500 X0,2500 X0.2500 X0,1875 %0.1875 X0,2500 X0,1475 X0,1875 X0.1875 X0.1875 X0.1875 X0.1875 X0.1875 X0.2540 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 1 33.0 1 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33.0 33,0 33.0 1 33,0 33,0 1 33.0 33.0 33.0 33,0 33,0 33.0 33.0 .8 .1 .7 .4 .5 .7 .0 .5 .1 .1 .7 .8 .0 .3 .3 .1 .3 .3 .1 .3 .3 .5 .3 ,4 .0 ,0 .0 .0 ,0 ,5 .5 .0 1.00 1.00 1.00 1.00 1,00 1.00 1.00 0,50 1.00 1.00 1.00 0.50 0.50 0.00 0.75 0.75 0,75 0.75 0.75 0.75 0.75 0.50 0.57 0,78 1.00 1,40 1,00 1,00 1.00 1,00 0.50 0.75 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 0,10 1.00 1.00 1.00 0,50 0,50 0.00 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0,75 0.78 0,57 1,00 0,50 1.00 1.00 1.00 1.00 0.75 0.50 1.00 1.00 1,00 1.00 1.00 1.00 1,00 1.00 0,50 1.00 1.00 1,00 0.50 0.50 0.00 0.10 0.10 0.50 0.50 0.50 0.50 0.50 0,50 0,57 0,57 1,00 0.50 1,00 1,00 1.00 1,00 0.50 0.50 1.00 1 1 1 1 1 1 1 1 1 1 1 1 1 0 5 5 5 5 2 2 2 2 2 5 6 5 4 6 6 6 100 100 95 90 70 64 69 42 10 16 61 71 0 127 127 126 102 99 101 91 103 130 174 140 183 210 210 145 41414 4 148 6 132 39.60 30.60 41.23 40.15 ISM 17.25 16.34 94.14 112,74 101.65 101.65 120.94 113.91 0.00 12,10 12.80 13.20 12.94 26,44 26.09 26,59 37.20 25,26 19.04 17.59 11,65 9,08 5,77 5,77 14.03 0.05 9.05 25.22 6 15 40 61 43 56 66 65 64 70 56 58 0 14 83 92 91 90 90 76 72 77 73 9 0 31 15 0 0 60 4 6 6 6 14 14 14 14 14 14 14 14 14 2 2 3 2 3 3 3 5 4 3 3 3 2 2 2 2 1 1 3 47.19 47.19 47.19 47.19 111.75 111.75 111.75 111.75 111.75 111.75 111.75 111.75 111,75 0.00 15.94 15.96 15,96 11.96 23.95 23.95 33.95 39.91 31.93 33,95 23.95 23.95 15.96 15.94 15.96 15.96 7,98 7,98 23,95 41.75 41.75 41.75 41.71 142.19 142.19 142.19 142.19 199.06 199.06 199.06 199.06 199.06 0.00 12.19 12.19 12,19 12.19 24,3, 24.38 24.39 40.63 24.38 18,29 44.43 44.43 44,43 44.43 77.30 77.30 77.30 77,30 103.20 103.20 103.20 103.20 103.20 0.00 15.34 15,34 15.34 11.34 30.24 30.24 30,24 41.23 27,69 28.54 5 13 15 51 42 55 64 72 46 68 05 11 0 14 02 91 90 90 70 73 24.39 37.44 57 18.29 28.73 73 12.19 17.26 11 12.19 14,59 33 12.19 14,59 30 12.19 22.96 20 5,09 5.92 6,09 14.59 13 24.38 37.66 60 Page 11/19 ROM= CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER 34 ARM -16,83 3a 3S AXBR •3.59 3b 36 ARM -7.20 3b 37 ARM •20.90 3b 38 AXBR •5.45 3b 39 ARM -11.24 3a 40 ARM -4.03 3b 41 AXBR -0.44 3b 42 ABA 0.00 3a 43 ABR 0.00 3a 44 AAR -0.69 3a 4S RHO 0.00 is 46 NNO -1.17 3a 49 ARO 0.00 3a 48 XBR -9.S4 ib 50 OR -O.i7 3a 51 NBA -6.32 lb S2 LSO -63,21 3a 11 Ink -0.51 re NO 44 PSAX -0.72 3b 55 NBA •4,47 3b 14.78 3a SAU 3.50 X 2.50 X0.2500 33.0 11.1 1.00 0.50 0.S0 3.43 3b SAS 1.75 X 1.75 X0.1875 33.0 8.5 0.75 0.S0 0.50 4.14 31, SAS 3.50 X 3.50 X0.2500 31.0 6.0 1.00 1.00 1.00 18.55 3b SAS 3.50 X 3.50 X0.2500 33.0 14.5 0.50 0.S0 0.50 5.30 3b SAS 1.75 X 1.75 X0.1875 33.0 8.5 0.15 0.50 0.50 9.22 3a SAU 3.50 X 2.50 X0.2500 33.0 6.0 1.00 1.00 1.00 0.48 3b SAU 3.50 X 2.50 X0.2500 33.0 11.1 1.00 0.50 0.50 0.69 ib SAS 1.75 X 1.75 X0.1875 33.0 8.5 0.75 0.50 0.50 0.63 lb SAU 3.00 X 2.00 X0.1875 33.0 6.0 1,00 1.00 1.00 0.94 3a SAU 3.00 X 2.00 X0.1875 33.0 6.0 1.00 1.00 1.00 2.69 3a SAU 3.00 X 2.00 X0.1875 33,0 6.0 1.00 1.00 1.00 2.38 3b SAE 2.00 X 2.00 X0.1875 13.0 12.5 1.00 1.00 1.00 6.33 3b SAS 2.00 X 2.00 X0.1875 33,0 15.6 1.00 0.50 0.50 4.03 3b SAS 2.00 X 2.00 X0.1875 33.0 12.5 1.00 1.00 1.00 9.41 3b SAU 3.50 X 3.00 X0.1875 33.0 15.8 0.50 1,00 0.50 0.25 3b SAS 2.00 X 2.00 X0.1475 31.0 6.0 1,00 1.00 1.00 5.90 3b SAS 3.00 X 3.00 X0.1415 33.0 7.6 1.00 1.00 1.00 49.91 3a SAS 5.00 X 5.00 XO.4375 33.0 25.6 0,25 0.25 0.25 7#.43 1L1 9A;J 1.34 :C .1.i: X .13 03.E 29.5 1.1 1,Z1 1.15 0.21 ib SAS 2.50 X 2.50 X0.2500 33.0 7,1 1.00 1.00 1.00 4,42 310 SAA 2.50 X 2.50 X0.1875 33.0 9.4 1.00 1.00 1.00 6 122 27.35 5 148 4.84 3 104 35.65 6 125 31.37 5 144 8.84 6 132 25.22 6 122 27.35 5 148 8.84 6 164 11.91 6 164 11.91 6 164 11.91 6 381 2.54 6 303 3.76 6 380 2.60 5 204 9.92 6 183 8.05 6 153 15.89 1 78 113.91 319 4,42 6 173 14.63 6 229 7.34 70 3 23.95 24.38 37.66 41 2 15.96 12.19 14.59 23 4 31.93 32.50 45,09 67 4 31.93 32.50 45.09 62 2 15.96 12.19 14.59 47 3 23.95 24.38 37.66 17 3 23.95 24.38 37.66 5 2 15.96 12.19 14.59 0 2 15.96 12.19 22.90 0 2 15.96 12.19 22.90 6 2 15.96 12.19 22.90 0 2 15.96 12.19 17.26 31 3 23.95 14.24 17.26 0 2 15.96 12.19 17.26 98 2 15,96 12.19 28,73 5 2 15,96 12.19 17.26 52 2 15,96 12.19 24,44 55 16 127.71 227.50 102.20 .i: 2 15.,6 14.25 11.51 ••• POUNDATION LOADS (kip) LC a• JT NO. 15 LABEL 23P •• .- JT N0. 16 LA86L 231 -• .• JT N0, 17 LASRL 232 •• •- JT NO. LC X•DIA Y•D1A 2•D1R X•DIA Y•DIA 2 -DtR X -01A Y•0111 2•0z14 X -DIA 70 29 23 65 45 47 17 6 5 4 22 20 37 33 78 3 52 49 5 4 31.93 32.50 27.93 2 63 2 14.96 12.19 22.96 38 18 LABEL 232 -• Y•DSA 2 -DtR 34 7.964 9.434 •60.241 3.184 •3.863 - 28.041 5.097 7,382 10.545 6,369 •57.137 0.500 •6.021 - 25.307 3.199 9.548 46.964 0.944 43.704 3.664 ••• LOAD CABS NO. 1 3a TAM. LC01 NSSC Medium (Broken Mire) • Number of iterations in SAPS • 10 ••• JOINT LOADS AND mass PORCIa ON JOINTS JT. JT. MITI/ANAL LOADS ON JOINTS (kip) MIMOSA ?ORCSB ON JOINTS (kip) N0. LABEL X -DIA Y•DIA Z•DIR X•DIR Y•DIA Z•DIA -1.649 14,193 1.408 11.588 JOINT D1aPLACIIMSNTa (tt) X•D!A Y -DIA 2.0tR 1 SP 0.000 0.011 •0.129 2 11 0,000 0.011 •0.129 1 12 0.000 0.011 •0.129 4 12 0.000 0.011 •0.129 $ 9P 0,000 0.120 •0,291 4 91 0.000 0.120 •0.291 7 92 0.000 0.120 -0.291 8 07 0.000 0.120 •0.291 9 1410 9.000 0.4)4 •1.141 10 14X 1.000 0.434 •1.143 11 17P 0.000 0.118 -1.194 12 17X 0.000 0.111 •1.194 17 18P 0.000 0.111 •1.840 14 11X 0,000 0,111 -1.140 11 22P 0.000 0.000 0.000 14 221 0.000 0.000 0.000 17 232 0.000 0.000 0.000 II 237 0.000 0,000 0.000 19 LOP 0.000 0.119 .0.127 20 20 0.000 0.079 -0.202 21 21 0.000 0,079 •0.202 22 22 0,000 0.079 -0.202 23 27 0.000 0.079 •0.202 24 30 0.000 0.031 •0.109 21 31 0,000 0.011 -0,109 24 )2 0.000 0.012 -0,109 27 77 0.000 0.011 .0,109 20 43 0.000 0,083 •0.141 29 41 0.000 0.00) •0.147 30 42 0.000 0.013 •0,147 31 43 0,000 0,041 .0.147 72 19 0.000 0.981 4.244 33 31. 0,000 0.014 •0,244 24 12 0.000 0,088 -0.240 31 13 0.000 0,081 -0,248 74 44 0,000 0,073 •0.319 37 41 0.000 0.071 +0.189 38 42 0,000 0.070 -0.119 39 43 0.000 0,073 -0.189 40 73 0.000 0.010 •0.220 41 71 0.000 0,080 •0,229 42 72 0.000 0.040 •0.220 4) 73 0.900 0,080 •0.220 44 89 0.000 0,113 •4.034 45 83 0.000 0.113 •0.714 40 42 0.000 0.11) *0,214 47 43 0.000 0.117 •0.314 48 103 0.000 0.104 4,246 49 101 0,000 0.104 •0.246 SO 102 0,000 0,104 4.264 51 103 0.000 0.104 -0.264 mmonwealth Associates, Inc. 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.300 •9.000 •9.000 0.000 0,000 0.000 0,000 7.904 ).111 1,197 0.211 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.900 0.000 0,000 0,000 0,000 0.000 0.000 0.000 - 0.038 -0,058 -0,051 -0.038 -0.120 -0.120 •0.120 -0.120 -0.414 -0.434 -0,181 -0.881 -0.111 . 0.111 4.414 •3.14) 7,382 -1.449 • 0,131 -0.079 • 0.079 •0.079 • 0.079 • 0.013 -0.011 -0,011 • 0.011 - 0.04) •0.043 • 0.047 •0.043 -0,088 -0.018 •0,084 .0.048 • 0.077 •9,073 -0,07) •0.077 •0.080 •9.080 •0.040 •0,040 •0,113 .0,113 •0,133 •0.113 •0.104 -0.104 •0.104 •0.104 0.129 0.129 0.129 0,129 0.291 0.291 0,291 0.291 1,14) 1.14) 1.194 1.194 1.140 1.040 •40.241 •24.042 44.943 14.191 0.927 0.202 0.202 0.202 0.202 0.109 0.109 0.109 0.109 0.147 0.147 0,147 0.147 0.244 0.244 0.248 0,248 9.149 0.349 0.149 0.149 0.220 0.220 0.220 0.220 0.314 0.314 0,314 0.314 0.266 0.246 0,264 0,266 0.474994 0.474001 0.475393 0.473243 0.08)11) 0.01)032 0.01)234 0.01)074 0.4)7274 0,4)7519 0,210741 0.211024 0.119441 0.119792 0.000000 0.000000 0.000000 0,000000 0.130010 0.418494 0.411144 0.411773 0.418703 0.)19111 1'.)49147 0.399140 0.159004 0.304490 0.304031 0.)04079 0.304134 0.281444 0.211451 0.211139 0.211444 0,20)1)5 0.202747 0,203091 0.202452 0.141075 0.140519 0.141339 0,140711 0.122574 0.122215 0,322479 0.322062 0.058980 0,058457 0.059075 0,054726 0.129004 0.128724 0.121811 0.129048 0,012300 0.0)1814 0.012)40 0.031923 0,11401) 0,111004 0.071744 0.077113 0,042838 0.04)474 3.000000 0,000000 0.000000 0,000000 0.142240 0.11424) 0.1141)4 0.114437 0.114290 0,1021)2 0,100498 0.102980 0.100104 3.089714 0,048)14 0.082114 0.019128 0.074127 0.074417 0.0748)0 0,074101 0.044092 0,06334i 0,041973 0.042798 0.054240 0.052694 0.057424 0.08)208 0.043429 0.042511 0.044020 0,042)98 0,025384 0.023840 0.0255)4 0.023946 • 0,042642 - 0,028711 0.029384 0,01.4439 - 0.021159 •0.01)411 0.014401 0.006019 • 0.032711 0,010421 - 0.040767 0,02)773 • 0.012441 0.010141 0,000000 0,000000 0.000000 0.000000 • 0,007014 •0.043314 •0.0213)7 0.029149 0,016042 - 0.041319 •0,0277)7 0.029492 0.014120 •0,019168 - 0.024079 0,028403 0.013327 - 0,014079 • 0.021721 0.034293 0,011941 •0,033439 - 0.021496 0,024147 0.012665 - 0,010222 •0.019392 0.023881 0.011048 •0.026409 •0,014785 0.018794 0.009197 •0.021849 •0.013338 0.015497 0.007045 Page 12/14 CfTY OF TUKWILA JUL 2 0 2000 PERMIT CENTER • • 52 110 0.000 0.100 S3 111 0,000 0.100 54 112 0.000 0.100 55 113 0.000 0.100 56 120 0.000 0.058 57 121 0.000 0.058 58 122 0.000 0.058 59 123 0.000 0.058 60 13S 0.000 0.129 61 131 0.000 0.129 62 132 0.000 0.129 63 133 0.000 0.129 64 145 0.000 0.102 65 141 0.000 0.182 66 142 0.000 0.182 67 143 0.000 0.182 68 190 0.000 0.068 69 19Y 0.000 0.060 70 200 0.000 0.097 71 20X 0,000 0.097 72 215 0.000 0.103 73 21Y 0.000 0.103 74 229 0.000 0.143 75 22X 0.000 0.143 76 240 0.000 0.052 77 24Y 0.000 0.052 7A 259 0,000 0.091 79 25X 0.000 0.091 ••• ••• -0.277 0.000 -0.100 0.277 0.039941 0,022228 - 0.020661 -0,277 0.000 -0.100 0.277 0.037625 0.013772 - 0.012307 -0.277 0.000 -0,100 0.277 0.039409 0.021554 0.015162 -0.277 0.000 -0.100 0.277 0.036761 0.014830 0.006965 • -0.213 0.000 -0.058 0.213 0.019875 0.012044 - 0.021454 -0.213 0.000 -0.050 0.213 0.020097 0.011990 - 0.012591 -0.213 0.000 -0.058 0.213 0.020330 0.012351 0.016280 -0.213 -0.000 -0.058 0.213 0.019993 0.012214 0.007597 -0.373 0.000 -0.129 0.373 0.004808 0.006720 - 0.018848 -0.373 0.000 -0.129 0.373 0.004068 0.005784 - 0.010811 -0.373 0,000 -0.129 0.373 0.005171 0.006921 0.014619 -0.373 0.000 -0.129 0,373 0.004603 0.006100 0.006732 -0,550 0.000 -0.182 0.550 - 0.005259 0.001701 - 0.014148 -0.550 -0.000 -0.102 '.0.550 - 0.005204 0.001768 - 0.007997 -0.550 -0.000 -0.102 0.550 - 0.004484 0.002007 0.011124 -0.550 -0.000 -0,102 0.550 - 0.004900 0.001923 0.005094 -0.164 -0.000 -0.060 0.164 0.009592 0.011986 - 0.016592 -0.164 0.000 .0.008 0,164 0.023986 0,012237 0.009807 -0.164 0.000 -0.097 0,164 0.019924 0.033124 - 0.003046 -0.164 0.000 -0.097 0,164 0.020171 0.037236 - 0.002293 -0,274 -0.000 •0,103 0,274 - 0.021509 0,001564 - 0.003355 -0.274 0.000 -0.103 0.274 0.006479 0.001765 - 0.001070 -0.274 -0,000 -0.143 0.274 - 0.004517 0.052440 0.007653 -0,274 -0.000 -0.143 0.274 - 0.004326 0.077449 - 0.011783 -0.138 -0.000 -0.052 0.130 0.000018 0,006187 - 0.010219 - 0_.1.38_ 00,000 -0.052 0,118 0.005858 0.006432 0.006527 05208 0.022686 - 0.001366 .000 -0.091 0.138 0.005460 0,025992 - 0,001834 I: (L3roken Wire) - Number of iterations in SAPS • 10 LOAD CASE NO. 2 ib TUN)! LCI3 um Medium JOINT LOADS AND mama PORC80 ON JOINTS JT. JT. 4XTIRNAL LOADS ON JOINTS (kip) MEMIER PORCSS ON JOINTS (kip) N0. LAM X -D2R Y -DXR 2•DIR X -D!R Y -DXR 2•DXR 1 1P .000 0.038 -0.129 2 11 .000 0.050 -0.129 3 12 .000 0.051 -0.129 4 13 .000 0.051 •0,129 5 9P .000 0.120 -0.298 - 8 91 .000 0.120 -0.298 7 92 .000 0.120 -0.298 4 93 .000 0.120 -0,251 9 149 .000 0.434 •1.163 10 16X .000 0,011 -1.140 11 17P .000 0.434 -1.219 12 17X .000 0.111 -1.196 13 18P .000 0.110 .1.040 14 18X .000 0.118 -1.140 11 23P .000 0,000 0.000 16 231 .000 0.000 0.000 17 232 .000 0.000 0.000 10 233 .000 0.000 0.000 19 15P .000 0,510 •0,127 20 24 .000 0.070 -0,202 21 21 .000 0.079 -0.202 22 22 .000 0.079 •0.202 23 23 .000 0.070 -0.202 24 34 .000 0,051 -0,109 21 31 .000 0.055 -0.109 26 32 .000 0.051 -0.109 27 33 .000 0.015 -0,100 20 45 .000 0.043 -0.147 29 41 .000 0.003 -0.147 30 42 .000 0.063 -0.147 31 43 .000 0.003 4.147 32 04 .000 0.011 -0,240 33 11 .000 0.001 4.241 34 42 .000 0.000 -0,260 31 53 .000 0.001 -0.260 36 IS .000 0.073 -0,119 37 41 .000 0,073 -0,109 .. 31 62 .000 0.073 -0,119 39 63 .000 0.073 -0.110 40 78 .000 0.080 -0.220 41 71 ,000 0.080 -0.230 42 72 .000 0.010 -0.220 43 73 .000 0,010 -0.220 44 00 .000 0.113 -0,314 45 61 .000 0.113 -0.314 46 62 .000 0.113 -0.314 47 63 .000 0,113 -0,314 41 106 ,000 0.104 -0.244 40 101 .000 0.104 •0,264 50 102 .000 0.104 -0.266 51 103 .000 0.104 -0.244 52 11S .000 0.100 -0.277 53 111 .000 0,100 -0,277 54 112 .000 0.100 •0.277 mmonwealth Associates, Inc, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • 9.000 0.000 • 9.000 0.000 0.000 0.000 10.511 0.110 3.199 3.444 0.000 0.000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 •0.058 •0.031 - 0.051 -0.058 - 0.120 -0.120 -0.120 - 0.120 -0.434 - 0.180 -0.434 -0,111 • 0.111 .0.118 4.360 •4.021 0.141 1.401 -0.159 •0.079 -0.070 -0.070 • 0.070 •0.005 - 0.015 - 0,010 - 0.055 - 0.063 -0.063 - 0.003 •0.063 -0.011 - 0.018 •0.041 •0.016 •0.07) •0.073 .0.073 -0,073 •0.080 - 0.000 -0.010 -0.040 -0,113 -0.113 -0,113 -0,113 - 0.104 •0,104 -0.104 -0.104 -0.100 -0,100 •0.100 0.129 0.129 0.129 0.129 0,298 0.298 0.208 0.291 1.143 1.840 1,219 1.196 1.140 1.140 •47,137 •21.307 43.704 11.101 0.127 0.202 0.202 0,202 0.202 0.100 0.100 0.100 0.100 0.147 0,147 0,147 0.147 0,261 0.264 0.248 0,241 0,109 0.140 0,119 0,109 0,220 0.220 0.220 0.220 0.314 0,314 0.314 0,314 0.264 0.266 0.266 0.264 0,277 0.277 0.277 0.424294 0.324032 0.325242 0.427487 0.004334 0.055814 0.054119 0.094401 0.115101 0.101532 0.473345 - 0.023547 0.220770 - 0.001702 0.000000 0.000000 0.000000 0.000000 0.411011 0,314521 0.213500 0.214310 0.315413 0.337134 0.245002 0.241610 0.331435 0.204030 0.301715 0.210172 0,204901 0.210102 0.172940 0.173499 0.201433 0,207743 0.130373 0.139974 0,207626 0.169101 0,109004 0.110114 0.149055 0.132747 0.043047 0.043441 0,13244) 0.073490 0.034482 0.035141 0.073532 0.057144 0,014266 0.014094 0,048041 0.041410 0.171467 0.171145 0,012231 0,011894 0.050706 0.090319 0.105417 0.110774 0.070399 0.075103 0.040111 0.043015 0.000000 0.000000 0,000000 0.000000 0,131714 0.051201 0,017205 0.100138 0.110785 0,041203 0.047341 0.144674 0,142111 0.039745 0,040076 0,120214 0,120440 0.031411 0.032010 0,113704 0.113493 0.027730 0,025814 0,004017 0.095321 0.022309 0.021413 0.041411 0.010463 0.017313 0.016657 0.047427 0,065954 0.005296 0.004336 0.044004 0.042912 0.002237 - 0.005102 0.040015 - 0.033793 - 0.020421 0.021352 0.004793 - 0.018145 - 0.011271 0.012006 0.004343 • 0.030649 0.019474 - 0.045621 0.021914 •0.023415 0.022774 0.000000 0.000000 0.000000 0,000000 - 0.000251 •0.033574 - 0.020275 0,021033 0.009114 - 0.032087 - 0.010147 0.021077 0.009109 - 0.031594 •0.019077 0,021403 0.001003 • 0.029122 - 0.011141 0.020433 0,001404 - 0.028118 - 0.017090 0.019564 0.000033 - 0.025151 • 0.015549 0.017110 0,007233 - 0.032933 •0,013712 0.015471 0.006111 - 0.410532 •0.011277 0.013161 0,004922 - 0.018517 •0.010456 0,013049 Page 13/14 RECEIVED CITY OFTUKWILq JUL 2 0 2000 PERMIT CENTER ' SS 113 0.000 0.100 •0,277 -0.000 .0.100 0.277 0.054081 0.034135 0,005035 56 129 0.000 0.058 •0.213 .0.000 •0.048 0.213 0.039861 .0.007712 4.019258 57 121 0.000 0.058 •0.213 0.000 •0.058 0.213 0.000521 - 0.007674 - 0.010710 58 122 0.000 0.058 4.213 0.000 •0.058 0.213 0.000858 0.031882 0.014108 . 59 123 0.000 0.058 -0.213 -0,000 -0.058 0.213 0.040015 0.031690 0,005623 60 135 0.000 0.129 •0.373 0.000 .0.129 0.373 0.023206 - 0.010000 - 0.017042 61 131 0.000 0.129 -0.113 0.000 -0.129 0.373 - 0,010398 •0.010752 •0.009259 62 122 0,000 0.129 •0.373 0.000 •0.129 0.373 •0.010058 0.023548 0.012824 43 133 0.000 0.129 •0.373 0.000 •0.129 0.373 0.022955 0.022833 0.005118 64 145 0.000 0.182 -0.550 -0.000 •0,182 0.450 0,008971 •0.010364 - 0.012860 65 141 0.000 0.182 4.550 •0.000 •0.182 0.450 4.015518 •0,010279 •0,006901 46 142 0,000 0.182 4.540 -0.000 -0.182 0.550 4,014715 0.014241 0.009838 67 143 0.000 0.142 -0.550 4.000 •0,182 0.550 0.009305 0.014138 0.003957 66 195 0.000 0.068 -0.164 •0.000 •0,068 I. 0.164 0.006562 •0.007691 - 0.015238 49 19? 0,000 0.068 -0.164 0.000 •0,068 0.164 0.026493 0,031736 0.007600 70 209 0.000 0,097 •0.164 0.000 -0.097 0.164 0.040007 0.031819 - 0,003129 71 20X 0.000 0.097 -0.164 0.000 -0.097 0.164 0.000738 0,041943 •0.003131 72 219 0.000 0.103 -0,274 4.000 4.103 0.274 • 0.021570 •0.009156 - 0,003350 73 21Y 0,000 0.103 •0.274 0.000 •0.103 0.274 0.012391 0.012447 •0.001947 74 229 0,000 0.143 •0.274 4.000 4.143 0.274 0.008205 0.050133 0.007307 75 22X 0.000 0.143 •0.274 -0.000 4,143 0.274 •0.013385 0.081495 4.012399 76 249 0.000 0.052 -0,138 •0,000 -0.042 0.134 0.001932 - 0.009344 - 0.009146 77 24Y 0.000 0.052 -0.138 0.000 •0.092 0,138 0,008473 0.022005 0.005228 78 239 0.000 0.091 4.138 0.000 •0.091 0.138 0.022200 0.022327 - 0.001370 79 25X 0.000 04091 4.138 0.000 •0.091 0.138 - 0.008829 0.027314 - 0.002082 wecnwealth Assaciatea, Irc. Page 14/14 MICINED MY OF TUKWIL A JUL 2 0 2000 PERMIT CENTER • , i 4, Backup Data • r: •, ••••„„ , • • ,•.• • • . • • RECEIVED CITY OF TUKVINA JUL 2 0 2000 PERMIT CENTER ; SCL Structure DU 0/50 USWest Site #SEA-4598 Looking Northwest Structure Base cny OF TUKWILA JUL 2 0 2000 PERMIT CENTER i K •t0 u.a. *••,1ttt0 Hutt . rug 4 LIKS A NN C NotMM1 tia sum stems. • root 'UMW 4watu tour"' 4, own= bc•ii/ K+ES 344.5 44 r 1,4449 4i ►a9a4stM�N4 94 Sel tA t tQ� tts -a• C.& 14 • 1' v to or Ire thtroo f1tl, 1t'•! fifN�t4MW, r 1ttt. 11' •0 444 '71'•7• w4u i4 IC.(i racing, *PAK ll +tE1 1raPt 4 0044:4 tl44 §OUrIPIE,S L ATl4N. or tocr4330 .44, Mb B 4191 i ( r% / 4MGE 4wtE ttea41t0 1ifH1t WfthW i6339547 ?C*Ea/ 4TE3 ;4;.MI.4;t tapr;:E9 'Et24 r �:4wxt SOUTHEAST eLEVAT1ON, AbH REORIVID OITY OFT MME A 0 SITE PEASPECfl 11 2 0 2000 PERMIT CENTER V Ivry Antenna Support Sactures Standoff Wireless Frame for Three Antennas on Vertical Angle Leg Standoff Wireless Frames support three panel antennas with a maximum center -to- center antenna spacing of 10' (3.048 m). Included antenna - mounting pipes are pro- vided in the lengths shown. Frame mounts to a range of angle sizes on 4 -leg towers and include a stabilizing rod, 2 -3/8" (60 trim) diameter x 13' 4" (4.064 m) long. Frame features: Installs to vertical angle: 2.1/2" x 2.1/2" (64 mm x 64 mm) w 6 "x6" (152 mm x 152 trim) 10' (3.048 m) Included Face width: Stabilizing Rod: Galvanized Design loading, per EIA- RS- 222 -C, is for 100 mph (161 km/hr) and 1/2" (13 mm) of radial ice, The Wireless Frames support three panel antennas With up to 8-ft: (0.74 m') of flat -plate equivalent area each, a maximum wind load of 320 lb (1,423 N) per antenna, $taauttn tot', --� 2.318'160 mml 1 :3' 4' 14 :064 ml tong 2' 9' 1838 mm) (typical) 2.1/2�i64 mm) fi :.1/2' (64 nuns to 6'4162mm146'1152mm! 4' 1.3/8' 011,316 ml 'I 10'0'13.048nn1 lacd wtt'ln (60mm400 anttnna• mounting a$ot tinelua11a, anttena• motmong R'pu Product Antennu.Mounting Number P1 . e•len _ th 99:91 99:97 5 6' (1.676 m) 7' 0' (2,134 m) Weight 300 Ibs (226 ti kg) 313 Ibs (233.6 kg) valmont p MICROFlEcT Standoff Wireless Frame without Tower Mounting Hardware Standoff Wireless Frames support three panel antennas .with a maximum center -to- center antenna spacing of 10' (3.048 m). included antenna- mounting pipes are 5' 6" (1.676 m) long. Frame mounts to pipe -leg or angle -leg towers with a Pipe Mount Adapter Kit (p. 15,04- 15.08). A Pipe Adapter Kit is chosen to fit the Frame's 2 -7/8" (; m) OD vertical pipe. A stabilizing rod, 2.3/8" (60 mm) diameter x 13' 4" (4.064 m) long is included. Frame features: Installs to vertical pipe or angle with Adapter Kit Face Width: 10' (3.048 m) Stabilizing Rod: Included Galvanized Design loading, per E1A -RS- 222 -C, is for 100 mph (161 krin/hr) and 1/2" (13 mm) of radial ice, The Wireless Frames support three panel antennas with up to 8-ft: (0,74 m=) of flat -plate equivalent area each, a maximum wind load of 320 lb (1,423 N) per antenna. Staodlttni too, 2.3/8 460 mm) i 13' 4' 14.064 m) long ✓� 2.7/8, 173 mm4 CO wittiest mot ''..64 3' 1.3/16' 4 1941 mm4 • 2.3/8' 160 mm4 00 anttnnaanrounung CIO! ttnetuc I :' (838 ' 9 mm) (typical) 10'(3.048 m) •tact 004111 1' 6' 11,676 mt • get It ig 3 valmont . • MICROFIECT 1--„(i 1 Part list q No price P yr i 92422 555.00 93424 $ 165.00 92+25 535.00 2.00 92427 595.00 18.00 92428 $120.00 22.00 92429 5305.00 83.00 92430 5365.00 115.00 92431 $445.00 95.00 92432 5450.00 99.00 92433 5455.00 105.00 92435 5410.00 93.00 02436 5755.00 125.00 92500 5325.00 157 .00 92501 S630.00 283.00 92502 5883.00 429.00 92503 81505.00 728.00 92504 81633.00 932,00 92505 S119.00 44.00 92506 5130.00 45.00 92507 5151,00 74.00 02508 51157.00 81.00 92509 5194.00 99.00 92510 5359.00 176,00 92511 5470,00 269.00 92512 5692.00 405.00 94001 577.00 18.00 99019 52.420.00 636.00 99020 52670.00 831.00 99021 52900.00 954.00 99022 53090.00 1367.00 90024 S 1950.00 380.00 99027 53215.00 1500,00 99137 580.00 31.00 99138 563.40 26.00 99276 5525.00 328.00 99277 5325.00 225.00 99278 5625.00 542.00 99279 5162.00 . 41,00 99280 5375,00 • ,..., 250.00 99281 5385.00 260.00 99282 5420,00 31+.00 99283 5390,00 170,00 99284 S463.00 170,00 99285 5390.00 398.00 99286 36+0.00 443,00 99287 5290.00 183,00 99288 5315.00 200,00 99289 5305.00 380.00 99290 5830.00 43.4,00 99291 5995.00 568.00 99292 $ 435,00 275,00 99293 5472.00 305,00 9929.4 5615.00 422.00 99295 5280.00 160.00 99296 5305.00 170,00 99297 51020.00 581.00 99298 5835.00 455,00 99300 53555.00 960.00 99301 54425.00 1110.00 99302 S4590.00 1260.00 g43 n and page 10 10 24.10 14.09 24.09 24.09 24.09 24.10 24.10 24.10 24.09 24.09 20.03 20.03 20.03 20,03 20.03 20.05 20.05 20.05 20.05 20.05 21.06 21.06 21.06 21.08 9,03 9.03 9.03 9,03 9.03 903 15.03 15.03 15.13 21,04 21,03 21.04 21,01 21.02 21.03 21.05 21,04 18.03 18,03 18,01 18.01 21,02 18.02 18.06 18,02 18,02 18.03 15,12 15,12 18.06 18.05 20.06 20.06 20.06 Part list Qty per catalog 43 No price Package weight section and page 99303 S4750.00 . 1410.00 20.06 99304 S355.00 175.00 20.07 99305•USS170.00 4.00 20.06 99305•xx call 4.00 20.06 99306•USS270.00 7.00 20.06 99306•xx call 7.00 20.06 99312 54.695.00 3.130.00 22.12 99313 87,580.00 5.105.00 22.12 99314 5135.00 71,00 22.10 99320 5613.00. 411.00 18.03 99327 5344.00 367.00 18.02 99393 S30.00 16.00 17.20 99485 S185.00 81.00 17.20 99486 5203.00. 97.00 17.20 99487 S240.00 127,00 17.20 9951.4 5630.00 288.00 20.01 99515 5733.00. 345.00 20.01 99516 5865.00 510.00 20.01 99517 S970.00 610.00 20,01 99518 5110.00 33.00 20,02 99520 5260.00 106.10 25.02 99521•Grn550.00 4.00 25.02 99521•Gry 530.00 4.00 25.02 99521•Wht550,00 4.00 25.02 99522 5115.00 46.00 23.03 99523 550.00 5.00 25.03 99524 5120,00 31.00 25.04 99523 5120.00 31.00 25.04 99526 5150.00 42.00 25,01 99527 540.00 3.00 25.01 99528 3250.00 80.00 29,02 99529 510.00 4.00 25,02 09533 5575,00 ....................... 192.00 20.01 99540 5340.00 330.00 22.01 99542 5710,00 750.00 22.03 99544 5105,00 22.04 99543 5413.00 381.00 22.02 99546 5395.00 356.00 22.02 99547 5450,00 386,00 22,02 99548 5420,00 362.00 22.01 995.9 5935.00 712.00 222.05 99530 5876.00 618.00 18.07 99531 5886.00 620,00 18.07 99560 5720,00 313.00 18.07 99561 5730.00 517.00 18,07 99173 566.00 69,00 22.02 99577 5110,00 97.00 22.02 99589 51075.00 700,00 19.01 99590 51075.00 700.00 19.01 99591 5260,00 170.00 19.01 99597 5165.00 • .................. 53.00 19.02 99599 51170,00 715.00 19.02 13101 563.00 4,00 7.01 6106 536.00 18.00 4,04 8123 510.00 3.00 2.01 B126 5123.00 105.00 PICEIVED 9126X $ 108.00 94.00 CfTY.OF TUKWILA 8130 592.00 105.00 3.0 8135 511.00 3.00 J U k.00 0 2000 0139 59.00 10 0.30 14.13 PERMIT C $1417 1c • Adjustable Slope Pipe Mount for Pipe Leg Towers Adjustable Slope Pipe Mounts for dish antennas and Wireless Frames (section 18) mount adjacent to the vertical or sloped legs of pipe -leg towers and .accommo- date leg slopes from 0° to 194/2°. With the Pipe -Leg Clamp Kit.(p. 15.08) these 4.1/2" (114 mm) OD Pipe Mounts attach on, up to a 10.3/4" (273 mm) OD pipe. Materials are hot -dip galvanized after fabrication. This pipe mount is designed to support an 8' (2,438 m) diameter antenna at a 100 -mph (1.61 km/h), 40 psf (1,913 N /m:) wind, or an Antenna Mourning Frame with a maximum lateral load of 2.7 kips (12,010 N). (514 mmi b'11134mi 41/2'(114mmi 00 me Pioa {e; •-- '^'!'s� (1O2 mm) 1'7.7 :8' 1505 mmi PIoe,ltg Clamp Kit to, 15,081 G1OI,,o lt+0al4141y Valmont MlCROFIE Adjustable Slope Pipe Mount for Angle Leg Towers Adjustable Slope Pipe Mounts for dish antennas and Wireless Frames (section 18) mount adjacent to the Vertical or sloped legs of angle leg towers and accommo- date leg slopes from 0° to 19 -1/2 °. The 4.1/2" (114 mm) OD Pipe Mounts are available for angle sizes from 24/2" (64 mm) to 8" (203 mm) Materials are hot -dip galvanized after fabrication. This pipe mount is designed to support art 8''(2.438 m) diameter antenna at a 100 -mph (161 km/h), 40 psf (1,915 N /m2) wind, or an Antenna Mounting Frame with a maximum lateral load of 2,7 kips (12.010 N). P f( F 4412' (114 mmi OD pot 5' tt.e34 +nl 4' y....•�L' tlm* Tmi Product Number Description 82183 Ad)uttable Slope Pipe Mount Product 3•1.e8 Number For Angle Sire 82071 2.1V.' (64 mm) :s 2.1/2' (64 mm) i' 8.114' 014 mm) to 8' (203 mm) r 8• t.03 mmi Product 4•l.e$ Number For Angle Size Width 99295 2.12' (64 mm) x 2.12' (64 mm) 1' 8.1/4' (51 Ymn to 6'(132 mm) x 6' (152 mm) OF 8' (203 mm) z 8' (203 mm) P 11.I/8' (58 PERMIT CENTER • i. V•'•r.•'• • .v.. .J Itt• i. 11. 1s.r../J 1.L,• • lisi.ju4tu0tU t SCALA 4.S7t..•b•.A. S''liE 6 Fit 1•AC.C.AsT ANC :.:OmrruNIC.at:ONs AMEgJCELL' Tneie Arne :sem:l panels are ma, latest to Scale's ser :as of professional antenna products for PCS ana similar appl.taticrs :n the 1350-1990.MHz nand. featuring } • Patentrio manufacturing teerh:quds wan materials selec:at7 1 tar .ong :rte anti relniCil y • 56pt ntif a•artt.cai oertormarlce. wit~ low VSWFi wlCe t.'andwrdl.'1 flat trequenc1 response, and externaly low .rte1st!uuu1.1t43n prOa..tas • An !lxtte#, ly Idw profile assign provides mininfal visual • A.+ Metal+ ca'nponarts are GC grounded to minimize ;+gntr ing carnage • A..gyed stainless steel hardware and special ticergtass racorn4i unsure an erandea service ilia Spectttcation>s: • —. _r -- R_+rs..enc' as ,:.•e_._ 1d9G•'t�C9 Mnz liar a ! r°L ____. U�..: 1? ad, .rno•4n,:d SO am ms v .iR 413t imunit cwite.a.. r7a3a•t 043. .10 a8e Pot3t >:i:.C^ .1•11•••■— FMnI te,orick Mdaltn„i, MOWS tww•tr r+•p;tlr• 3d01,14:t1 V•niCot >2S 08 *.M.—•o• — 1••■■••. ZCO wAtt0 (at IC•C', 42 oaae$ tna,t.calvar, Wiwi., ear:rrr.s:' d 3 .SiNedd (Adlt•oaw••l a-- •..r... .rte•. ••.r.. •..........., ._. 1 :•eV•Ci4 60...^t ' Li Jt da rei! Cznrrtaor ?:d ZIN 'irmat . _L r. -`. or • r. r-... .r d 1,r 7.. L rrrr. . t.• /mar sr 4.41% 10 d 3 d 1>< 1:4 •rcnot tfeda 15.r95 .•'tmt I nammommo r- Nowomirom .- I:a- .,3;f.'1t •.. t p;4tt3 area d9 ti (0 233 m•) ••• .•• am ��. �� earti ..•�.• . WI^n :I.nr.v• rat r3• 120 rnan (2C0 s;i 34011 2...le...;m4 53 48 38 inches (11.16 A 303 1S2 tang t ..�.. t,•■•••••••••rte• t••■• .rr■. rr• r••■••■• -n.... •-∎•• — R ,s P. nAa .wu at +mown1 oouans aril4■• 3aaa4 for 1 2 to 9.3 +nem (343 to 135 'eV 00 m4its Panel witnawt ciictmcal cownt;it 1 car ae nver.ta Contact Scala rectum :1g .nvanda mount4ng ctt m6641u ...tn d'cetncdl comm.: qua r0.4ili4) /Or ;1r;1Wr •nrartrdliun ( ,..•...•.•• ,...•_...,.••... ••••••• , • • M,3Cr1ar•Cat edi rj^ 11 9a3u0 Jrt env.'onmcntdi Cangr+•r:b 35 iPpwtatea 11 4+e. :22 F14.04 19961 dnwgr i;TS 300 019.1.4 wn.Cn :nC:uoo tnt: 4141:;, a; toad .moo da on an amcnnd oy w+r, 31 mammiem vilo.+ri 3$ Iry irng,n•dr.n. SdCtan Or 'Ad watalpg for !•rntir SCALA ELECTRONIC CORPORATION Nast Oro Scrc 4580 Pnone (541) 779.6500 Meatorg, OF 97501 (USA) Fax: (541) 779.3991 nttp /.Iwww scaia.net diown —3*4 r 44/ U4 r —Iu0 'AP . 7- 1900/063D 63° PANEL ANTENNA 17 dBi gain 1850 --1990 MHz (broadband) 0° or 2° electrical downtilt r 'I, 1. • / . 1 srls ,_..r..l. 4 Er .,,..,:,..,41-1. I. • +. �✓ 41, .1 n•alwne hon:tintal pattern - V •CC AnzacC11 + •o • ' • \ 4 • • 1• # NI 'v • 110• E•plane ver;+l pattern — V•paanxatton (mown *on 2 itIKVIM.1 oownW 1 CITY OF r+Mt:RtCQt: •s 0 socot#I^W 1ria•",/► 0, U.W aiwiti tire' 2000 Sc. .t;4 gtdcvQn,c Carporation ;y a momoar or me Karnrdrn Grot.p PERMIT CENTER b - aG :' :,O3 J -. • r yr. •- v .•• . rPCO,NNVCiOR”- electrical 1 -s:y r 44/U4 • -:s5 v tt✓ All•• i. .411L.4 sPEcIr1cATIOrNs r'• •�+ • f•'. • • r rE S. . 51 •rte • I '/'•l i J: ' •r .i.• +r • '•'' :IN .'4" s'+, • I a / 4 Yid •ILI'� rI1 rr' i i" hc•.tnl'of}Ith 19 T CIH1 4.4/n •ctic.t1 Pobri:a1 Ion hll inch Mechanical ,y 14i:• U �• + ' M .� 5 r1'1'V I��r _•ty r!31 x;33 #r1 IIII p1 r. •rj•1. I..rr rY�Y SI•i• •'.1 I,r11r 80in .A 12: A +Ire wwi :0 :non tffl;f'1! ' 34 m .3 C3 r •.`!, • /.:: '•�:: r': •' :1+iii ; le: `• 3 :ire! ..It ; I 24d .. .1. a.'•1'.4;140=1 ):t ja14ti!'Yrtl.ij r:,ti r:If 3(r.••r! .1.4f •air• 3U114 !:41 "t !• . "=' t� i, rYr1 '♦. i■ �Y"r'sl ��•'•VY•r`f is�i r'•191I'a ■7yi•it Not: ra :e'r, 1. : +. r , >+.31.Y,d .. 'at; 're: Pi :••••• • -; • „ri�li4 .. 3: ' itOIIN11 NG OPTIONS • 1;w • rr r .1 • r • ,' oft en on n ,y +i1• , itrr t.• 1ar•r:1 +V 1'11'' ,'.r3'•.1; ' ,..'i l i •••.] le } t , 1 * • 1,41, 'Y • • ••.'0 ;r: '• b ! • s :'! 1: 1: 7 • •s' • 1S:4 :' r i 1-121"1; ri•i1'i,i'FS3S i 4, •. '' !it ?� . • ::F ' ,_ ••'; .4;; . '1 :0• :1ti1 •s :c :1u' •.3' w , iCG • .., • :14. '"„ �• • • • , .1 `• irif' • r f r• • 1.•r• • • ' ••1•, •'�•• ' , • ,r( • I,_• • \ • 44, n 'oa' r'4 1. P. _ -• •'� _ t•r� W.'.++ 11�• ••• ':• ••• .. �; 7. • v ` :n11 ' ;a' vA• Of TUMMIA JUL 2 0 2000 ..'! : 77/11 7')I4. (111:1 PERM CENTER 18 at 4 f tU •M J s.. MUM CITY OF 1UKWA JUL 2 0 MO PERMIT CENTER 4 1 t 1 g dal uu - /so TOWER NO. 1±. 17 e.iAZ `'loN. 76 +45- LINE ANGLE.___. ________ MOWER HEIGHT T 70 LOW.ST ARM. 50 1 BOL•V TYPE._.--A_____- Dwc.NO. A I 1 ARMS TYPE.__ A _ ___ DWG. t`1c.__Q=_1 _____ IN5ULATQ2 A55E.M6LY— G TYPE S" SINGLE _STIZING or.____ 4- ___ Uti►TS. TOTAL NUMBER OF UNITS ON 'TOWER..._$ +._._.__ AASEM6L`f DETAILS - Owe. fro. T - IO050 -__ GROUND WIRE PEAK - DWG No. 70-10157 2..R c LE.V..9., .43...... EM._ 41.0 (QADE.1. i1.L • \ As!..04.1r4,1,./ / O R.P. EL EV...IQ�O 5,, ,/ if • \ ELEV.- 1 _ VRADL 1r 4C.CO ELEI. _ GRADE...1 2J_ 2. P. ELEV.... A QOW \\EA�R C.ENTErM ELEV. -411° _ eR- DC.):• .1- R. P. EL.Ev -Igo. _ ELEVNTIOMS ARL' Any SUlarAC° OF emoUMC. G2ADES ARE GIvS.14 FOR, WOCZKING POINTS OF F'OOTINC5a. E,NTE1*-45ION S. 140. LENd't .D'W'G. NO. POLINDATIOM TYPE U'W':. NO. Fc2OTINGES. l 25 t 2E 25 A? 3 EARTH RAE R,SMA21LS, Ex-vNDLO CoNe. P:os5rAL. TO-101GO RA- 11 RECm •I& • 1 11 11 RA E • JUL 2 0 2000 25 11 11 RAE 1. PERMIT CENTER CITY OF SEA. -r- LE.. L1 G�i'-1Tlt`IG DE.P�.2 ► 1MEt'i" PAUL J. RAVERSupt. SKAG I 1 TRANSMISSION LINE. - - 'TOW E.2 E. �. ""1 I O H r` ► t. Js N . ho-r r SCA1 .. • APP• .DK- OW s4 No. N- 17 ID'W'c.t.io. TA-1070 N {� :t e 62 Og For Type A Tocers Fc ''fie B Towers B TED BOCr. AiCEOrRS 1 1,254 re quo °C For Type A Towers 24 • 'Tor Type B Towers 12 n • Exeept az otherwise .specified, steel used in the cot - str uc t iom of these towers s mra l conform to the requireme :ts c. the Amar4oan Society fcr. Test aterials Suz~d. ~d S,ec - r f rati �S for Structural Steel for Bridges, Serial Desizna - t4on A-7-36, with the following °_aceotions • • The yield point shall not be less that 45,000 'mutes {per 'squar° I�/inoh. The steel AShall have at el0tgat c.At, eight d inches of 2O for sections Q� -half 4 no 4,., Y•iri .`.kte•.�s, and 22% for sections one-half inch in thicktess end under. Test pieces one-half inch V..Lek an3 tinder shall bet! flat upon themselves without fracture. Wherever steel canto Y the above spe: i icaticas, the substitute Structur2.? Silicon 1-94-36. be f,:.r dished it accordance with City will 'ant permission to Steel L.S.T.M. Specification. • Steel in anchor bolts, Type Fa e.-:d %b : oc tines , shall have an ultimata s t_ etath e.f S0,000 pounds per square inch. Steel in 121R US c4er cae -ha'_: inch in thickness may be St=uc- tura.'. Steel i.S.,T.?d. A -7-36. }w �+ C Should Nye cotta ac r or ii , the alternate of his :w= d.esigt, he shall rive in his proposal the °comp's to ; s :cal Ltd chemical properties c: the steel he proposes tc use. It is desired that %he w CWer 3 furnished =de: these specifications be cf the best ate latest design a-id all de- signs submitted by bidders as eite:nates aunt show careful CQq s der : tic r with regard to ^ ort io r, s tre' th i d is Yr rr r- tin of stresses ; appeare ice and ease cr erection and ship- me n t . Al? work =1st be done in a thorough and w - k,:'_ ate matter and o.*.ly wcr k✓n vhcrouelly skilled it their r e s?e cti 7 trades shall be em gyred uron the wcrk. DES TGN LOADS: Towers sub .tted under these specificat C -s shell be designed to withstand the combined loads imposed by She dead load of the co uc t e= under a halm' inch of radial ice, the transverse. load due to wind on the iced conductor, the tors- ional end sheer loads imposed by a longi tudirtal pall of three conductors on the see side of the .tower limited to 6,000 pounds per conductor end wind pressure On the tow-- ' MOiIVI L w A co JUL 2 0 2000 G3 . PERMIT CENTER i; vVa:u ' `. . unit loads are as follow Conductor with 0.5 inch radial ice 2.236 lbs .per fA. Wind pressure on load conductor 1.423 lbs . pe: f Maximum conductor tension under above loading, 14500 pounds wind on tower: 13 pounds per square foot om 1.5 times the pro- jected area of one =ace. . Longitudinal pull due to br omen .conductor 6000 pounds' on each of three Broken conductors am the same me side of the tower The actual � tower loads. M1w G e been d er ive G from a study cw the t•... lin e profile :rid the irit loads above given. Tension members of .cross as s: a: i oe 4r oper t zoned to develop the ma.'C.'`......3 allo;vaele .s trees in the horizontal arm =em- bers, but aced not eaaeed 10,000 pat►a.s. ccrrespondi E to a test load e cull to the brewing s es n ..: cf a single insulator ty/rwi 4ftl g•j . • .TEST LOADS: : The above loads are loads shorn, on the dr awi =rs . TEST LOAD STRESSES: 1y 1.5 to ob t.a: the test All t ..e: s shall be designed for the test loads show= o: twe' con w act drawings accompanying these specifications. In nc 08.312 shall 4.713 stress in amy member cr connection exceed the yield point of the steel when the tower is subjected ,.o the test leads sho=rn. ALLOWABLE UNIT STRESSES =ER TEST LOADS: (C -T.v.' i S DES :1 T ) The towers Chow= on the `cc =t: act drawings have been de- sigmed using the .f ollow{..n g allowable u=it s rr esses : Tension and ben =g: 48,000 pounds per square intch (30,000 pounds per square inch far =embers connected t; one leg.) Compress{ oz ,: equals 45,000 - 135. =. - Angles connected by one leg, 30,000 „ Bearing: Bolts 75,000 pods per square a •,. -,..c_ . _Shear:. 3a:ta 371500 pounds par equ.are. i=,cw Maximum 4_c' leg members equals 15C. - Mani.= ?:... of members carrying calculated stress - 200 "-{ :.m .._.,, c,: =ambers carrying me calculated s Mr a sC - 250 • 4'_.2, field cane ec t+ o: s belted. Maximum belt s i,cer.5 /8 i.: ch for towers type A and B. Minimum um bolt size 3/4 inch for tourers type C and D. 84 RECEIVED CITVOFTUKWRA JUL 2 0 2000 PERMIT CENTER•''y%« It ti • it • I f eAAJtINC .I D D1ZLI7.1 7: T`c r numbers bers shah be deli= e_ ad unassembled:. It shall be the r =s tonsibility \of the tcontriCtcr t o Sort end • assembles, and i;d.::nt_ry the` materials' for edeh towed in the • order in\chi c' del iva . is ci l,.rd fc ,;.,j • Liles zembc: s of :ech tower . shall be. bunz_od and So*-: ' '' curely tied te,3- then. The picoo numb= tea? 1 be stenciled in oharactars 1 -1 /2" high on th a outside of each bundle nec_ • th3 mark stompd in V-e stall. • Belt.: and nuts i.n^ltsdiag those furnished in.cacoss of not count, togeth7r with. sm,:11 carts, shad bb packed, in kegs or bo.:e s st,: oar a aouc.h to resist rough ha i ag , Each sit: of bolt shall be sackod sopa atel7 vithim the outer: co-. L' • Conplott tort structures ►rith bolts and L'e'ts shall be included in occh dolifvtry. OI" S 0? DZL 2Ry : Tat City i11 accept doliva C f ' steel funishod ' undo= this schedule' P. 0. B. cars, Seattle, Washington, for delivery to ttls c =cction contractor. Tho bid,prioo for .Sched- ule i shall include all cost or hsndiinr to the P. 0. S. point ' dosicnatod. If steal is fabricated in local shops, the id price shall iacludo the cost of loading on tho erection trucks .in lieu of railroadca:s should he elect to , take de livo"ry in this =non • It is the intent of those spots scat =ens that the erection contractor shall take dal:,zo r ci the stem as above spocified and shall asstma all su'csoqu©nt h.and?iag charges, 'including demuz age on railroad cars. BOLTS AND NUTS: Bolts and :?tits furnished shall conform to tho i ci- 1cring ro qui rem n is : Stool used' in the belts shall conform to Cho specifi- cations for `Yc:t;cr stool as follctrs: ,Steel shah conform to the roquire"me:ts cf Cho , r- ican Society for .Testing Uatorinlz Standard Spe.;•ificatiohs for Structural Steel for Bridges, Swr; #1 04-7-38: ri th the f oiicu;ing caoopticas : - _ .. - • .. K.' •• q ,(a) Yi.cid 'c'oint. 'L ?. =steel for bolts shall conform to the diccpt as to ultimate strength and :yield The yield point shc.11 not be less than . pounds p;z square inch.- CIT . • Y OF TUKWI .ea abo vo •5roo RECEIVED • jUl :2 9400 PERMIT CENTER 1 • i ■ ■ Ira 1.1 r • (b1 Tensile .Strenxth: The maximum tensile strength shall not exceed '75,000 pounds , pe!' .square inch. (c) • 1onmatior.. • . • The steel shall have an elongation cf nc t less ' than 22% in eisht inches.. (d) 'Bend Test; • Test n i oces of the bolt s Y cck shall bend ,cold flat Y upon themselves without fracture of the outside of the bent portion. Material in nine shall be free cutting steel. The nuts shall be capable c, developing tho lull strength of the bolts: . . The Bid ?rico for each item shall include the cost of •belts' and nu to , .Bolts shall bo furnished 3% in excess •.c: tho not count ' ' 1 and nuts and rashers '5% in excess of 'net cous.t . ' . • GaH AND SIZ.S:. , • • All bolts shall he Amaricno. S t, ndcrd equare 'heads, full formed, perpendicular to the cz.s of tho bolt, and tree ; . from projecting fins. . All bolts shall have finished ends and shr.I.1 have the length and grip ordered. , The grip shell be measured be tImen th 3 hood and the °c:ce c; the nut when to lat- ter is run .en the full length of tho thread, by hand,' ae shall ,be one- sisteoath of an inch (1/16") of 1;113 le gths • spec- i ied. , :::acis shell bc' Ame:is :: Standard Screw Threads; coarse series, mac: no cut, and the belt shanks 'ft:22.. size, , standard mild tclerances permitted., , , • Nuts shall be American Standard, hexagon in fwmn, . tapped.,'. chamfered end trimmed. .Tho thread shall be full fcmm3d, and have its cz.s perpendicular to the Pace of 'the nut... FITS: Nuts stall hovo . a Free fit the attire longth of .the thread with unnecessary looseness. . Nuts pey be 'acthrsading of the bolts w_1? 'rot be G1 UTAIN=NG: ' r..; nuts furnished Under this schedule sha21 comply in every de- tho requirements of the American Society. for 'Tex t- . tag materials Standard Soccificeticzs fcr° "Zinc" (Bot- ga14an- • ized) coctiag3 on Structural steel :tapes, plates and so that they megbe run the t ii O r s, yet without re tapped after galvanizing. . al to wed. Gelvw izirg. cf all material s, including bolts and their products, Serial Designation ..123-.13.. G^ vC; ILA s ^ = be •d (mc of ter fabrication. JUL 2 0 -min.!. PERMIT CENTEi; • 4 ■ . .. _ . _............._.,st.0 UwrUt MA I wN - 1 998 OTHER CITY LIGHT TRAP+.. .i SSION WiTH OTHER UTILITiES 115kV TIES WiTH OTHER UTILITIES The output of Cedar Falls Plant is transmitted to PSE at 115,000 volts and to Seattle by a 230,000 volt tie with PSE. CF -FA from Cedar Falls Plant to Fairwood Substation (PSE). The City Light portion is 397.5 kcmil ACSR on single - circuit wood/concrete pales, line post constructton. CF -RA from Cedar Falls Plant to Rattlesnake Lake tap (PSE) in Puget's I.P. #1 Line. Seattle's portion is line post constructton on wood poles. OTHER CITY LIGHT 230kV TRANSMISSION LINES MV-SK from Maple Valley Substation (BPA) to Smoking Substation (BPA), constructed of 795 kcmll ACSR on double- circuit steel towers, except for SPA portion on single- circuit steel towers. SO -DE from South Substation to Oeiridge Substation. Constructed of 795 kcmil SAC on singie- circuit steel poles and the underground portion is.0.9 miles pipe cable. DU -DE from Duwamish Substation to Oelridge Substation constructed of 795 kcmil SAC on single - circuit steel poles. SO -EP from South Substation to East Pine Substation is 0.85 miles of overhead, 795 kcmll ACSR on double - circuit steel towers from South Substation to Beacon Hill Terminus and 4.22 miles of 2500 kcmil copper conductor pipe type cable from Beacon Hill Terminus to East Pine. SO -MA from South Substation to Massachusetts Substation constructed of 795 kcmil ACSR on single circuit steel poles. CR-50 from Creston' u an to outh Substation Is 5.38 miles of overhead 795 kcmll ACSR on double circuit steel towers. DU -CR from Ouwemish Substation for 1.11 miles on double- circuit steel towers and 1,17 miles into Creston Substadon on wood H -frame towers, The conductor is 795 kcmll ACSR. Beacon ilili Cable Terminus 47 RECEIVED CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER Og ,•••••••, 4 1 SEATTLE CITY LIGHT 1 HANSMISSION LINE DESIGN CRITERIA (3/31/99) Tower DU 0/50 Load Conditions • NESC (National Electric Safety Code) Medium, maximum working conductor tension = 14,500Ib. • Extreme wind, 80 mph at 60 deg F. • Broken conductor, assume any two conductors broken that will result in maximum stress in the tower, the broken conductor tension shall be 9,000 lbs., each. The remaining conductors and the tower shall be loaded to NESC Medium conditions. Use the following overload factors: 1.0 for longitudinal loads; 1.0 for transverse conductor tension loads; 1.75 for wind load; and 1.25 for vertical loads. Conductor: "Mallard ", 795 kcmil ACSR. Tower Design See drawing MTD 227 -2 for original tower design criteria. See pages 88 & 89 of Specification 530 for bolt information. Deli n Standards Design loading and tower strength criteria shall comply with the following standards (the more conservative code /standard shall apply): • 1997 National Electrical Safety Code. • ANSI /ASCE 10 -90, Design of Latticed Steel Transmission Structures. • ASCE Manual No, 74, Guideline for Electrical Transmission Line Loading. RIOIIVID OW OF TUKWILA JUL 2 0 200n PERMIT CENTEti .. , . if ; *" Tab ACSR -r 8ARS (NP-SC Fourth Edition) -C. rued ACSP. 'Loading -- Pounds per final foot Code word Cyr mils AWG Number of strands Light . • . Mediu= .=envy Dim- eta:, inches Con- 1 ducror + 0" ice Wv • Wind ( Result- pros - ti ant sure 0" ice . 12 lb/ ( 12 lb sc et mrind WI: ! We Con- duc.or -4- Y." ice W.: Wind Result- pres- � ant sure 34" Ice 8 lb/ 3 tb sa ft wind Wa We Con - I Wind i Result - duc:or ; pres- ! ant • - i sure I ri" ice 3:" ice' 8 lb/ ! 8 lb w ft . wind W•r ! We j We Al 1 Steal Tern Condor Drake Mallard Crane Canary. Pail Cardinal Ortolan • Curlew Slimily Finch Bunting Grackle 31ttern Pheasant Dipper Morns Bobolink Plover Nuthatch Parrot Laboring Taieoa Chu3cs: 795000 795000 795000 795000 • " 8 � 4500 900000 954000 954000 1033500 1033800 1113000 1113000 1192500 1192500 1272000 1272000 1351300 1351500 1431000 :431000 1510600 :510500 :590000 1590000 1780000 45 54 28 30 54 34 45 54 45 54 45 54 45 54 48 54 46 54 45 54 45 64 46 64 ; 94 7 7 7 19 7 7 7 1 7 '7 7 7 19 7 19 7 19 7 19 7 19 7 19 7 19 19 1.063 1.093 1.108 1.140 1.146 1.162 1.165 1.198 1.2:3 ..246 1.259 1 .293 1.302 1.338 1.348 1.382 1.388 :.424 1.427i 1.485 1.488 1.508 1.502 1445 1.602 0.398 1.024 1..094 1,225 • 1. 126 1.139 1.075 1."29 1.183 1.331 1.280 1.431 1.349 1.333 1.440 1,835 1.529 1.737 1,520 1.340 ..709 1,942 1.799 '2.044 2.074 1.063 L093 1.108 1440 1.146 1.132 1.163 1.198 1.213 ' 1.248 1.2259 1.293 ' 302 1.338 1.345 1.382 1.388 1.424 1.427 ..465 1,488 1.608 1,502 1.545 1.302 1. 1.390 L448 1.557 1.63: 1.807 1.341 1.588 1..714 1.882 1.823 1,781 1.923 1. 373 2.035 1.970 2.141 2.084 2.246 .::159 2.352 2452 2.467 2.346 2.582 2.627 1,304 L442 1.318 •1.667 1.360 1.598 1.515 L679 1,820 L796 1.729 1.9.1 1.332 2.027 1.938 2.143 2.038 2.238 2,142 2.373 2.243 2.488 2.344 2.802 2,850 1.042 1.062 1.072 L093 1.097, 1.108 1.1:0 L13. 1.342 1.183 1.173 1.198 1.201 ...225 1,230 1.254 1.257 ..232 1.235 1.310 1,311 L.337 1.338 1.363 1.401 1.652 1.792 1.957 L994 1.907 1.945 1.373 2.024 T.982 2.140 2.039 2.253 2.191 2.389 2.294 2.483 2.394 2.508 2.498 2.710 2.398 2.325 2.698 2.937 2.978 1.964 ( 2.013 ' 2.094 2.255 2.:30 2.193 2.111 2.294 . 2.230 2.417 2.354 2.548 2.470 2.8"8' 2.338 '2.308 2.7C2 2.934 2.3 :9 3.062 2.932 3.190 3.044 3.318 3.3S: 1.375 1 1.395 1 .1.405 1.429 1.430 1.441 1,440 L484 1.473 L497 1.508 1.329 1.535 :.558 1.583 1,383 :.591 1.818 1.818 , 1..544 1.844 L.67L L.683 1.89d :.731 :' 22.319 2.451 2.322 2.889 I2.332' , 2.824 2.335 I 2.712 1 2.57.4 2.343 1 2.798 ; 2.970 , '4.908 13.096 i 3.023 ; 3..:4 i 3.138 ; 3.349 1 3.260 ; 3.413 > 3.361 ' 3.601 ' 3.471 t 3.728 3.30C RECEIVED CITY OF TUKWILA JUL 2 0 2000 PERMIT CENTER PLAN REV1EGV /RC1C71'ING SLIP ACTIVITY NUMBER: MI2000 -173 PROJECT NAME: SCL LATTICE TOWER SITE ADDRESS: S 112 & PAC I--1Y ,, Qriginal Plan Submittal • DATE: 10-23-2000 SUITE NO: XX Response to Incomplete Letter # Response to Correction Letter 1/ Revision �r After Permit Is Issued DEPARTMENTS: Building Division Public Wo ks Fire Prevention Structural Q jtMINA'I'ION O� COM1 N : (Tin's., Thurs.) Complete Ef Comments: ___ 111(1,111pH I, Planning Division [1:g1 4100 1044° Permit Coordinator DUE DM E:.,,� 0-24 -2 Q Not Applicable El TOES /THURS ROUTING: Please Route Structural Review Regairecl REVIEWER'S INITIALS: No further Roview Required DATE: a .()YALS ! I URREC LUNS: (teen days) Approved [ Approved with Conditions REVIEWER'S INITIALS: DUE DATE l I. -2 ODD Not Approved (attach comments) E DATE: CORREC ON t) TE NATION: Approved I] Approved with Conditions REVIEWER'S INITIALS: < <t DUE DATE Not Approved (attach comments) E! UAII E; PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12000 -173 DATE: 7 -20 -2000 PROJECT NAME: SEATTLE CITY LIGHT LATTICE TOWER SITE ADDRESS: , S 112th ST & PACIFIC HWY S xis Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # evision # After Permit Is Issued PEPARTMENTS: guil ing' RT Division 1-25 44) Public Works ■ • Fir Prevention PI nnin Division gi 46.1_2(.0" dewed Z -li"� Structural ❑ Permit Coordinator El DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete El Comments: Incomplete TOES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: poti DUE DATE: % :25 -2000 Not Applicable El No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: �,-22 )1 Approved ❑ Approved with Conditions ❑J Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION ,DETERMINATIOI4: DUE DATE Approved �__, Approved with Conditions ❑ Not Approved (attach comments) _, DATE: REVIEWER'S INITIALS: WRROUTE.DOC 5/99 "§ igts Og 2 City of Tukwila 0 I. - -4!, �r�„ Q Department of Community Development John W Rants, Mayor • Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fan, etc. Date: 0 Z dO Plan Check/Pennit Number: /tl • "2X111,3 env OF TUKWILA (r Response to Incomplete Letter # I ❑ Response to Correction Letter # ❑ Revision h after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: • PERMIT CENTER Phone Number: (42$ 632- 616/ Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ____V=S2 E - Entered in Sierra on in-z&-oo atatimiwwwwwsmoW 06/29/99 Washl : on 98188 • (206) 431 3670 • Far (206) 4313665 -". • .1 • AS21412400 ISM7) DEPARTMENT OF LABOR AND DIDUSTRIES RKG STEM AS PROVIDED BY LAW AS CONST CONT GENERAL •!". r CCO,t° tR. EPP'S EX 76".`g, DAT E 'OS/Pi/2 0 01 1)7/ O V3.9 7 9' ei4scia.kt , AMERICAN. LINE BUILDERS INC 246 TUCANNON RD DAYTON WA 9 9 3 2 8 J . I • Public In and for the State of Washington .• r.; . „ . Detach And Display Certificate s - - 0 • • $$ I certify that this Is a copy of the original license, #AMERII.210CG, which expires 5/1/2001. avid J. amo, Vice President American Line Builders, Inc. Ifer J. tchen My commission expires; 1-13-01 • • • 4rmommerasir • e