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HomeMy WebLinkAboutPermit B96-0161 - ASSOCIATED GROCERS - EVAPORATIVE CONDENSERCity of Tukwila Z .., (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0161 Type: B -BUILD Category: ACOM Address: 3301 S NORFOLK ST Location: Parcel #: 032304 -9024 Zoning: M2 Type Const: N/A Gas /Elec: Wetlands: Water: UNKNOWN Contractor License No.: SEATTRM305OL TENANT ASSOCIATED GROCERS 3301 S NORFOLK, TUKWILA, WA OWNER ASSOCIATED GROCERS P.O. BOX 3763, SEATTLE, WA 98124 CONTRACTOR SEATTLE REFRIGERATION & MFG CO. Phone: 206 762 -7740 1057 SOUTH DIRECTOR STREET, SEATTLE, WA 98108 CONTACT ART FROST Phone: 206 762 -7740 11057 SOUTH DIRECTOR STREET, SEATTLE, WA 98108 *• k** k********.***• k***************************** *•k * * *'k * * * * * * * ** * * * * * * * * * * * * ** Status: ISSUED Issued: 06/10/1996 Expires: 12/07/1996 Type of Occupancy: WAREHOUSE Scopes: Sewer: Permit Descr,i.ption: REPLACE EXISTING "EVAPORATIVE CONDENSER. SETBACKS Units: 00 "1 Front: .0 Back: .0 Buildings`: 001 Left: .0 Right:. .0. Fire Protection: N/A i UBC Edition: 1994. Valuation: 4,000.00 Total Permit Fee:: 148.46 * *k *kkk * *** *k *k ** *k ;4 * *k ** * kk***k********** * * **k ** ** *k*k * * ** * * ** *** * * * * * ** _ da- 1 `t= Permit Center Authorized ignature Date I hereby certify , that I have read and examined this permit and know the same to'be true and correct. All provisions of law and ordinances governing: this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction-or the performance of work. I am authorized to sign for and obtain this building permit. Signature: Date. (4 ts..f.1,_( (4..) Print Name:_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. CITY OF TUKWILA Address: 3301 S NORFOLK ST Suite: Tenant: ASSOCIATED GROCERS Status: ISSUED App;ied: 06.,-'07!1996 Type: B-BUILD Parcel #: 032304-9024 issued: 06:A0/1996 *A444A1414.4kAlk*ft*A!.44.441,4A4*10,A44444,4,4.04-4P44***A.40(4.440,44A4A441■014.4,44k+dt*4.44**.*k Permit Conditions: 1. No changes will be made to the p unless approved by the Architect or Engineer andthejul;w1.1“uilding Division. All permits, inspecti:onj70'ol$, 00 aPproved plans shall be available at the oh it trio to the:start at any con- struction. lhese,-dOcumentS, are to be ma intainti, and ava I - able until final:- inspectiOn'approval is All structuraj'wel,dingshall be'done•.b.,A.P.O. Certified welders and/SpeciaT :inipected (U13C. - .:306,(a.i5).H 4. Bolts in:Stall.,edinHconeete. shall be .special inspected'. (UBC . , S. When *etial inspection is required either the C.wner arch4ettor engineerSpatl'notify,the Tukwila Bul'iding DivitiCn.,Cf appointment- Of ',the inspection agenciesOrior to thefirst--building inOectfon.opies of all special insPeCOCnreports Shall be:s6bMitted to the Building • Reportsshall contain add, espr!Clct naMe,, permit. nOmber'and tYpe of inspection h ing p)4,rf,crmed, 6. 1 h6SP.Ci...al intpect.Pr:,..sbajjsubMi't a:',final. signed report stating v'ihether th requi ring Special inspection,was:, tothebest Of tjeyinspeCtoir!.s knowledqe,:in conformance wiUi apkoved plans and Specificauicns.and the applicabie Permit Nc: D96-0161 workmanship provisionsvf tie 1iEC. Y. ATonstruction to be done inCOnformanCewirh approved plapS‘andregtiirementS of the tiniforM,Buildi,ng Code 0994 EditfOn)as,,amended, Uniform MeC'hanical'Code.:0994 and 'Washington State Energy Code C1994 EditiCO, 6. Validity of Permit. The issuance of ai:permit cr approval-cf planspectfications, and computationS.Shall not be con-. strued,to,be a'permitfcr, or an approvaJof, any:violation of any oft,he Provisionsof the buijding code or of any other ordinance of the juriSdiCtiOn, No permit presuming to give authority to violate or cancel the provisions of this code shall bel.Valid. CITY OF TUKWILA Department of Community Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 0) (ol PROJECT NAME N6Soci o` +k' c1 i r ocQr.4) SITE ADDRESS 3:3o) or -col SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N/A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. Le'C , - qRT N ifiNA Zt O 047E0411 S 'DATE'. , ROI:ED', . % . 1 � ,x 1 rr FU fM� T.f ;S.-.i .W C'ha, O" bEiiFTgi,'$s A, t •DFE e•P'w a, y ; K•..., )„Q arts., ..aCr3sr%iw'1 !rr :,:'tf ,t v • Plan Review Meeting (0" l _ q tJ l-A BY: (init.) INIT: ,IS BUILDING - initial review 1!1_� ''YY 6/7/61& (ROUTED) CONSULTANT: Date Sent - Date Approved - 3RD NOTIFICATION O FIRE BY: (init.) FIREPROTECTION: 0 Sprinklers 0 Detectors O WA FIRE DEPT. LETTER DATED: INSPECTOR: INIT: 0 43LANNING • ZONING: PAR /LANDUSECONDITIONS? QYes 0 N REFERENCE FILE NOS.: INIT: MINIMUMSETBACKS: N- S- E- W- PUBLIC WORKS • UTILITYPERMITSREQUIRED? Q Yes 0 No UTILITYPERMITSREQUIRED? PUBLICWORKSLETTER DATED: INIT: BUILDING - final review /4'� 6-' 7 ( TYPEOFCONSTRUCTION: NA CERT.OFOCCUPANCY? QYes NO UBC EDITION (year): 1991- /NIT: PBUILDING OFFICIAL /* 6 7/7 ��I;J INIT: �'. REVIEW COMPLETED AMOUNT OWING: r-� CONTACTED f\r+ DATE NOTIFIED `0- � -q O �/ BY: (init.) _____96 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 02/15/96 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDINI PERMIT APPLICATION APPLICATION MUST TIF FILLED OUT COMPLETELY DESCRIPTION BUILDING PERMIT FEE PLAN CHECK FEE. ; : • BUILDING SURCHARGE • AMOUNT : I RCPT # Ss) . at) DATE OTHER: TOTAL _I . u (U SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ PROJECT NAME/TENANT ASSESSOR AC6OUNT # c) Z ?� — CSC O 2. - - «G k i;`C�� a (-2_ 0c_- - 5 _ TYPE OF U New Building O Addition Li Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other. 0-e__,0 a- c.-- w.e�v-c DESCRIBE WORK TO BE DONE: —K \ v 2 ■.J- Q. N S c ?__ '`'L \C�t.� -E C2 xA ,- \ . Q L--z �, v P. p� BUILDING USE (office, warehouse, etc.) c--_, vv-Nc7-- -,--?____.S.I.D7-a-- ----\.a.-.)--W1,-‘ ‘ (,______16-1. L._ e-tr-c---;,,,,, (_c& S-c,),r a ,\,,- NATURE OF BUSINESS: v C?. _c_"�-- LCCC ,r ,,- _,- O WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, nrw building requirements may need to be met. Please explain: in X 3c SQUARE FOOTAGE - Building: Tenant Space: Area of Construction: •_r> CA WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE 0 (Yes IF YES, EXPLAIN: OR HAZARDOUS MATERIALS IN THE BUILDING? �� e•- C-z , ��s --Ce v■,, • System No %vim V YOU vJ � FIRE PROTECTION FEATURES: 0 Sprinklers 0 Automatic Fire Alarm PROPERTY OWNER ,�� PHONE , _7 1.� Z o �40c__ �5. ADDRESS —� c_�_ ZIR j t� _O ` -�u ;_' O�`C — �,_`V CONTRACTOR e ,,.e ¶p• i It rnat,u a = c-Z.o z& PHONEriCvZ- fin Li ADDRESS L`G `-1 ��rc L.) -17, \�� ■ 2e_ (. -e_ - c�� . Z111.,?.._, \ G Q WA. ST. CONTRACTOR'S LICENSE #��c —. ir\ --C l t, (1•2.) 5 EXP. DATE PHONE Z` �l ? ( — acc, cv ZIP 9 tv35 ARCHITECT 7 )E;\� ,�uX22 l_- e �Ca.- )r1Lc c . Q e�.• SC� aiac , ADDRESS,Dovcci,g.,,, , `�.,�t -`ice (�V4- VL,r�--A -N'� l .I•; HEREBY CERTIFY:::THAT :I; HAVE READ: AND EXAMINED ::THIS. APPLICATION AND KNOW THE: :SAME BE TRUE 'AND' AND AM `AUTHORIZED'; TO APPLY. FOR THIS :PERMIT. BUILDING OWNER OR AUTHORIZED PRINT NAME AGENT ADDRESS r cj ‘--D CONTACT PERSON SIGNATURE \_ DATE (0 4� PHONE CITY2I' D }at._ 96a, c PHONE �sDZ_ r� APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 1N221Q3 COMMERCIAL SUBMITTAL CHECKLIST NEW COMMERCIAL BUILDINGS /ADDITIONS El Completed building permit application (one for each structure) CAssessor Account Numbor Two sets (2) of the following:: n Specifications COMMERCIAL TENANT. IM PROV EM ENT Completed building permit'applicat(on (one for each`etruoture or tenant):::- Assossor Account Number Two (2) sets of construction ptans, which include:' n Site plan nStructural calculations stamped by a Washington State licensed •: engineer; n Soils report stamped by a Washington State licensed engineer Topographical survey I 1 Energy calculations stamped by a Washington State licensed engineer or architect: n Legal description nWorking drawings, stamped by a Washington State licensed architect, which include: • Site plan • Architectural drawings • Structural drawings. Mechanical drawings • Elevations . Civil drawings. • Landscape plan Completed utility permit application (one for entire project) n_ n Six (6) sets of civil drawings NOTE: See utility permit application and checklist for specific utility • Location of tenant space • Existing and proposed parking • Landscape plan (if applicable, 1,0„ change of use Overall building plan • Tenant !mason • Use of adjacent (common wall) tenant •.Overall dimensions of building or: square }cola Floor plan of proposed tenant space • Tenant space plan with use of each room labelled.' • Exit doors, egress patterns. • New walls, existing wall, and Walls to be demolished CConstruction details •.Cross sections showing wall construction and method of attachment for floor and ceiling. 1 Structural calculations stamped by a Washington State licensed engineer may be required if structural work is to be done (2 sets) NOTE: If any utility work Is to be done, submit separate utility permit application and plans. submittal requirements. RACK STORAGE Li Completed building permit application Assessor Account Number. n Two (2) sets of plans, which include: Budding floor plan showing: • Entire space where racks will be located • Exit doors • Dimensions of all aisles. Tenant space floor plan showing rack storage layout, aisles and NOTE Include dimensions of racks ( height, width and length), aisles and oxit ways on plan: Structural calculations stamped by a, Washington State licensed. engineer (rack storage 8' and over). RESIDENTIAL REROOF r) Completed building permit application (ono for each structure) 11 Assessor Account Number nNarrative describing existing roof, material being removed,' and being installed NOTE: A certification letter is required prior to final inspection and sign- •....•.......... ANTENNA/SATELLITE DISHES Completed building permit application Assessor Account Number Two. (2) sets of plans; which include: Site Plan (showing building and location of antenna/sateilitedish) r Details antenna/satellite dish and method of attachment Structural calculations stamped by a Washington State licensed, engineer may be:required. NEW SINGLE-FAMILY. DWELLINGS /ADDITIONS n Completed building permit application (one for each structure) RESIDENTIAL REMODELS 11 Legal description nAssessor Account Number 11 Two sets (2) of working drawings, which include Completed building permit application (one.far each structure Assessor Account Number Two (2) sets of working drawings, which include Site plan • • Foundation plan •. Floor plan. • Roof plan • Building elevations (all views • Building cross - section • Structural framing plans NOTE: 71 any utility work Is to be done provide utility permit application and plans must be submitted • Site plan eon plan, show closest hydrant location:. • Foundation plan Include access to bullring, showing • Floor plan width and length of access.) • Roof plan • Building elevations (all views). • Building cross - section • Structural framing plans n Washington State Energy Code data n Completed utility permit application Li Six (6) sets of site plans showing utilities. NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements. Additional topographical and soils information may be required if unique: site conditions. REROOFS Completed buildng permit application (one for each structure) n1 Assessor Account Number Narrative describing existing roof, material being installed: material being removed, and NOTE: A .certification letter is required prior to final inspection and sign off of the permit TA. *•kk*.k..,b:k: }A*), A. hk: l: kk lAk**A.A*Pc*r * *k9c**k**AA• loch •kk +'a44kie•.tkS'drktkchF C ;l:TY OF TUKW]:LA, �i n) lr.(ln�li"1, kk** •1.:l•kA+k #Akk•k*�r•kk•kk•kk kA�•4�.1*Ah: ;l:i•' • hk• 1 hk• kAa c •kkk***A•kk*!rklr•k:k:+r'k*i•k 1'R(•ti'1SMtT t•tumbora 96004237 Amount; 148.416 06/07/96 (0:28 Pav!nerit.Method: CHECK Notation: SEATTLE R(:1 (11t Init: SLli Permit No: B96-0161 Type =: 13•-BUILD BUILDING PERMIT Parcel Ala: 032204-9024 Site Address: 3 sO1 S NORFOLK ST Total Fees: 148.46 This Payment 148.46 Total ALL Pmts: 148.46 Balance: .00 A***kk*kA*� A*** **A**A*i.*, *A•,lf•,i•k*A•k+l:•A.Ak*h1, +r•A•k,' k*' *3*A **A*AitAk *••k*A• Ac''ount Code Description Amount 000/322.100 BUILDING - NIME S 07.25 . O00/34'5 83() PLAN. CHECK •- NOtdRES 56.71 000/286.904 STATE BUILDING SURCHARGE 4.50 0330 06/10 9611 TOTAL 148.46 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 INSPECTION RECORD Retain a copy with permit 8q(j O)L PERMIT NO. 6)4,31 -3670 Project: 4 c" - k....) A (...1EYZ.2 Type of inspectio'. r Address: Date called: Special instructions: Date wanted: /_ it 9 9(0 ttSS(( / a. . Requester: „ �.-- 11w Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Dater $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • . *....11..■■■■•■ VASS ..I.AtebaskrVev, CROai 12 '96 10: 1R11.api.Tin7,41_2(LeTU A AND INDUSTRIES - B&CSIS CO RACTOR INFORMATION INQUIRY"' LICENSE NUMBER CONTRACTOR NAME PARENT COMPANY SEARCH NAME ADDRESS LINE 1 ADDRESS LINE 2 CITY/STATE,ZIP TELEPHONE EFFECTIVE DATE mommoramp SUSPENDED DATE BIRTH DATE OPTION : P.2/2 4MARIMMOM STATUS ACTIVE CONTRACTOR TYPE CONST CONT TOSAMPUIPWWW0g0011147 SEATTLE REFRIG 41521RATAWTOWAI9 fiEMOIA0 OWVONAt gt294100=12,41, 11/13/70 ONWOMP 00/00/00 00/00/00 00 COUNTY KING BUSINESS TYPE CORP GRANDFATHER CODE ' N/A SPECIALTY CODE 1 COM,INDIRE SPECIALTY CODE 2 WELDING .l • Douglas Engineering • 909 Seventh Avenue - Suite 201 - Kirkland, WA 98033 STRUCTURAL DESIGN CALCULATIONS NEW CONDENSER SUPPORT MODIFICATIONS PERISHABLE PRODUCTS BUILDING SEATTLE, WASHINGTON r (-1110Y E CITY OF TUKWILA APPROVED JUN 071996 AS NO •I EU BUILDING DIVt3ION ASSOCIATED GROCERS, INC. MARCH 1996 D.E. JOB NO. 96014 i� • EJ, "PE$ (1 .31 , o330S•1c. 4,04. 416 O r. c Cvr y0,,g4.4.20re sr (s0.1Vc1s 8ti) (206) 827 -8938 FAX (206) 827 -3482 CITY OFETUKWILA MAY 2 9 1996 PERMIT CENTER • : DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (206) 827 -3482 S:.e..Yf:S,�rriate..ro ■'N'r w- .r,. "...n+ JOB q 601' SHEET No. OF c `- CALCULATED BY 1'• .. DATE CHECKED BY DATE - SCALE S . • —f— _1...._i ,.r e Bois (i:o9(1.3H ') l.Zx/ / b. race . 13 (ix /` s,2 Co,,,o ,err. C 62, 0g0 q Ct./ Mecll Nix r,Lota-^3 r r Mac4.; to <� e 644 0414 ; 4rro,4 err 1 p L A- z lect,1, ... zap (0U )(y r -1 l #U ' �.. EXtS v •!L cV nsQ'Y.. ASSwe4. IR5;6. 7. 17Z,„/ i Sow 'l /c.t C les,i j Y s.0 3.0 /o, 6 ?0 . • i i • 1 I t t f� i I I r -Jr H 1 f i) To Reorder Cu NESS CUfTOM'"printlng son** TOIL FREE 140048e4327 NE83, Inc., Pi s borouy. NH 03058. Ref. 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(%P_. -.. �.#0,6)(36.)0b)(0,1 X13.' .- 13.7, I " 9 x To Rooks' CO NESS COSTIihrpcinting service TOIL FREE 146004664327 NEB3, Inc., Peterborough, NH 0345e. Ref. No: G 315702368 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (208) 827 -3482 1 Joe 614 0 14 f SHEET NO. OF .51 CALCULATED BY DATE CHECKED By DATE SCE I , t ( i i A; /r -'.7x � .D� _. . ,! s 3 a k • 15c-ow/Aar; 12(• 9 L' > -2,4 -- z3. ,L (ott, e p, ; /1,;t ) . 0k ; 1 7- -1 i . • i r _f.._. �'" , '_1. • ■ 4 ; i I • .._.;..._.., .N_._._..._..........__ • - i (i_ _ _. ... _.. J.._ T ; r , � To Rrrwdot CM NESS CUfT6M"prinW,p service TOLL FREE 14600.111.6927 NESS Ino., PWi ovouen, NH 03131. Ref. No; 0 3157023/8 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (208) 827 -3482 JOB SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE S7 i psfrtic I roy ..x /fr. ee(idK 10 /71 . -- X'at/i2G /Oh r 2(2 7.. ) = S S. � 4- aSSµw.k �P,,c r�or 9 ;rh, -s 'Iukc 1 y oC - Eoid ad .e c .: cq - Y - 1.`i P :. 42.A ,i K.q ,t? etas L 't 1 L `JP4), .y FL- vrtw/ LC. I . zP f /.0E- P(48= 1.2(9.27) 4. i.a(q,i 46,5(I,7() F4 = 1.2 (�E� '•0 l ( -� --� 0.5(f. s ) Pty L = .(.G -I- ors(l, ZI ) = ion g ww - o.1 , I q ,�. S k__c__ritW Vr66/ • Y • .1 I_ To Reorder Cal NESS CUSTirM`prklUng $.Mtt TOU. FREE 1-000488127 NEB$, Inc., Peterborough, NH 03456. Ref. No: G 315702358 neweherae.n..y. Ver. ce Ye. tkee DOUGLAS ENGINEERING 909 Seventh Avenue - Sulte 201 KIRKLAND, WA 98033 (206) 827-6936 • FAX (206) 627-3482 JOB ei SHEET NO. CALCULATED BY CHECKED BY SCALE OF 57 DATE DATE i 1 4...........i. ,---IF r' ; --iv ;, • —1— '1— —4— ' v ...I, • ".:• I, ... et ) ..aCte;d.k'- . " e / I I t. 6 eZt.4.2/77,-4 -i, • : .. - 1 1 1 ' •Li (2, 719) , , _j,/... /14 ' e■ 7,75-if X . - - r - = - _ t (31-) 77 42 I:7-P A-1.01 / o.5-L .:-- /.2.(e ) +/.6(? S) 4- OS(f. 7/) • Pt,"1. .-- i, 2 (e,6P 4- / .0 (ZS) 4- 19,5"( 1, 45-) - l 3. 7 1 ),2-(9:(4) 7414 (1(S-') os (1,2) -- /..3 k. 0.,oeti 0 . . gje w Ai zatp,,i 0.o.5. (4 (R,7,5-')1 e-- ;.?., 4 A 'Pic", : r-', 0,1) ay -,i.- F" 71, e A- -# • . 14.• • -fr fri .-.F-e--, 7-ettf =. of ez Iyo. .... ol . • i , ' , i r- . r . 7 1 f. .......i.- .,.....4.-............... . ; • ; • ; ; . . . I 1 1 ; 1 1, , ' . - •-•i I S • , , ; . - , v- . . . . • i — --r I i 4— II . r --, •—.1 ; . . ■ . . . . . .. • . • . I . ' . • . • . . . . . I . • . . . 1 ■ . —.4 ' . —1 • i'• • • —1 e _1 : . 1 .1 t ' 1 . i • 1 I 1 I .._....r , ,.........„...... , „...., 1 ; .....,_ i ; 1 , i. ......... 1 i -I- ! -4-- ; I -. .. ; ; ; . i I , .....t - To Reader Cd NEBS CUSTIOW'prin ling service TO.. FREE 14004.114327 NESS, Inc., Peterborough, NH 03458. Rel. No: 315702388 • DOUGLAS ENGINEERING 909 Seventh Avenue - Sufte 201 KIRKLAND, WA 98033 (208) 827-8938 • FAX (208) 827-3482 JOB %014 SHEET No. 10 OF 5 CALCULATED BY CHECKED BY SCA, c DATE DATE 1' oN, IN7e/e6r eri1e4P4e koltays (Cr--, PAA-1) L604s.: . Pp!, 202ft el,c4 i po:3 z(61/41) = 4,e? 2 qO = 0, 09 1 1-nit- 1.605 = 20-711 3,y z A Pa -- 2 it ) z1/2. 1_ L6A-D 66/Y6744r/6g /7, Lel z-rt"iiti,sA'it zo.L4 0,oel 3,36 242 ETTh • i r6r. 17 3 111111111M1111.111111111111111111M111 IsAipm/4-; s L . t 81' --1?6d4ck 11 fiGx89 44/t4ei'- fble 1/Ctit- Vit ,t fl(9,c y, e, q734 /-4-7-46te. Bie,40,4/4– ■ r---(0_:)0(6.)(3404.1440,,s-0.,() 7 . /re." 3 : i..... .. .... 4 _ 6 t: . i. ; , 1 ,, .4 ' 1 ; ! 1. 4 ; .-)pz , ,•i,.• • .ti- "z- ..1.' P(1" --, 5' rcd,'0.:i.-.. /2-ite 1 .. .:. . 0 ' , , ' ; AL...... . , , : ' • : 1 ' i ' '''''—.-----ir."1,..L. -; • 0-1.‘"------ki-i--.1wsp.e.c..tio.K. ; ; , ; ...i_ : i i s i i, • 1, . . 1 ; 'pi ----, i - 1 -4 ..— . t 4 ' ' `T !' i 4: - I ll , , • fI ...—J: ,1 • .. : 1 - • t I t t c r> _= gk , , , 1 olc I. • is? To Rafxdor NEBS CUSTereprIntIng serWco SOU. FREE 1140041/11•4327 NESS, FIllarbof014), 0345E. Ref. No. 6 3S7023E8 • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (200) 827 -3482 oe SHEET NO. 9,601T t OF CALCULATED BY DATE CHECKED BY DATE - SCALE 57 I ; Siismc. 4, `4j%s /S ._._ .:.... -: . 4 ; Jcof , asSHe.r2 ./h4- d►. 9irhv Ice LS ...Z.. Of -tort.-&- hii (osai z? 9 i PQ - s ?,y J `` g s L - � � Z z LC Q: 1.2L' t 4oc l,zoe.Sy ) I,o0,8) -- 's(3.f2) - 33.8, = « 1,z(734 /.0(9.8 -V 0.s('3,36) /- (14.f2.) 0,5(2-q2.) ." k W w 0,102 114= 27.9. y53. 3 =1,61 )/1( K sB, 7 N -f r p !2 (K.ej 2369 - 120' r - F,Z.71 0, if 8' 2 1,3- _...... .... . -- _.. 37, CG 4-42 ;M,;,.....';.. 1 4 2 > . . 1 , 0 : ...�_ j i i f j J1 i I. I, Ol/;r@.C/�f0h 1. +. as... OmW .S, s. .0 /-4,.fs - ..`9; rdLr....;0.a4r4 /, 1 i / ,17-Si 1 •-f'L .. `off /Ve.c Jr.r►_.._.ComG, ert : S ~s .r...s W 2,' .m... ,e.,--d: ri, e- 06,081.. ..e.:I'r'tG.i-s'- ......rcr.._i s' l I i i r° , i. L .4 ± , i 1, --1-- r_ 1_..0..5 jre•S �p . CO KS e-_ V4t:Ve..._.4SS_,w"r 4;14 S.) To Reorder Call NEBS CUSTf M°pflntlng servke TOLL FREE 14004188.8327 NESS. Inc., Peterborough, NH 03458. Ref. No. C 315702388 • DOUGLAS ENGINEERING 909 Seventh Avenue - Sufte 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827 -3482 .... . .......:............f_._. JOS 61400 it SHEET NO. 17— OF CALCULATED BY DATE CHECKED BY DATE 57 w � . 6A-14 ,��is ) � s�,, 1) (s. Sel6,' -qsa 2-5 LI((E LO/7>5; o '(5"1 1(0dp- : L D CcMSt,V4 -r0IL l4-l( V W w= QM' ^4' P'S� E••• a v-€✓ n s 1300 ne Mme - P = L --/g,5' Cb - 1.2 30 0 1-7 Lr. 31, 13 z. 2, � r 1 x � y17 �l „ - 0,6 AS _•, Xt _ x 2- &d i./ 3 44 ' ; 1,321 G(p,13)): 'lU; /e.L_' 1- /ry .. 0/.00.IS' "6_.. . I I j ! ! 1 ! ! 4 r 1 To Reorder Cal NEBS CUST *M "printlng POMce TOLL FREE 1.0004854.127 NESS, Inc., Prweorough, NH 03455. Ref. No: G 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827-8938 • FAX (208) 827-3482 ' JOS 416o /4 SHEET NO. CALCULATED BY DATE CHECKED BY DATE SCALE • I tt i 1 .. ..... . • • leArcL4.2-Korit. (C/2.-,Y .4,0,1)! -g-461 . ..... .. 3,3 17, Xi 2- 7 c 1 = 11, \ Lt,-) CL Vito — /if Lr. — m r 416, 4 . 01„ s .5: 2 > Pitt --s-o,oh satEAle: 1.4 t, "" ,:q . 7 .11 . fo,;)Stic4)(3621-P)161::12) L > 01C DXFLECT /DA/ /: ,71 r- 13ticez4v4 : r-te :11).L1 qpv:47:1 3 L ' kehtfer'. • ' . . . " ,..... . L:.0e41 U.021_,11.Y[ it 64. ........ si l i -Lt .1 . > 0 k < 2 1 .C• P : , , '14 ! p frj -: l' ,)- . --,---- . ... .1- . t I To R•Ortift Cd NEBS CUSTihrprinting service TOLL FREE 1410041884OE7 NEB& Inc., Pet 4rIxwough, NH 03458. Ref. No 6 315702388 (TOO' 57 DOUGLASENGINEERING Title : AG CONDENSER CHECK .909 SEVENTH AVENUE, SUITE 201 Scope : JOIST AND GIRDER ANALYSIS KIRKLAND, WA 98033 Number: 96014 (206) 827 -8938 FAX (206) 827 -3482 Misc : E -MAIL: DOUGLSENGROAOL.COM Dsngr : BGT /RSD Date:12- Mar -96 SINGLE SPAN BEAM ANALYSIS Page DESCRIPTION > )ADJUSTED LOADING > )EXTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1= Pin /Pin, 2= Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5= Fix /Free I: INERTIA = 836 in-4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: #1 = 0.084 klf #2 = klf #3 = klf #4 = klf CANT.: LEFT RIGHT TRAPEZOIDAL @ LEFT @ RIGHT X -LEFT X -RIGHT #1 = klf ft #2 = klf ft #3 = klf ft #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4 = #8 = klf ft CONCENTRATED #1 = 13.86 k X = 10 ft # 8 = #2 = 13.06 k X = 18.83 ft 9 = #3 = 12.09 k X = 28.08 ft 10 = #4 = k X = ft •11 = #5 = k X = ft 12 = #6 = k X = ft 13 = #7 = k X = ft 14 = MOMENTS #1 = ft -k @ ft #2 = ft -k @ ft #3 = ft -k @ ft #4 = ft -k @ ft - -- SUMMARY MOMENTS MAX. Span Moment = 196.52 ft -k .... @ Location = 18.816 ft MIN. Span Moment = ft -k .... @ Location = ft @ Left Support = ft -k @ Right Support = #5 #6 #7 #8 k X = k X = k X = k X = k x = k X = k X = ft -k ft -k ft -k ft -k ft ft ft ft ft ft ft ft ft ft ft SHEARS Left Support = 17.72878 k Right Support = 23.96921 k Left Support = 17.72878 k Right Support = 23.96921 k ft -k MAXIMUM MOMENT = 196.5252 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, @ X = 16.128 ft - -> Deflection Left Cant., @ X = ft - -> Deflection Right Cant., @ X = ft - -> Deflection Moment Shear QUERY VALUES (ft -k) (k) @ CENTER SPAN X = 18.83 ft 196.5 2.28823 @ LEFT CANT. X = ft @ RIGHT CANT. X = ft -1.451 in in in Deflection (in) -1.401 r. DOUGLAS ENGINEERING Title : 909 SEVENTH AVENUE, SUITE 201 Scope : 4KIRKLAND, WA 98033 Number: (206) 827 -8938 FAX (206) 827 -3482 Misc : E -MAIL: DOUGLSENGR@AOL.COM Dsngr Date:12- Mar -96 SINGLE SPAN BEAM -ANALYSIS Page DESCRIPTION > >SEISMIC LOADING > >EXTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1= Pin /Pin, 2= Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5= Fix /Free I: INERTIA = 836 in"4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.084 klf @ LEFT @ RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = klf #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4= #8= klf ft CONCENTRATED #1 = 16.9 k X = 10 ft # 8 = #2 = 16.2 k X = 18.83 ft 9 = #3 = 10.8 k X = 28.08 ft 10 = #4 = k X = ft 11 = #5 = k X = ft '12 = #6 = k X = ft 13 = #7 = k X = ft 14 = MOMENTS #1 = ft -k @ ft #2 = ft -k @ ft #3 = ft -k @ ft #4 = ft -k @ ft - -- SUMMARY MOMENTS MAX. Span Moment = 230.39 ft -k .... @ Location = 18.816 ft MIN. Span Moment = ft -k .... @ Location = ft @ Left Support = @ Right Support = ft -k ft -k #5 #6 #7 #8 k X = k X = k X = k X = k X = k X = k X = ft -k ft -k ft -k ft -k ft ft ft ft ft ft ft ft ft ft ft SHEARS Left Support = 20.95306 k Right Support = 25.63493 k Left Support = 20.95306 k Right Support = 25.63493 k MAXIMUM MOMENT = 230.3926 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, 0 X = 16.064 ft - -> Deflection Left Cant., @ X = ft - -> Deflection Right Cant., @ X = ft - -> Deflection Moment Shear QUERY VALUES (ft -k) (k) @ CENTER SPAN X = 18.83 ft 230.3 2.47251 @ LEFT CANT. X = ft O RIGHT CANT. X = ft -1.695 in in in Deflection (in) -1.633 wvybm. 1J 1.maiNGGKlINKI I ltle 909 SEVENTH AVENUE, SUITE 201 Scope : KIRKLAND, WA 98033 Number: ,(206) 827 -8938 FAX (206) 827 -3482 Misc : E -MAIL: DOUGLSENGR@AOL.COM Dsngr l `o t► b7 Date:12- Mar -96, SINGLE SPAN BEAM ANALYSIS Page DESCRIPTION > >SEISMIC LOADING - -Y DIRECTION > >EXTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1 =Pin /Pin, 2= Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5= Fix /Free I: INERTIA = 836 in"'4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.084 klf @ LEFT @ RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = klf #2 = kif ft #4 = klf 03 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = 07 = kif ft #4 = #8 = klf ft CONCENTRATED #1 = 14.5 k X = 10 ft # 8 = k X = ft #2 = 13.7 k X = 18.83 ft 9 = k X = ft #3 = 13.3 k X = 28.08 ft 10 = k X = ft #4 - k X = ft 11 = k X = ft #5 = k X = ft 12 = k X = ft #6 = k X = ft '13 = k X = ft #7 = k X = ft. 14 = k X = ft MOMENTS #1 = ft -k @ ft #5 ft -k ft #2 = ft -k @ ft #6 ft -k ft #3 = ft -k @ ft #7 ft -k ft #4 = ft -k @ ft 08 ft -k ft - -- SUMMARY MOMENTS SHEARS MAX. Span Moment = 206.90 ft -k Left Support = 18.58040 k .... @ Location = 18.816 ft Right Support = 25.60759 k MIN. Span Moment = ft -k . @ Location = ft Left Support = 18.58040 k Right Support = 25.60759 k @ Left Support = ft -k @ Right Support = ft -k MAXIMUM MOMENT = 206.9071 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, @ X = 16.128 ft - -> Deflection = -1.527 in Left Cant., @ X = ft - -> Deflection = in Right Cant., @ X = ft - -> Deflection = in Moment Shear Deflection QUERY VALUES (ft -k) (k) (in) @ CENTER SPAN X = 18.83 ft 206.9 2.49986 -1.475 @ LEFT CANT. X = ft O RIGHT CANT. X = ft 909 SEVENTH AVENUE, SUITE 201 Scope : KIRKLAND, WA 98033 Number: (206) 827 -8938 FAX (206) 827 -3482 Misc : 'E -MAIL: DOUGLSENGR@AOL.COM Dsngr Date:12- Mar -96 SINGLE SPAN BEAM ANALYSIS Page DESCRIPTION > )TOTAL LOAD UNADJUSTED ' )>G -1: EXTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER - ft 1= Pin /Pin, 2= Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5= Fix /Free I: INERTIA = 836 in's4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: #1 = 0.07 klf #2 = klf #3 = klf #4 = klf CANT.: LEFT RIGHT #1 = #2 = #3 = #4 = TRAPEZOIDAL @ LEFT @ RIGHT X -LEFT X -RIGHT #1 = klf ft #2 = klf ft #3 = klf ft #4 = klf ft #5 = klf ft #6 = klf ft #7 = klf ft #8 = klf ft CONCENTRATED #1 = 10.98 k X = 10 ft # 8 = ft #2 = 10.33 k X= 18.83 ft 9 = ft #3 = 9.67 k X = 28.08 ft 10 = ft #4 = k X = ft 11 = ft #5 = k X = ft 12 = ft #6= k X= ft 13= ft #7 = k X = ft '14 = ft MOMENTS ft -k @ ft ft ft -k @ ft ft ft -k @ ft ft ft -k @ ft ft #1 = #2 = #3 = #4 = - -- SUMMARY MOMENTS k X = k X = k X = k X = k X = k X = k X = #5 #6 #7 #8 ft -k ft -k ft -k ft -k MAX. Span Moment = 156.20 ft -k .... @ Location = 18.816 ft MIN. Span Moment = ft -k .... @ Location = ft @ Left Support = ft -k @ Right Support = ft -k SHEARS Left Support = 14.10476 k Right Support = 19.11523 k Left Support = 14.10476 k Right Support = 19.11523 k MAXIMUM MOMENT = 156.2041 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, @ X = 16.128 ft - -> Deflection Left Cant., @ X = ft - -> Deflection Right Cant., @ X = ft - -> Deflection Moment Shear QUERY VALUES (ft -k) (k) @ CENTER SPAN X = 18.83 ft 156.2 1.80764 @ LEFT CANT. X = ft O RIGHT CANT. X ft -1.154 in in in Deflection (in) -1.114 DOUGLAS ENGINEERING Title : 909 SEVENTH AVENUE, SUITE 201 Scope : ' KIRKLAND, WA 98033 Number: (206) 827 -8938 FAX (206) 827 -3482 Misc : E -MAIL: DOUGLSENGROAOL.COM Dsngr 180., S7 Date:12- Mar -96 SINGLE SPAN BEAM ANALYSIS Page DESCRIPTION > >ADJUSTED LOAD > >G -2: INTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1= Pin /Pin, 2= Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5= Fix /Free I: INERTIA = 1220 in's4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS --->> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.108 klf @ LEFT @ RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = kif #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = kif ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4 = #8 = klf ft CONCENTRATED #1 = 27.72 k X = 10 ft # 8 = 02 = 26.11 k X = 18.83 ft 9 = #3 = 24.18 k X = 28.08 ft 10 = #4 = k X = ft .11 = #5 = k X = ft 12 = #6 = k X = ft 13 = #7 = k X = ft 14 = MOMENTS #1 = ft -k @ #2 = ft -k #3 = ft -k @ #4 = ft -k @ - -- SUMMARY MOMENTS MAX. Span Moment = 385.53 ft -k .... @ Location = 18.816 ft MIN. Span Moment = ft -k .... @ Location = ft ft ft ft ft #5 #6 #7 #8 k X = k X = k X = k X = k X = k X = k X = ft -k ft -k ft -k ft -k ft ft ft ft ft ft ft ft ft ft ft @ Left Support = @ Right Support = SHEARS. Left Support = 34.49344 k Right Support = 46.97255 k Left Support = 34.49344 k Right Support = 46.97255 k ft -k ft -k MAXIMUM MOMENT = 385.5309 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, ® X = 16.128 ft - -> Deflection Left Cant., @ X = ft - -> Deflection Right Cant., @ X = ft - -> Deflection -1.948 in in in Moment Shear Deflection QUERY VALUES (ft -k) (k) (in) @ CENTER SPAN X = 18.83 ft 385.5 4.74131 -1.881 ® LEFT CANT. X = ft O RIGHT CANT. X = ft L)OUGLAS ENGINEERING Title : �5e�5% 909 SEVENTH AVENUE, SUITE 201 Scope .KIRKLAND, WA 98033 Number: (206) 827 -8938 FAX (206) 827 -3482 Misc E -MAIL: DOUGLSENGROAOL.COM Dsngr : Date:12- Mar -96 SINGLE SPAN BEAM - ANALYSIS Page DESCRIPTION > >SEISMIC LOAD > >G -2: INTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1= Pin /Pin, 2= Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4= Pin /Fix, 5= Fix /Free I: INERTIA = 1220 in -4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS ---)) All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.108 klf @ LEFT @ RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = klf #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4 = #8 = klf ft CONCENTRATED #1 = 33.8 k X = 10 ft # 8 = k X = ft #2 = 32.4 k X = 18.83 ft 9 = k X = ft #3 = 21.6 k X.= 28.08 ft 10 = k X = ft #4 = k X = ft 11 = k X = ft #5 = k X = ft '12 = k X = ft #6= k X= ft 13= k X= ft #7 = k X = ft 14 = k X = ft MOMENTS ft -k 0 ft #5 ft -k ft ft -k 0 ft #6 ft -k ft ft -k ® ft #7 ft -k ft ft -k 0 ft #8 ft -k ft #1 = #2 #3 #4 - -- SUMMARY MOMENTS SHEARS MAX. Span Moment = 453.34 ft -k Left Support = 40.94612 k .... @ Location = 18.816 ft Right Support = 50.30987 k MIN. Span Moment = ft -k .... 0 Location = ft @ .Left Support = ft -k @ Right Support = Left Support = 40.94612 k Right Support = 50.30987 k ft -k MAXIMUM MOMENT = 453.3432 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, @ X = 16.064 ft - -> Deflection = -2.283 in Left Cant., @ X = ft - -> Deflection = in Right Cant., 0 X = ft - -> Deflection = in Moment Shear Deflection QUERY VALUES (ft -k) (k) (in) @ CENTER SPAN X = 18.83 ft 453.3 5.11399 -2.199 O LEFT CANT. X = ft O RIGHT CANT. X = ft 1 • DOUGLAS ENGINEERING Title .909 SEVENTH AVENUE, SUITE 201 Scope : KIRKLAND, WA 98033 Number: (206) 827 -8938 FAX (206) 827 -3482 Misc : E- MAIL:. DOUGLSENGROAOL.COM Dsngr : Loot'-57 Date:12- Mar -96 SINGLE SPAN BEAM ANALYSIS Page DESCRIPTION > >TOTAL LOAD UNADJUSTED > >G -2: INTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN - 32 ft FIXITY CODE > >> 1 <( LEFT CANTILEVER = ft 1= Pin /Pin, 2 =Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, S= Fix /Free I: INERTIA = 1220 in"4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.09 klf @ LEFT @ RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = klf #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4 = #8 = klf ft CONCENTRATED #1 = 21.96 k X = 10 ft # 8 = k X = ft #2 = 20.66 k X = 18.83 ft 9 = k X = ft #3 = 19.34 k X = 28.08 ft 10 = k X = ft #4= k X =' ft .11 = k X = ft #5 = k X = ft 12 = k X = ft #6= k X= ft 13= k X= ft #7 = k X = ft 14 = k X = ft MOMENTS ft -k ® ft #5 ft -k ft ft -k 0 ft #6 ft -k ft ft -k @ ft #7 ft -k ft ft -k @ ft #8 ft -k ft #1 = 442 = #3 = #4 = - -- SUMMARY MOMENTS SHEARS MAX. Span Moment = 306.20 ft -k Left Support = 27.40953 k .... 0 Location = 18.816 ft Right Support = 37.43046 k MIN. Span Moment = ft -k .... @ Location = ft O Left Support = ft -k Left Support = 27.40953 k Right Support = 37.43046 k O Right Support = ft -k MAXIMUM MOMENT = 306.2064 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, 0 X = 16.128 ft - -> Deflection = -1.548 in Left Cant., 0 X = ft - -> Deflection = in Right Cant., 0 X = ft - -> Deflection = in QUERY VALUES O CENTER SPAN X = 18.83 ft O LEFT CANT. X = ft 0 RIGHT CANT. X = ft Moment' Shear (ft -k) (k) 306.2 3.75609 Deflection (in) -1.494 • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827-8938 • FAX (208) 827-3482 JOB qcooltf- 57 SHEET NO. 1-1 OF CALCULATED BY DATE CHECKED BY DATE SCALE 1/4-T5eAL FRAAIE 4ff_KC/S F,kisr/VG- (oAthr_A/Xae per/y/ LOA-cyder,' ,• SE-Cre6il FleOrEte_rigs... I 2.)<,11( • --4-. VP. ea Jr-7 12, 0 = AlOpE )2:1 7- ti.ct-te P/4/ PEAcTei,/ Ivirmeffe iesemk • . Mtg .73.3 to2-. 2,3it 3.38 i z 0.3'04a To Rowdy Coll NESS CUSTSIbrprinting service TOLL FREE 14004804327 NOS Inc., PeterboncusTI, NH 03458. • I ! Rol. No: 6 3157023NS DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (206) 827 -3482 JOB 4&0141 SHEET NO. 21' OF S7 CALCULATED BY DATE CHECKED BY DATE — SCALE M t./ COMAE.vSCg ... CP Ca a OP iv EX I SrmiC C r„N fs ; . . 1 t r, 0 - I $At. 1041 iii L �iy '4, AL. �` Q lig, t ® N ® . 35 rit _ m jM� 616. AN GDS MCG.';... • 1 --3G. 1 7 • -- ?4, r/ 2 'CT - -le.Or 6.75 1 NODES 33/35, 37.. SCE . . SffT ti...; 5_ ..1, cq[ ��,(::._(litrot ;f z, - Gr 7 1 4 { ; J I i _7 ..i.• i i L i Etek 4..gr3 To Reader CSI NOS CUSTiM`prinUng service TOU. FREE 1800.880.0.727 NESS, Inc• ReerbomKR• NH 03458. Eel. No G 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (206) 827 -3482 .; .. Tl4kt +— yra° -- r..r.w:arr.Tx. <••:+.,••'.5c:: �; ^x'r•<7 n»7,77777.7777,7,,. <•,477,7n•*c•nr.Nx.-r _,1771,- 7.r:vn. >rre,r.,,,,• JOB CVO C9l 41 SHEET NO. rL3 OF .62 CALCULATED BY DATE CHECKED BY DATE SCALE 6VaiitY : p6ieTi6/ii g pffs ritc- ezo F,eh V 4. re ICiOe. ate.. `(DA, -- 1 e'I 1 SECT1p,v - -� Sec(. I /2x 2 6 7 5' 17, 1,2..X10,7 -D`t 3. E I boat it ,K,4E– p 7s 4.. 1 ! __i•_ _ r ; i 1 i __ 4— _ ._I..._ __._._ . _..,......._._ _ .. _._ . _.. ...._. _.._J..... � ._ _�.....� ; _ . _ ......_.._ _.....I.._ .._ - -i_ To Reorder Cal NESS CUSTiM"printing service TOIL FREE I 4300188102 NESS, Inc., Peterborough, NH 03458. Rel, No: G 315702388 114 M1r1,1,7 • • POUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827-8938 • FAX (208) 827-3482 CT 6°14 JOB SHEET NO OF 57 • CALCULATED BY DATE CHECKED BY DATE -. .SCALE • Ee4c/414-: . FOP 7-pt/s(oiti:, -- di: roo( 17, gouts: 9,9 q 0,1,/ "cr CI v-.e 4*- (144 1( 2 •MA.ie 172,5-.;v, — 36 , • ' goj . • -,-4/1.;- fv1 If ;•,,,i1 !,e 1 : . 4 c( 142 2. 1••••• A , F-71 21 . 11.44‘ • _ 06; (F1," 0,qq1P:1, ( C 0 e (Rtimr:3A-, 144 P Z-7 60 Fee/ To Novato C&I NEBS CUSP& M'prInting service TOLL. FREE 1400-688•327 NEBS, Inc Polotbolough, NH 03454 6.6 6 ? 0 • ti X - (F4fAL..5B,R /to 74-30$' .664- org Re.NQG 3IS102388 ,app,!K}M.i'M•r4 • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (206) 827 -3482 TILE Nr.^N}W:S110.0,XR 4'11.4.'YM1 aMnbMYl20.11,Ate•tM71,1,4 10..!�wHMww.+t9+,rv++Y:aNMhMMS, M•��M••�.�.�+.+:+'�•'•r"«..r,�w JOB 41,4 o SHEET P10. IA • OF g -) CALCULATED BY DATE CHECKED SY DATE SCALE • ... _ . f� -�Qttl /4R.G(.0 c I. I II I f , To Reader Cab NESS CUSTIM`pdntlng service TCU. FREE 1.800488•e327 NESS Inc., Peterborough', NH 07458. Re(, No 6 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827-8938 • FAX (200 827-3482 JOS CU* 0 64 SHEET NO • 342 OF CALCULATED BY DATE CHECKED ELY DATE SCALE I i : ; . • -- I_ 4 i"- ! --, • .• • . ; I 1_ --1----7- !-V IX1.1( •••• i44/.4a.c?..5 ::. !‘. , . . , ...i, , ! .. Ma°t : - 7-- -0-$,'s Ar ... : .. Pt„ —M... co.A fxr.s.;#4„;Pk..-:- itzl- ... . . (-A? txti .. . — 1 eaSS S eC..(cro.... ;e,(0(;■ I e; = Fy Af • 07, .:- / 33 ,C AL *> 5 P, Ok. r-gs.s.;cfv, et,D c -61 7F- . 11/ /. EP, » Pc, Ok .3 -',‹ g ail,s (4 ; . V 1 ...o_?e. .j . 4r f. - • Qss 0,-,'“L' Xt ..'"---d),-- ,+3 75.-- • / -• i •• ; • , . 1 ; , ,.. - - 4- - Fr -1 ki) 0 IA. Co 6 leoll-s) - = )..1 , r. pr.* itz.) _ 0_15.F 10 ! ! 3 boils W12-,1 462.,k .. . - 1 . • 1 I 4- +I --- - 7- • - — I -- -!---- 1 1 i etlo. , ( i ! • • • ; , t • ' I. ... L. -; t • t ■••••■ I I • • • I 1 t I I • ! ! • • . f I ri To Reorder Cal N(BS CUSTILleprinting servke TOLL FREE 1-800-888.6.327 NEES, Inc., Peterborough, NH 034.58. Ref. No: G 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (208) 827-3482 JOB SHEET NO CALCULATED BY CHECKED BY SCALE OF DATE DATE 5? ...... . z 11,s net,IC'ovt.•, ((or (4, AA, - z(ivYvy)t 31.8 JL rt. --717fr 7.7 T(4\4 ■ , Fe Al / 2 /1.1 F i-44' s9, P. 6.-1.-r7s (040 7,0 j. k 102-x2.7 coilrod;vii “11 r 44. yt,) q.0 1.5—(31-e•,e) 7 7 ,k 77, 6k... ( 2..11 4- -(.6.q) 7. 7, 041.7- 1.3-(s-f,q)‘= r I L pi A 04 /It 4' :‘,// zit /I( • rild ,..e..... 0 . • I.,,:,--. ti, .7 z...1 .. .........:. • H.. z'L/I.; (0. L ,- ,' A , Lk il-t4..r.,..;r41,14_..64,....11/..A../.q.....,.,_.....4.'1_.:-.7,0..4(.4b.7._(k fie)) .; ''',. 1 'I --r• " It, , , 1 •r- • 14 14 t : i :f i i 1 tz : szq t ..1 ,?__> q.. xa t i . i. .3., . ,.. ____ ----7----1---7-----t---1---t---1 ' 1 ' , ' --, 7 -, ! ; I ' ; . -- • , , ..! ,'/., , : ." C" N74-- (0- Ili- ri)1 (), Arm: ,Cfr CV7 5' • To Maid', cal NESS CUSTillirprintIng Service TOLL FREE 14004604327 NEes. inc.. PeSerbonn.rgh, NH 03450. Ref. No: G 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (206) 827 -3482 JOB °t,bol.t SHEET NO. OF 5 7 CALCULATED BY DATE CHECKED BY DATE SCALE AWCtioe,1G -t To ' 4/exr� . A'ij#Dte _50L Ti ..s///F2 ; V= -: ;'O..q lo.. 4 , - .. .. ! L 04o.A- - -. ®, x- _d(, , _.L. . VK _. .26, i( 3 1 ,, 3 /.73-. . (�.ss CA,./2. A-0 S fre4,C./ 1 I _ / �-- /: _ Vss - 0. 75-4, (s A.b z (l -77-(,,11 1,2o L / 2' 1•' at;,. t p i ) (.' = 6°,000,4; (a s S f,.,r. e. A .16-7 o e A-/04 V VSS- SI,I A 4uh ;�, 1 4 _ till </d0 -cs-,' .7s" er 1 .� p 7/ �% q &V. - (ogs)Z TQ��,2).Y1` - ."1r3toL < k h.Jr f - may, G,�$w.v, ro C ` �Vvof, C f"2C14- d l la( k 6 `1 61.1■64p yG�y 7.. 712,21 7.2s 1 . + /0,s�1' = 4,P ( L 6,04 Vk _ 2 (1. til) tl - 34.1s ■(5_s I o > V., o e .V _O.0 2(2Tott = 2e.3A. <Il Y_ . 9 y1' • LA24 (de� 7, 2.1 IASC �{V I1 TE ; A-4/ F,... CuL - 7764/5 RE..13A -sED ..N.... 2..: /_Sc.,t! DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (208) 827 -3482 JOS SHEET NO Of CALCULATED BY DATE • CHECKED BY DATE SCALE j 1 i -- 5M:_... EVSTi /C,- . 'W /Gx t '/ /CYfd e4cc€ V�. 2g.3 A. %1/K - 1 ,3 sx6 A/crE PPF& P,44 -4 0f crre s (ply, = Q . e5- ZxZ -,A° 2- '✓ 1L L £1J O. -- GJ /41( Pe. lhtlCb (Crc ,e,/�7Rc /!r (l / y� try' a- Ad/Ti0KG/ �hC4.0y— L0C15 Oh �,J2`v�Q.ot 4 ^1 l2 CONAQ_e`pr I rZci-dreGt %SioY. /Oad Id toe /e1i'•t(a( .' ,�Ol� ,, A sl Siarn��l SZee L�w� S�- eG'��a -( /��5, ��oti t<�/�.(t�sa� .4'( A ncL r 101i �✓� P. 7S �►-�. 64_,4 —9' case ,a 2 . z e5-; %afr : ad 51"1-(-4.. Tor SP0.c, " SpQ,,� ( �`r�`•. C0 (as ��S�AC�v�I r 1 3 _7_ _" • ..... . ■ 177.! ii (3i 757 ,_...y2.45-.57i) .... 37 -1.. '.. f ! • ... 1...J.. r— -, / . • ~ . 5 6G /kL. /sP.scrio4/ / /? II ` i i ! ... i 1 1 •/ 1 1 1 To Reorder Cell NESS CUST4.N prInti,ig service TOLL FREE 1400486-0327 NESS. Inc., P t.tQ.ou4A, NH 03150. Ref, No: G 315702368 SHEET NO. SO OF .6 I CALCULATED BY DATE - . CHECKED BY DAM - SCALE i , , • f. . t t-4---- . • r- 6-1c. : P : P ---. IC pc . (2-6 r ; I • • le/-16)(13-2-11 -I-- tip 1--z7L A 4 Pei= (.'s -)A, Le•e" 661 e loc 76-1101c . . t I I I i • t 1 I ; ; t ' I i • i ■ • 1 t t : • i ; • f i 'I :•• ...1.- . : 1 • ---,- . ----, : , .....L 1 1 1 i . . . , ... . ---1 -1. .. ; • . i ; , . , . . • -i ----- ; . ! ; --- f I i -- _I. •I ! 3 1 • i . , I r-; - i l t • ' I -1---- , i [ ,... 1.._. 1 1 .1. I . . I t -i- ! 1 t •t : I. ; 1' • 1 , I* --- ..." -.1— ; — L ...... ......... — : 1 1 . I I : • i if ' 1 I I : .1_,...1 [ 1 i -I ! I : ,, +1 ----r 1— ,--1 ET r I , I ; f , t 1 t : f f • I . f • i • ' T To neon* Cag NESS CUSTSIN`prInUng servke TOLL FREE 1403-886-0327 NEBS, Inc. Polarboroorp, NH 03458. RA Na G 315702388 Irs-P-A-m.skp Douglas Engineering RISA-2D (R) Version 3.02 909 Seventh Avenue #201 Kirkland, WA 98033 AG CONDENSER CHECK NEW CONDENSER PORTION--Y-DIR. E0 • 3(0, .67 Job Page Date Load Combination is 1 : 1.0E Member End Forces Nodes No I J Axial (K) 1 26- 7 -0.07 2 7- 8 0.08 3 8- 4 0.69 4 7- 9 -0.69 5 9- 12 -0.37 6 12- 14 5.82 7 14- 17 3.96 8 8- 10 -1.97 9 10- 13 -5.87 10 13- 15 8.20 11 15- 18 1.78 12 4- 11 -0.00 13 11- 5 -0.00 14 5- 16 0.00 15 16- 6 0.00 16 7- 10 -0.00 17 8- 9 0.57 18 9- 13 0.02 19 10- 12 -6.66 20 12- 15 0.01 21 13- 14 -2.38 22 14- 18 0.02 23 15- 17 -.5.69 24 9- 10 -0.71 25 12- 13 0.89 26 14- 15 1.38 27 4- 10 -10.46 28 5- 10 0.03 29 5- 15 -10.33 30 6- 15 0.04 31 10- 11 0.07 32 5- 13 -0.47 33 15- 16 0.03 34 28- 12 -3.44 35 30- 17 -4.30 36 17- 18 0.36 37 6- 18 0.45 38 1- 19 0.00 39 •2- 19 -0.00 40 2- 20 0.00 41 3- 20 0.00 42 21- 22 -1.62 43 22- 23 -1.73 I-End Shear Moment (K) (K ft) O .86 1.19 O .18 -3.85 - 1.46 -5.47 - 0.15 0.00 O .09 1.01 - 0.04 0.00 0.07 0.47 -0.15 0.00 0.09 1.01 -0.04 0.00 0.07 0.46 -0.01 0.14 0.06 0.21 O .03 0.35 O .06 0.00 O .00 .0.00 -0.00 0.00 -0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 -0.00 0.00 O .00 0.00 7.60 -1.95 O .00 0.00 0.02 0.13 O .02 0.27 0.02 0.23 0.03 0.21 0.00 0.00 -3.16 -1.37 0.00 0.00 6.41 5.78 0.81 1.08 O .21 -3.67 - 1.59 -0.63 -0.01 -0.12 -0.02 -0.20 -0.01 -0.12 - 0.04 -0.24 0.08 0.00 -0.05 -0.52 .-End Axial Shear (K) (K) 0.07 -0.86 - 0.08 -0.18 - 0.69 1.46 O .69 0.15 0.37 -0.09 - 5.82 0.04 -3.96 -0.07 1.97 0.15 5.87 -0.09 -8.20 0.04 - 1.78 -0.07 O .00 0.01 0.00 -0.06 - 0.00 -0.03 -0.00 -0.06 O .00 -0.00 -0.57 0.00 -0.02 0.00 6.66 0.00 -0.01 -0.00 2.38 -0.00 -0.02 0.00 5.69 0.00 O .71 0.00 -0.89 8.53 -1.38 0.00 10.46 -0.02 -0.03 -0.02 10.33 -0.02 - 0.04 -0.03 -0.07 0.00 O .47 -3.67 - 0.03 0.00 3.44 3.76 4.30 -0.81 -0.36 -0.21 -0.45 1.59 -0.00 0.01 0.00 0.02 -0.00 0.01 -0.00 0.04 1.62 -0.08 1.73 0.05 Moment (K-ft)-- 3.85 5.47 -0.27 - 1.01 O .00 -0.47 0.00 -1.01 0.00 - 0.46 O .00 - 0.21 0.51 - 0.00 O .42 O .00 0.00 0.00 0.00 O .00 O .00 0.00 0.00 0.00 - 2.37 O .00 0.00 0.00 0.00 O .00 0.00 2.37 0.00 1.95 3.67 5.59 -5.59 0.08 -0.08 0.02 -0.02 0.52 0.00 RISA -2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 AG CONDENSER CHECK NEW CONDENSER PORTION-- Y -DIR. EQ 3' -0'"57 Job Page Date Nodes I -End No I J Axial Shear (K) (K) 44 23- 24 4.21 0.01 45 24- 25 2.40 -0.02 46 26- 27 0.74 0.08 47 27- 28 -.0.03 -0.05 48 28- 29 4.26 0.01 49 29- 30 1.85 -0.02 50 1- 21 -0.87 1.35 51 21- 33 0.06 -1.02 52 19- 22 0.02 0.00 53 22- 27 0.87 0.00 54 2- 23 1.33 5.96 55 23- 35 3.17 2.51 56 20- 24 0.03 0.00 57 24- 29 1.86 0.00 58 3- 25 2.31 1.38 59 25- 37 2.28 -1.03 60 1- 22 -4.70 -0.01 61 2- 22 0.02 -0.01 62 2- 24 -4.54 -0.01 63 3- 24 0.02 -0.01 64 21- 27 -1.26 0.00 65 22- 26 0.00 0.00 66 22- 28 -5.02 0.00 67 23- 27 0.02 0.00 68 23- 29 -3.07 0.00 69 24- 28 0.01 0.00 70 24- 30 -4.12 0.00 71 25- 29 0.01 0.00 72 1- 31 -1.75 -0.05 73 2- 31 1.74 -0.05 74 2- 32 -1.69 -0.06 75 3- 32 1.71 -0.05 76 1- 33 -0.07 -0.01 77 31- 34 3.82 0.00 78 2- 35 0.39 -0.01 79 32- 36 3.74 0.00 80 3- 37 0.50 -0.01 81 33- 34 1.15 0.00 82 X34- 35 -2.31 -0.00 83 35- 36 5.57 0.00 84 36- 37 2.15 -0.00 85 1- 34 -5.16 -0.00 86 31- 33 0.02 0.00 87 31- 35 -5.18 -0.00 88 2- 34 0.02 -0.00 Moment (K -ft) O .00 - 0.14 O .00 -0.53 O .00 -0.16 0.83 -4.58 O .00 0.00 1.73 -8.14 O .00 0.00 O .95 - 4.56 -0.08 -0.10 -0.08 - 0.11 O .00 0.00 O .00 0.00 O .00 O .00 O .00 0.00 -0.48 -0.50 -0.51 -0.46 -0.09 0.00 -0.11 0.00 -0.09 0.00 -0.02 0.00 -0.03 -0.05 0.00 0.00 -0.06 J -End Axial Shear (K) (K) -4.21 -0.01 -2.40 0.02 - 0.74 -0.08 0.03 0.05 - 4.26 -0.01 -1.85 0.02 0.87 -1.35 - 0.06 1.02 -0.02 -0.00 -0.87 -0.00 -1.33 1.02 -3.17 7.95 - 0.03 0.00 - 1.86 0.00 - 2.31 -1.38 - 2.28 1.03 4.70 0.01 - 0.02 0.01 4.54 0.01 -0.02 0.01 1.26 -0.00 -0.00 -0.00 5.02 -0.00 -0.02 -0.00 3.07 -0.00 -0.01 -0.00 4.12 -0.00 -0.01 -0.00 1.75 0.05 -1.74 0.05 1.69 0.06 -1.71 0.05 0.07 0.01 -3.82 0.00 -0.39 0.01 -3.74 0.00 - 0.50 0.01 - 1.15 -0.00 2.31 0.00 -5.57 -0.00 - 2.15 0.00 5.16 0.00 -0.02 -0.00 5.18 0.00 -0.02 0.00 Moment (K -ft) -- O .14 0.00 0.53 O .00 O .16 0.00 4.58 -1.56 0.00 0.00 8.14 - 8.17 0.00 0.00 4.56 -1 .65 O .00 O .00 0.00 O .00 0.00 0.00 O .00 0.00 0.00 O .00 0.00 O .00 0.00 -0.00 - 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.03 0.00 0.00 0.00 0.00 0.00 • RISA -2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue 0201 Kirkland, WA 98033 AG CONDENSER CHECK NEW CONDENSER PORTION-- Y -DIR. EO 33otS7 Job Page Date Nodes I -End No I J Axial Shear (K) (K) 89 2- 36 -5.08 -0.00 90 32- 35 0.02 0.00 91 32- 37 -5.06 0.00 92 3- 36 0.02 -0.00 93 33- 26 0.01 0.12 94 35- 28 -0.27 3.41 95 37- 30 -0.98 0.19 Load Combination is 1 : 1.0E Reactions Moment (K -f t ) -0.06 0.00 0.00 -0.05 1.56 8.17 1.65 J -End Axial Shear (K) (K) 5.08 0.00 -0.02 -0.00 5.06 -0.00 -0.02 0.00 -0.01 -0.12 0.27 1.82 0.98 -0.19 Moment (K-'ft. ) -- 0 .00 0.00 0.00 0.00 -1.19 -5.78 -1.08 Node Global X (K) 1 2 3 4 5 6 Totals J- 7.23344 - 3.52240 2.94012 4.56592 3.80324 - 0.55343 - 0.00000 Global Y CK) 10.580721 17.08410 3.09564 10.50053 12.93837 1.60864 55.80800 Moment (K -f t ) 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 , " • FELzi RISA-2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 AG CONDENSER CHECK NEW CONDENSER PORTION--X-DIR. E0 3 43't IP 57 Job- Page Date Load Combination is 1 : 1.0E Member End Forces Nodes I-End No I J Axial Shear (K) (K) 1 26- 7 -2.18 0.13 2 7- 8 4.28 -0.08 3 8- 4 5.15 0.19 4 7- 9 3.88 -0.86 5 9- 12 3.88 -2.48 6 12- 14 3.88 -1.93 7 14- 17 3.88 -1.77 8 8- 10 0.26 -0.85 9 10- 13 -0.49 -2.48 10 13- 15 -0.49 -1.93 11 15- 18 0.26 -1.78 12 4- 11 -0.00 -0.08 13 11- 5 -0.00 0.04 14 5- 16 -0.00 -0.04 15 16- 6 -0.00 0.08 16 7- 10 -6.94 0.00 17 8- 9 0.02 0.00 18 9- 13 0.01 -0.00 19 10- 12 -4.31 0.00 20 12- 15 -4.31 -0.00 21 13- 14 0.01 0.00 22 14- 18 0.02 0.00 23 15- 17 -6.93 0.00 24 9- 10 4.22 0.00 25 12- 13 2.23 -0.00 26 14- 15 4.22 0.00 27 4- 10 0.02 -0.01 28 5- 10 0.01 0.00 29 5- 15 0.01 -0.00 30 6- 15 0.02 0.01 31 10- 11 0.12 0.00 32 5- 13 6.11 0.00 33 15- 16 0.12 0.00 34 28- 12 -7.08 0.00 35 30- 17 -2.18 -0.13 36 17- 18 4.28 0.08 37 ..6- 18 5.15 -0.19 38 1- 19 0.00 0.00 39 2- 19 -0.00 -0.00 40 2- 20 0.00 0.00 41 3- 20 0.00 -0.00 42 21- 22 -0.19 -0.00 43 22- 23 -0.16 0.00 Moment (K ft) O .34 -0.42 O .34 0.00 -3.09 O .00 -3.08 0.00 -3.13 O .00 - 3.12 - 0.31 O .23 - 0.19 O .23 O .00 0.00 0.00 O .00 O .00 O .00 O .00 O .00 O .00 -0.00 0.00 -0.10 0.04 -0.04 0.10 0.00 0.00 O .00 0.00 -0.34 0.41 -0.41 0.01 0.00 -0.00 -0.01 0.00 0.00 3-End Axial Shear (K) (K) 2.18 -0.13 - 4.28 0.08 -5.15 -0.19 - 3.88 -1.77 -3.88 -1.93 -3.88 -2.48 - 3.88 -0.86 -0.26 -1.78 O .49 -1.93 0.49 -2.48 -0.26 -0.85 0.00 0.08 O .00 -0.04 0.00 0.04 O .00 -0.08 6.94 -0.00 -0.02 -0.00 -0.01 0.00 4.31 -0.00 4.31 0.00 - 0.01 -0.00 -0.02 -0.00 6.93 -0.00 -4.22 0.00 -2.23 0.00 -4.22 0.00 -0.02 0.01 - 0.01 -0.00 -0.01 0.00 -0.02 -0.01 -0.12 0.00 -6.11 -0.00 -0.12 0.00 7.08 -0.00 2.18 0.13 -4.28 -0.08 - 5.15 0.19 -0.00 -0.00 0.00 0.00 -0.00 -0.00 -0.00 0.00 0.19 0.00 0.16 -0.00 Moment (K ft)-- 0.42 -0.34 0.41 3.09 0.00 3.08 0.00 3.13 0.00 3.12 0.00 - 0.23 0.19 - 0.23 0.31 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.41 0.34 -0.34 0.00 -0.00 0.00 -0.00 -0.00- 0.00 RISA -2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 AG CONDENSER CHECK NEW CONDENSER PORTION-- Y.-DIR. EO 3 Cop s7 Job Page Date Nodes No I J 44 23- 24 45 24- 25 46 26- 27 47 27- 28 48 28- 29 49 29- 30 50 1- 21 51 21- 33 52 19- 22 53 •22- 27 54 2- 23 55 23- 35 56 20- 24 57 24- 29 58 3- 25 59 25- 37 .60 1- 22 61 2- 22 62 2- 24 63 3- 24 I -End Axial Shear (K) (K) -0.16 -0.00 -0.19 0.00 O .24 0.00 0.22 -0.00 O .22 0.00 0.24 -0.00 -4.07 0.18 -4.05 -0.02 0.00 0.00 O .02 0.00 -10.88 0.00 -10.89 -0.00 0.00 0.00 0.02 0.00 -4.07 -0.18 -4.05 0.02 -0.03 0.00 -0.02 0.00 -0.02 -0.00 -0.03 - 0,00 Moment (K -ft) O .00 0.00 0.00 -0.01 O .00 - 0.01 . 0.62 - 0.11 0.00 0.00 0.00 -0.00 0:00 0.00 -0.62 0.11 0.00 0.00 -0.00 - 0.nn J -End Axial Shear Moment (K) (K) (K -ft) -- O .16 0.00 -0.00 O .19 -0.00 0.00 - 0.24 -0.00 0.01 - 0.22 0.00 0.00 - 0.22 -0.00 0.01 -0.24 0.00 0.00 4.07 -0.18 0.11 4.05 0.02 -0.02 -0.00 -0.00 0.00 -0.02 -0.00 0.00 10.88 -0.00 0.00 10.89 0.00 -0.00 -0.00 0.00 0.00 -0.02 0.00 0.00 4.07 0.18 -0.11. 4.05 -0.02 0.02 0.03 -0.00 0.00 0.02 -0.00 0.00 O .02 0.00 0.00 04 65• 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 Lcag'Itia JLi4: 4V AACkks15 ?3124lih:'.'.:SY6,6bERJ0AVON° "OIMAL*Y. 4tRIUME IA 41- G/ 22- 26 22- 28 23- 27 23- 29 24- 28 24- 30 25- 29 1- 31 2- 31 2- 32 3- 32 1- 33 31- 34 2- 35 32- 36 3- 37 33- 34 34- 35 35- 36 36- 37 1- 34 31- 33 31- 35 2- 34 -v.VJ - 0.01 - 0.05 0.01 0.01 -0.05 - 0.01 - 0.03 -0.00 0.00 0.00 -0.00 -0.89 -0.30 -1.73 -0.30 -0.89 -0.10 -0.11 -0.11 -0.10 -5.49 0.02 0.02 - 5.44 Douglas Engineering 909 Seventh Avenue #201 iF14lAC.1Crom -V.VV V.Vu 0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 0.00 0.00 -0.14 -0.62 0.14 0.63 - 0.14 -0.63 0.14 0.62 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 -0.01 -2.75 0.00 - 4.22 -6.49 -2.79 0.00 -4.19 -6.48 -0.00 -0.02 0.00 0.00 0.00 0.00 0.00 0.02 RISA -2D (R) Version 3.02 u.us 0.01 0.05 -0.01 -0.01 0.05 0.01 0.03 0.00 -0.00 -0.00 0.00 0.89 0.30 1.73 0.30 0.89 0.10 0.11 0.11 0.10 5.49 -0.02 -0.02 5.44 0.00 -0.00 0.00 0.00 0.00 -0.00 0.00 - 0.00 0.14 -0.14 0.14 -0.14 -0.00 0.00 -0.00 0.00 0.00 -4.19 -2.79 -4.21 - 2.75 0.00 -0.00 -0.00 - 0.00 Job Paae 0:00 .' 34,01 700 0.00 0.00 0.00 0.00 0.00 0.00 - 0.63 0.63 - 0.63 0.63 0.00 0.00 0.00 0.00 0.00 6.49 0.00 6.48 0.00 0.00 0.00 0.00 0.00 asikz,SP;is,tMekraliSMS`stV4^sIV,i, f."1 AG.CONDENSER CHECK NEW CONDENSER PORTION- 1( -DIR. EO 4L'�711R'l,TlgStM *16' = == = = =____ = = =_ = =_ =_ =____ =_ = =___ = =___ = = == Nodes =_= I -End No I J Axial Shear Moment (K) (K) (K ft) 89 2- 36 -5.44 -0.00 -0.02 90 32- 35 0.02 -0.00 0.00 91 32- 37 0.02 0.00 0.00 92 3- 36 -5.48 0.00 0.02 93 33- 26 -2.17 -0.11 0.02 94 35- 28 -7.02 0.00 0.00 95 37- 30 -2.17 0.11 -0.02 Load Combination is 1 : 1.0E Reactions J -End Axial Shear (K) (K) 5.44 0.00 -0.02 0.00 -0.02 -0.00 5.48 -0.00 2.17 0.11 7.02 -0.00 2.17 -0.11 Moment (K -ft) -- 0.00 0.00 0.00 0.00 -0.34 -0.00 0.34 Node 1 2 3 4 5 6 Totals Global X (K) - 9.1773 J- 0.958681 -9. 1bQbb - 5.25288 - 6.19666 - 5.25073 - 56.02733 Global Y (K) 3.87553 - 0.00378 - 3.87077 - 0.20281 - 0.00005 0.20188 - 0.00000 Moment (K ft) O .00000 0.00000 0.00000 0.00000 O .00000 O .00000 0.00000 uv „!.,An rnw.w�x ;a:;r. ,�.. _;:x::, >. ..:::w;.� �r.:.a acv re;,• ar•;r:. ,r „�.n,•�.,,v,.x. Physical Data — Model AFC DESIGN DATA MODEL NO, a SPRAY PUMP (11 FAN 12) 13) C OPERATING (4) REFRIGERANT CHARGE Mil WEIGHT OW) - MULTIPLE UNITS CONSISTING OF TOTAL UNIT COIL SURF. AREA (80. PT.) GPM MOTOR HP CPM a MOTOR HP ■ SHIPPING HEAVY SECTION 8717 R12 R22 R502 AFC•176 AFC-206 AFC-240 AFC-200 AFC-320 AFC-350 AFC-410 AF C.480 F • .. , 290 290 190 426 425 580 680 580 3 3 3 6 5 1213 1213 12)3 (215 49,000 53,000 60,000 70,000 81,000 95.000 108,000 120,000 . , , , 10 16 20 7.5 A 15 7.5 8 15 (2) 10 12) 15 121 20 •. 163 218 291 364 416 521 436 682 728 : 2 474 630 790 906 1131 940 1260 1680 1810 344 675 718 822 1027 688 1150 1438 1. 4 368 598 748 856 1070 717 1195 1496 13700 15250 18800 21600 24060 27400 30600 33600 `3200 4 48100 9700 11200 12700 15000 18450 9700 11200 12700 x18 18450 162 1860.•4 247316 3007.09 3804.97 4625,47 3701.68 4947.03 6194.17 __7. 0250 .04 AFC•840 860 AFCa20 162,000 121 .5. 1 1. 1" . '.4 2140 292 13 142 48 27 176/175 AFC.410 292 13 a 66 37 245/206 . STANDARD MOTOR - TEFC 20I- 210/400/3/00, • • STANDARD MOTOR - ODP 230/4I04/80. FOR DRY COIL OPERATION INCREASE STANDARD FAN MOTOR ONE (11 HP SIZE. • REFRIGERANT CHARGE AIN'T CONDENSING FOR R717 and 106 °F for R12, R22 and 8502, ,Q�1 A 1571 RUC (cire ncIctis,2 NOMINAL DIMENSIONS IN INCHES MODEL NO. • A 8 C D E MULTIPLE UNITS CONSISTING OF AFC4 76 144 13 142 -..-1- 46 --■ 27 AFC•206 144 . 13 163 68 37 AFC.240 144 • 13 163 68 47 A11C4190 216 17 162 64 37 . AFCa20 216 17 163 Si 47 APC.350 292 13 142 48 27 176/175 AFC.410 292 13 163 66 37 245/206 AFC.480 292 13 183 68 47 240/240 AFC•680 436 17 i 66 37 290/790 AFC440 438 17 163 66 47 320/320 14 7/: ei) 5ac--Kc;tv ie4.5b.& 6eaVy Sttfio.a /2, in! Ow? e 5-Z i ao?��f. 4, t5h 1 ppi/v c ) 7 7 - /0 ° a4 Am m D.i /4 = / 0 S42 leigt,*2 oacerbee. ` (3 /13e CAL4nr �$, J 2 00 '91d338 3111U3S 2G:2T 96/L220 • 4 d� • Physical Data — Model AFC (contd...) f• 1400ELS Ate 175, •.111 240 MODELS MC 100 and 320 • . • •-$3 IA" • 114141311.11111Nr IAMB OUTLET I" 101 MANI.U4 3/4" OVIRPLON I, DRAIN r ION NMAINCI ONLY .• CERT1111113 ORAWINOS 100A IINICTION 1400t1.5 4fC 350. 410 •nd 400 MOOCIA n00 in A or -I A re e r`: (,(J elowse14_4„k r-t-';‘,. • ) TALI • 'Cl I )J 4711 ="11 11-17C T 17. • T Lie • 1 .7 ..vn • 15 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827-3482 JOE1 SHEET NO. CALCULATED BY CHECKED BY SCALE 1.6014 44 OF DATE DATE ataito Aivitotsts, 5 6 Co etc', 6--em.0 Y 1-64-0 ht/ P e A i , L k 44 re. ava(te_ . ;-• e-21,6 q5/4/)/1 ')7') 6).4.9v s .4-61 1 g'06-t oP tmg. 26.5-4,2:01/e) ROO-r 16(0t,) (ar4LSgr it(s-4(ie'Z‘' Ppc': 3.7 5,4 (la ). ; 4.32 (• oke,/ a.ece..4./ • - - L itre . a -r- 4/&"-- / 6. - pi a a/t. Ma; .frNan. 02- eiovu (0,4- sr-; (61 )(1",N') 7, 2 C 7 a - , P L L= 7,2k s.74 124.4 = 1 // SE cr. i-L • ' . 73- ce_ .14 16-7 2: t Or r. -+ • e e:cce;k71./ c, fr-3. -t p. . 1 G.. c./ 9 ; 4 r 4 1 • • 1 1 • , . • H 4 . . 4-- i • • • - ......... -• To Reorder CaJl NESS CUSTiM'prInting service TOU. FREE 1.800884.6327 NE8S, Inc., Potorborough, Nli 03450. Ref. No: G 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 8274936 • FAX (206) 827-3482 • JOS 140,14 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE - SCALE . , ; L ; ' ; ' I • . I . : I I I I i I • t-- 7.16/tr PteD Peer -S". --et= .5-7/6.00 17:1 I ZA10 4 144 c71;0,1 A---A -.4- - e.-(--e-kcf; v-e- i .C1. 0('t, i - 5 , 4c-- 70 v-tir rt.1 ek ---. if 1 i(c. Lew 'Id KQ.)ei- (,./ e c. " A C 4, 12x12 4.‘x A (21,00)4- AcC:t2e) E Ay. (4 ec) .7-- I q ,44,i w.o rA,LJ 0)-4 .S11 q r • 4. r ?c(as '- 1.5-1- 2.675* C.i 2 (, 5 / 2 3 7- 1 31:r 62)0e)((-4-6-72-r 46 = is- 113 • 0,7 I = 10 3- 71 • r 5-, • 514.1;,,, or 1/1 , i(c(.0.-ay 7 0 4. ( plc A-Ci 3 1 PA 5 10.1/,1) t„„ ice4 (E-44A e ) .27 11/,q +.5776 7,/‘, . le)Ot a- 2. 4 *I 2.yeAv PTI ..r2. ( t ) . . . „ i 7 21.-.t4 716 ,-fj.r 1 • .2j• /7' Ct 12.9k et.;N . : 1 • 1. i • , ! '' • L f ; . To Reorder Cu NESS CUSTIArprinting omit* TOLL FREE 14004884327 Nos, Inc., Peterborough, NH 03458. Ref, No: G 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827-8938 • FAX (206) 827-3482 JOB 41.1)01.1 tf° SHEET NO. OF g CALCULATED BY DATE CHECKED BY SCALE DATE I I ' ' • . . I . . I — er- c-ricA4 EA-crfirquA-4 - r =• zo.16 A 1( vo4Q. Ect.c. FteArtE313,ezi)) 11, -toa o 0,7s-ap 1,7L 1.2-7E) c7 0-9P t" 0 t u006.. D cti Hbt/Cr._ 7477 4 .47 r ersreAwr REsveAmn oat( q:3E. Lct 3,1 360 0g72 t/ta (DZ. umA/ /4 , /1-)) , . ; Clh; ("( Tp t.o 0. 3 tip Lr s,Y1,ac\,04-6 1. 7r 0, -- w = of = at/ 1 ; . I • . I I i I 1 i ': - + ■..L. • ; ; ! I I • , i : I i i ■ ! i, ■ i I ' ' i 1 ; t 1 1 ; , „ ! ' , • , , . ! , i. ; • i • '• r • t ; I —1" -----;— —i— ' -t• ' 1 • I . 1 ; r t I I t ■ Rel. No; 6 3I702388 To Reorder Carl NESS CUSTIWorprInUng tervice TOLL FREE 14004380.6.127 NESS, Inc., Peterborough, NH 03458. • : . : DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (206) 827 -3482 JOB SHEET NO. gGd l y 4'S OF s7 CALCULATED BY DATE CHECKED BY DATE SCALE MOM. Pr c • e= 3(.Z - 1 — (fir- N' Y_~ fir- 6 vt: Al 'TT itrx le* E 04= 0,A/C i I . 0,05- -r_ , 0nI•0,-aLltd r. 7 --� •O'l 0,7 -041es • If Ca� 114h - ScJ 3. S' (ass 4 G .A.-; s LS 2107 0.14 (0.26- , G (1-c c ) Lcla)j. L, -G Q) ¢ f`60 o. ;Z 2 ,T 41!`1h - Lk 0,19 (1)1s4k1 tip: ��.. rtOvL -;�J, rd A— 9k 170 k >�..$' H To Reorder CO NESS CUSTILArprinting service TOLL FREE 14004884327 NEBS, Inc., Peterborough, NH 03458. Rd, No: 6 315707308 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827-8938 • FAX (208) 827-3482 JOB oil SHEET NO 4-4- OF 57 CALCULATED ElY DATE CHECKED BY DATE SCALE I ! • ' ' ; i , i-- i f H -r- 4- .-.---1,-- --- - 7-7-7-S IP•%A.CX4,7.. • / .. . ;. ' .... • •• . • • .• .4 (Lc 0) ....',...... . ' ... .. . _..V,',.=-'z ( 1 4. _.i_,, __ P )-17, ._ L.) 0( i„„ L. j. , 04,)z- -. ,, • ‘5- 1. > 01: r r—e4.-Ss / 60 "/ clor+" .10e 0-Ct Q v„ 1.7 4 lo 110 — Sc.J 0-7 Ctx,cti( 4 . — 2-6 - /it — :6 - --) S (1 " li:C7—e a 17- 0 • 0 1 7 .„., - gh;' . I • I . K 0,k3 .11.01.7 .... 1/4-Zi 4-.'MA'-itiff-Air ( r co 1 ;C rtah - ck7 P,, ( L , at 36,4( To Reorder csD NESS CUSTIWIrprinting service TOLL FREE 1400-888-6327 NEW, Inc., Poterbonvah, NH 034E8. 1 `I 7 cemickte* Bet. No: G 315702388 • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (200 827-8938 • FAX (206) 827-3482 J08 411.014 SHEET NO. OF 67 CALCULATED BY DATE CHECKED BY DATE SCALE I ; • • , i -1-- i ; , i • 1- ! - i t ,; '. • ' r r .-i- . , i .4. , ! --3z.7 L .(t.c..0 .) ..., z( t. - 2.'07-7;k.) /PT 6,e(-- . 1 _ 1- -.1 p z 3-0..6 7 A Vt - LIS. q i >1(„ 01‹. D oks-ei,Ass: = zt6/' > 3L-1 6?, 17. Pvt.= V.74 A — 4,0 O,ao 6 Q = 3, qx/O-4 = h.t ( IL 0) 1,6 44 :•7 ars 2 I , 6 • -`-• • 0,70P 1 0 i -----':-..-----7. 1 4-1--:1,63' ( 66 • ).- : \ ...,..........J__:_.: _,.. .:, :, t..-.102:. CC:C. , ) : ! : , 1 , ! / , • ., ,... i . . _÷.. , • .............1._...1 lvtL:--.‘ . cf.- ,....-,.- :. (t 1 , , 7: ct/r74 (46-0) Li C&) ,„- re. = 25 E,T1 ‘2-el'ii7 .4::1 ;2. Z. g X/O P C, t •■•• ..... • • Ti issoidor Cal NEBS CUST‘FrprIntIng service TOts. FREE 1.600.698-8327 NEBS, Inc., Polorbofough, NH 03458. Rel. No: G 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827-3482 JOS SHEET NO. 1.0/41 4-6 OF g 7 CALCULATED BY DATE CHECKED BY DATE SCALE : I • vrt4fr-k,r a-01;o • • • r); ';•-j: 0,2 • . • 'OA): 0 ...... ..... LC. tL N'LLL 19, 2-2 0 etc 012-Z 4. Mji g. /1.11./.6 (pe31 , .52 0,75- 737 11 ( A-X1A-L it4 6,44Afr (KO 1-3444/1 g I COI! a c kXicc / ) . (-c. 0) V---z(1-4,-A-) FP: Let . . 7 . • . u;. ...... , . Ai-- p ' Ck 2 ... . —; ' • - 11 1 i ! • ; : 1 i : : ' ' , : 4 : I• I I : . 4 • s 4 s 1 : i —s— I , '; ' -1— 1—. I i 1 1 11■:j i ,--- t i ; i ; : ; .: ; • ; ;, 1 i -I 4.- 1 1-• ; j ; 1. 1 ; J 1 • • ; . I 1 ; • ; ; • ' ; . . 1 ; ; To Reactor Cali NE8S CU3T6M'printing service TOLL FREE 14004884327 NEBS. Snc., Polorborough, NH 0345e. Ref. No; G 315702388 FrnY. ti'. J: i2�+'" Ed:!!;. A2` Fi (3.'�:wr.f:vw!'tfi(4:43+1A.*.e. ^1 nw+.�•as^ ^R ^•vv,�.v- �.- u�'-�. 41616 S7 RISA -2D (R) Version 3.02 Douglas Engineering Job _ 909 Seventh Avenue 0201 Page Kirkland, WA 98033 Date AG CONDENSER CHECK CONCRETE COLUMNS WITH SEISMIC LOADING Q 0.75 (I, 0D 4 . 1 . 7 1 - / , 8 7 E ) ENVELOPE SOLUTION d OA tl•N3 E Member Section Results Nodes No I J Member Quarter Points I -End 1/4 1/2 3/4 J -End ( K, Kft, in) LC( K, Kft, in) LC( K, Kft, in)LC(K,Kft,in)LC(K,Kft,in)LC -- 1 1- 4 A 21.07 1 21.07 1 21.07 1 21.07 1 21.07 1 8.19 2 8.19 2 8.19 2 8.19 2 8.19 2 ✓ -3.34 1 -1.38 1 0.58 1 2.54 2 4.54 2 -3.47 2 -1.47 2 0.54 2 2.54 1 4.50 1 M 0.00 1 8.64 2 10.26 2 4.88 2 -7.50 2 0.00 1 8.27 1 9.68 1 4.22 1 -8.09 1 D 0.000 1 0.012 2 0.019 2 0.021 2 0.021 2 0.000 1 0.011 1 0.017 1 0.019 1 0.018 1 2 4- 2 A 79.85 1 79.85 1 79.85 1 79.85 1 79.85 1 50.67 2 50.67 2 50.67 2 50.67 2 50.67 2 ✓ 34.51 2 35.23 2 35.94 2 36.66 2 37.37 2 33.84 1 34.54 1 35.24 1 35.94 1 36.64 1 M 122.16 2 78.57 2 34.09 2 -11.29 2 -57.56 2 112.43 1 69.69 1 26.08 1 -18.41 1 -63.77 1 D 0.000 1 -0.002 1 -0.007 1 -0.012 1 -0.018 1 0.000 1 -0.002 2• -0.007 2 -0.014 2 -0.020 2 3 2- 3 A 91.76 1 91.76 1 91.76 1 91.76 1 91.76 1 54.56 2 54.56 2 54.56 2 54.56 2 54.56 2 ✓ -7.48 1 -4.96 1 -2.44 1 0.08 1 2.60 1 -7.99 2 -5.41 2 -2.84 2 -0.26 2 2.31 2 M -43.93 1 -15.94. 1 0.72 1 6.03 1 0.00 1 -51.08 2 -20.93 2 -2.37 2 4.61 2 -0.00 2 D 0.000 1 -0.006 1 -0.003 1 -0.000 1 0.000 1 0.000 1 -0.009 2 -0.007 2 -0.002 2 0.000 2 ENVELOPE SOLUTION Reactions Node 1 max min . 2 max min 3 max min Global X (K) LC - 3.34225 1 - 3.46815 2 - 44.12213 1 - 45.35821 2 - 2.31044 2 - 2.59962 1 Global Y (K) LC 0.00000. 1 0.00000 1 0.00000 1 0.00000 1 91.75980 1 54.55800 2 Moment (K-ft)----LC- 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 0.00000 1 ©' \-A �I NL vst0IV t e 53 • oa�5 ^224 3i 49 4** Vt11411 ifitlitlitik4* 1 e' � a 1 S d. e P A6 7Dr bh a 0. 0 a-eoeo s7 l ammmorrrawur `I&M & W I■ •ri�V.. ,'u�r tmlp d niam tt.r Irio= 1 11.11 viam 1 vik.►uoa *r'al'I,. IIAti.�►, �1 \i.Lal i VI ■11 , ��/ w /I►�:.VMS ►111 'waa- yes, ►'w!N_. %i /rdr lo► ' 111111 n't•.it eSOrNit; . ��/' `i \117 1 X111 ����r�an:itr eim oh. *Nil - o,° la Ns •r�. , ��w4�Ct1►:•.n rA . o . srwu ri�� t • - • ._:..0� g.,�� ►',tl 11 �, FM grA r� . 8 raarrl�at �'Itrr .. a�r►��Irt °0e +ii Ade" .:+ gas ICl/ • N R - id -'+.. Yom. 10 0 to da q nab N rt • 0 a 0 .{y /p,sS c DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827-3482 JOS 4011 SHEET NO. 11--et OF CALCULATED BY DATE CHECKED BY DATE SCALE (216216.2.1A1 P5S/a-A1 R 11/(4/ (.01115/41,(c. fa.P/ISF-%12-- &-5 a 0,14 6, • ;1.//2,r/q 76. CI7x20,7, P'6051-6-__Mart6 PL.5/er'rl 411 Seiks �t rc P.K5 O actlIorL/zy-le. F,1(p\ L-Eri) / 2 . ryls )(1 0, .7 A., kse x6 >CV - ofk /0,7 . •-"'"" 9 2- - 34" A375- (,0/-1 r Adit • Fy Lira.; , A4-- z i raY) • 4, Tirt, 31,e >J Ok Le :1.57" 58 L . : ' 1 ■ .11•••• . , i ,,..,Ja,5,..,..,.. i .4.,,e • e.,,,.-_. 1-„4,1_ , , , •., \ -. 2- (0..' 2.1.47-it )....77....., el ..: -...._....-01( ... •-- CEPx1t...5" 1==M:I • u/liqc Re 3 -V- I' 2.14, Gx6,e W4, ; • • eic 5 z. ,o . • " , u, :Ls- -V vt(+-49) - - ; • . • , - 4 . 1 32..72_ • >7%.:, 01( ' i • I 'it • I • • if t ;1 • ■ 4 I ' ' ; • : , To ROlder c. NESS CUSTILArprInting service TOLL FREE 14008884327 NESS, Inc.. Potorborough, N14 03454. Rol. No: 0 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827-3482 JOB SHEET NO OF 5'7 CALCULATED BY DATE CHECKED BY DATE aCALE • I — Ri ot GrPe 4" ok_isso • co,.3 ed (7, 1.dlf5 ) A 1– Sp.coiti (Q- 1 c• c1,41,v. t,1 ei) ( n ciNar 3Z5 J1f s ix//2,r/L( ()aged JacCor; c;/,‘, 5-‘4" 7,?2 2. 7212.. I6'. O. 2 72. 14. weld rd, F&J =- 0.6 (1-. ,2 A 0, 7 1-5) —0. '15 " 3•1,/,_ >>02_72 vr■ctle 1'4 3 erg A -a 2el:Lv,- o te,,:_ — et" 064- 61," I I. Ve 0 ot ".(c1 1 1 0- . //4 47L * d / F i441d. Lie; re, Au= (1-(2.4„10,707,YZXY - 7 _ - . -- . :776 .73— .. ' 4 ----4- . „ - t---- ! , . . i . • _._....._...T: ..... .....ba..,s, 7 ....1,-4444,1,......g. - --.- -. - 1 ; ! ! - ,1 4- .= - a 1 ., OA, 2-/ : • _., f I i , ! , 1-• : - ..d- -1 • 1 I, ---. : 1 ; '.1 1 ;. I I- ! ' -1 , - I- 1 ! L -----"---4-..■•••-•• --. At.ky sliesri'rurE 4. fiz.4-r- 1./4,-..e-IP fele ‘, (2 ./i--. .2,57'... .56 Lr__S _ 1 . f ; 1 -;--- • 11 .1.— II 1 • ' t i ! i 1. i__ . ' _ , • i : , 1 ; ! , • ; 1 1 I To Roordor Con NEB S CUSTISM'printing service TOLL FREE 1400488432T NEBS, Inc.. Polorbomugh, NH 03401 Ref. No: 6 .31570238S i DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (206) 827 -3482 JDB +r..r. r..vm<r,ys.,,. rsz.� tero-;.�, xrer.,c.x,+w..•- �a+•'�•r %,.�t:e^,. emc :.r. vnr r+ •u...n.a w: +..�.. SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE S) k (.6 Q 1p'- (x0" _ 0,7S3ti �'- – r � 1.7 9 r...5 _ B-7 T , //y /� 'r "2 �1 .. ),. _ / 8{//�q �.a.� /� (.� '1 Ph r •3 L r 1 /� > % 1 �C V/ &L s 5fl .//. PIA- PPs(G,A/: X �h1Gk w/m,.n. 3.50 we") II sides �'.. 2/721 mo r = 1.1 s (2.72) 7.. (2-.7 7-)( z.'o 1 01)e. _ 3 i2)( o, is') - 0, 1(53 ,L -1 6.75- • lx 3!,, 17; ••■ .J 1.5' z" I1 /.A co. to • 1._ I 1 I- 1 ! .4'- 70-7 0, L5, -- 0,17.7. .34 As'. I... To Reader Cee NESS CUST&M'printing service TOLL FREE 1.600-8884327 NEBS, Inc.. Psl0r63rough, NH 03456. A, Ref. No: G 315702385 I 1'44 • - i 1' .66,,C6-661.,,,,,61,6167,66,16,6,66,6,16, 6 oz64,11661,66,f,,,66.6i 6 .66 • • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (200 827-8938 • FAX (208) 827-3482 JOB SHEET NO G.0/1 L oF S CALCULATED BY DATE CHECKED BY DATE SCALE r -4- --- - -4 -4- ' -, , , ! i-- 7-6........14//10x, Sy .: ;4'. .: ,. • Z. 9. 4. 1.-e..... :.; / 0(4 . et. im 7 . . .A.9,...,/, le"."Y. . . 1 1°1 0-11; 1A ■ Y . ......—...... .. !r(D.. .. .. lro.,, ;1.13' ...(eitko, f. 6,,,.‘.,„..1 . , . H. ?t, 1--. 7 , /k..) -12 . -/o-' G ' 7C 6k =- 4 10f/ LA/ / Oj " .;.6F 612-x 26,7 . . . • mt. (r oS e( . . ...... • L^1.101 ft.4r /4C01( evt . _Ft,/ 0.6(?o 44; 0.2617(0,15-Y5.5)=-74472:;:- sa di4s-o,75- • • • > :3.7 4- fo.. ;c4. ( • 12.,..74m 4 „' , . tzkt (°i5'5") • • , A 1 • . r , _34 I.' . 760 Se ! k 14 E 55 / 7W 5/PE To RaoHlaf Call NESS CUST‘PrprInting service TOLL FREE 1400468-0327 NEW. Inc., Palarborouoll, NH 03458. /.■ Rel. No: 0 355702388 i DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (208) 827-3482 'a ..^r::'.SY1rrfY:l r: •er1N:.s b�4wr.�:'. 4: r".e: Joe SHEET NO. OF S7 CALCULATED BY DATE CHECKED BY DATE SCALE t � X W1,Z1LI ' 7-a L4//z% ZG x.o134r A -A/GI-Le v65/Gil we. rod �jQ���z.75,�- (6)Xt'd' h'323 kt %iS. a s, lAt..e • Hat i -S 1-4 op,, .4. Si c h • I1 $✓ , ? -f r. 1r7— Let Fi 90 (pP,_0.75 8 )(1.t yr) we r 10 P fkrok,44 CCs 0 1//2,t. 2,r G , �I S (?,7c) 1 . e Iss (�.7s) - ..... (it zx 742 .. -7 14///-4 i y KAIN/41MPTem K z,3! 90 AA' 5(,V . rut_ OK 1 - L,t 1 r = (Sx k,)( Sr) - 272 1 �h = , zo. Li • _..j _ .....r �l%v' 'f. fa .'.201!.._'...TarCt. cLOY)( .2'),.... q,68.., _ ;___ _ .��MN- .P�R..F_ ._� _1__0.,_ ..(!.6.)(2 ,- - `. _7 4.._7_ 4_ CVO( f •/ /d,, �? a,c 1 s.. To Hoarder can NESS CYST dole printing service TOLL FREE I-000468-032T NESS, Inc., PNv4or ugh, NH 03450. Rd. No: G 315702388 2.42;,;;,:;;I:ii5,441.41i,c,S6:•:A:%:;,ke,:,;:,:;::4::::,!;:■.,..:.,::;:,;,r,,lf:-.t;;;-::: v.,;:;q.:.:1.; 9: 2i-V.1,;(t*".34.1;..;:,,A17!•77,4:-.,VI•V,';:r.;,,n1.%1111V•itWMiat;•rt:r•taMerr*.rMr:rtr,r..trrr••vnrmr,;.:Mr.:.•:.1•01:,:•Wtrtrr,,,u0.,•••:,1WrItr:frr:KV,,,:tr..1^•,Itif•I•1:;•;77:1."?.:•1‘,1".t.r4Stro..- ' ,•••;••,• DOUGLAS ENGINEERING JOB 01 4 os q SH 909 Seventh Avenue - Suite 201 EET NO 5/ oF ,,.., .• KIRKLAND, WA 98033 CALCULATED BY DATE .. (208) 827-8938 • FAX (208) 827-3482 , CHECKED BY DATE SCALE • • 1 • 4 7 f.• 165-4 A' vx C "rb-RAMVVE” 77) SOLT s 2.01(i 4 • 17 lle 71" gv% „, 07)(6.-)( K") 0. t, (- -- if 2 L O. . 2 - - 1 7. 2q et, •rsil 4 8,1 .36 L: lk,i,s,'-(0,.•"2-)(6.) 7- , 1,2 • 0.q... .-" 1.1 Oti 0 k -T- ' .. .. . .. : • ! ! (0.! =-!/.,.2..IL 1 ‘ , . . . ____..:......:.:.•._: .1.±11:,...16_,nit.(1.57):: ?, .g. ,i.-.4,.: . . , ? _os.. F —, , : i • , i , , , , . , ; , , i -'--3b1 414-1( _di-SA :••f.6 ", -_A......P(.4'4&..r:..4/1/..i......9_._.4s-.4„54._i_i_ i. .. To Ready GO NESS CUST‘OrprInting service TM FREE 14004884327 NEBS. Inc.. Polo/borough, NH 03456. Mg. No; 0 315702388 • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827-3482 JOB SHEET NO. 4011.014 ,c5 0, S7 CALCULATED BY DATE CHECKED BY DATE . SCALE --- CrelD C 6// 2 )(lit' TO /2-y 2,01 • ti.(,/.' .to (xis -to Le • -6-0...,cP4,-real C44..1,4( • " . • 3 . • — 6014- f .49ar . Lts ft Qh,s;oi ;5;3 tP8,,> ) bPo..v;••c(. 1-"t• •C'i• 5 '/ • . • •• P.1=2 Le Ft) = GO rd-ON) 31 7/ 71.7i ot 1, vitc,k- L-( — Uha OtD i - . il-,--- '- , ...... .. .. .Lie,(0! ;: 1,k401.4.fr4,( . i?., ' / 4,, c. 0.6 (76 ,i4-4;, . _. 11,i) ...-- 0,7,97(0,113")(1 1 6 . ":"--. ./r33 ;, ' ifg,, . -- N / . .7. 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OF 57 CALCULATED BY DATE CHECKED BY DATE - SCALE —1---+—: Gr. Rib ,P/6 : 6A/A-t. 44106e.„44-E Lc. V/6,rP? • • ,44/coe „ear.. sIct6roat/: yur.„.1.004 - at; reclio se ..„ kSa■ 4-Af.-A-,;-i) et Al) r , 1, o - Li 7 6. 7 if ..... ..... 1'o11-4. v es:st40...11 '2X S e'r•-e• ci 6. Lo 1+- e r 7"c4-vv_ce ky:1/x • (2) 5r4 L7 Det.vrwer • Alfolde 46 7" V, 1 0. Cr .3) re5 :5 fo,,,Ce • I,. , --(v) 'W 6) 6" 0. C. pkc; 6./ 1y1s,_0(4 631 2. t 757 I E 'COv‘Si I a p 1-- • • / 7-! 3 i51 1 tif s d 1;1 "ital) zL(5 i ri To Roane, Cali NESS CUSTSN'printing service TC81. FREE 1.800438- 327 NE&S. Inc., Patortorough, NH 03458. Re, No: 5 315702388 P2a.. avl`7:.%" :. St' eis; 1: :41r"YRfxtokr1:%.vP614s,k,xa rf:M >rr:rzr <r,.t:rk,nr < srma::rr S�. vac; a' t:'4 aS.tfi^al.de,4•Petts..rsookilw'nu i lvrt:mer+a.xa,.zr•, eon +r..,.»mr++rvaR•rn.v.ercm...o-m rwv+a nkoe*a,KV+,.m *. n. �e.+...wn- .v. +•...,.. »«....»... DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (206) 827 -3482 • JOS SHEET 140. Gol of 57 CALCULATED BY DATE CHECKED BY DATE - SCALE -t I i S T I 2 ! ME-4e..(1- 1- ?o,15-0 0, '1%41 y 0,qq l 1" 1 I T f . n 2• 11)r'r = (5. 2s,L 0, 75 A, IrM .4 '7 ?,4 4:714 ) r5— - 6 i L. 5(f-2- , f,(I a (o Ah bo1'4 >; is > o{' Ct,, - ,4e/ - o.'PI 44. (i) Rn - 0, 75. ('o ( 7 7'Y _ s,G J4 . Rt 0,9 (3(9)4) 2(3, 4 . &o v is pan A,( . ', l eh( _I- ./(S r d I To Reorder C.e NEBS CUSTiM- pNnting service TOLL FREE 1,1100488432T NEBS, Inc., PWrborwpf, NH 0345e. RN. No; G 315702388 • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827-3482 JOB 0 I L-1 SHEET NO —5— i‘ • of el CALCULATED BY DATE CHECKED BY DATE SCALE Prsic--A1 0/76V6- il-oe serrr OF A/a/ C6A/P-eitl,S5e .( 04) . /W LOCkrOA 61//:5X2,4( fehmE —I- . • . . s 0 do ates P41.14125 Flz&S rie,47idt M, en) FRAWE ,2-1) r A-PIC C da 2-D Feel-Ma q,pzj ) E., 4'1 e Fe 644 ti/ - r , • • r . S y;d• ifk04.1.-341; . (54— /00 I ni a VI 2 X 7 L-10,, 14 "."1. V / 4(8i i.ers ,%10 6 :Lot .. -.- 4— • , • 1 1 • • , .. • r • • , . . ........- .. • ,L ., I ; 1 .7.; ; I • i : : ; I • T -1 t ; 1 1 ; - To Reorder Call NESS CUSTISArprinting service sou FREE 1400-888-0327 NESS, Inc .. Peterborough, NH 0345a. R.t,NoG 315707388 Zi.:&;Cr;,14Lditl,;4: TWS i DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (206) 827 -3482 ..„ r.• r�'r.'- •.-sac JOS z� J'. tw }:x;w•.`°::s":.�5'rl:xl`i51`: �;. ckp I N A SHEET NO 60 OF e, CALCULATED BY DATE CHECKED BY SCALE DATE XTFIe(D,e frl PGA 1'1DPi, /El l rS! c (6—/A\ (d(q. /)(J =s) P4= =0 9.)(7. I )61/-e) t- 1C('JY3 " -5 4 Fky � =(as gli)(S)f io�Cgrl)(1) _ L) 0,07 n. 111111111111111111111111111111111 Z, vv 1-4/4-1)5 Pitr . = (2 0 tel Rol � ? / - -s) - 1.53 ,L PuL L(zo 9,1 &Otl ) 1. '46 A. 9 - .41 A- P<i �DXq, /)(6,f) � , 1.0? A. sA/014/. L�,!-)s: P$Li .17(4. = r - a Ps� X. Psty — 1,3c,� S&(SM(C CI; ...- =o -_75 ; 147 7.E 4.2 t ,F7) , ... . Ca ,Ot „SRv-). 4,(O. X = tkregkc. %te/tCM/6 - Paid SECT' A/ vi./ ---� / Sum itcl�tl S : /1 I.OMW ^s-afs Q ✓'C. rjp ✓ ip1Ly aa-K J I lg,/, 1014-4.1 3. Nec eVi v _, .6a4-ces 46 '. EO cMdw I (o�. (cohs.�.rvaY ;.v e. 1 •- - ;...__ . r.A..vha!`tiS . -aV; y; pl (c v✓a. # t To Reorder Can NESS CUSTGM` printing service TOLL FREE I•eo w-6327 NESS, Inc., Peterborough, NH 03458. Rd. No: G 315702388 i DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (208) 827 -8938 • FAX (208) 827 -3482 JOB 96D jt SHEET NO. G ' OF CALCULATED BY DATE CHECKED BY DATE - SCALE i 7 j . /1z9 -t- r-�.OE -t- O,51 t-6,2.S LIM/ a rti, Lye n A-oti� isl e-OI 1, ` 1 L 1246 r (V A 10,f (,.`is 3 cl.a 7 (. s( il, o6 124 /0 /3Z 1,3b I3. PLI W 047 0,62'N OL*A/D /A/G- -- SAfws,7� © 1.-6 - 1p',C'b = /,c() �''1 — 243 J. #. — s t © a G,�3' C6 y /.D 1',,a a!y 7 I -la • .11.1.x.6 v- i.97 as S -('N-at i„ et? 1,1/4)1-41-... C.6 ti<a . , n �- aG,� 0.ccUww1 (L//G7: 4=0/ = (0,) 2, ( '� l"' ' > M� .61e v- OecI . i -K L -D J .. _ 3,2' - ' ( J!� 1; • Q.3 ...c..1.. . • aal f ksit 215,G, �/' ' :n z I CZ,t To Reenter Cali NESS CUST‘M` printing service TOLL FREE 1 e00 684327 NESS. Inc.. Pelerbaagb, NH 0315e. Ref. No: 0 315702388 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827 -3482 rr�rzr,���. -r••r� c »o rC 1C.., •.• . ..?. q_ •,i, ..F:a ,O l0) SHEET NO 10 2 OF el CALCULATED BY DATE CHECKED BY DATE .SCALE st- C6!4e1>V430 b5AtuArcr. t- 4-k1/ -L ..'.. _... 7F97,- Ph -tM — "8 <-lry Ok 511x- � f'ai7 Yt4: ,32,c1 X69,7 .; = (D. y)(C.6) Ct a i ao. u ti = 137.g £ > I/ PEvccrrdt/ 1,3114 • „L1 � sii ra ,,„ = G, 6G4-A/A/G- Of , - 1 21 � � > Rk T.6 14.• /0"/ acht 4 L/CK4 /,/G Wt,( - z, < /06.7 -Ai, Dk - OLir4.01 ;ok Eq.: apGh c.4 �dr5;a✓�.' SIV'€ "& 7r, 4.51) F 11.13 A •1 • To Roordor Call NESS CUST4,M"ptfnting service TOU. FREE 1.600.668.6327 NESS, Inc., PNW/boragh, NH 03466. . Rat No: G 315702388 • DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (206) 827-3482 JOB 106 y SHEET NO OF FR" 9 CALCULATED BY DATE CHECKED BY DATE •SCALE : , , 6'kabi tvt 4 d Om. S , r T-6.07Al 1-11/4" 444-PS: LLK q fi- P z F.iG P /, / P r-- 1,0ct v. tot-0 3 145 / Swbv mit 1.5/4 et /,3 ,4 si 5 ts,r.dic E3, CI 2- "L Fp) A_ Piz.q12 P yt E.4 1 it UA-P cOmept/477o/i1.' H.or fo.5L -/0,25 rfr, /(.°576 L 0r I p it. to A. y ,,75L 1/..x • " o ...... . • ;tt ( 7il A- L . . vsI.4 4'! of.;.r, 7t,,ez .L. , 4. „ tr.O j -i 1 t r r 1 To Ilvoicor Cali NHS CUST46111"prInting service TOLL FREE 10004084327 Nan, Inc., Pialadayough, NH 03458. Ref.*: G 315702388 1 }It'ta++. NtZ r':T' DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827.8938 • FAX (206) 827 -3482 WO na;a,,i \•MRwr. �l,rfa.MV.,MYSnt�a.�'FW .CS^ta- }.-++n fftm +:aswrAVaw�vravti....��� SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE _.! X r e,(tio!.. ga.. .. _ ./-d ADDS, (2x - f''ase- 17,./8..x. LAvT 14,05 PK = .3,06 r,L= z,9z4- SMD,/ 1 Aps Psi. 31-2 FL. - 3.6 4 et e-x /c -io✓ rr .S PpL, IG. ti .�. Pw 17.9 2 4- 242 poly — 2.�s',4 Ptl - 3,02 r =2,72 4 547s g L0�4 -VS F ;- r3. 'LC it_ II ) ray P,S ZF) = P�4y = (� z ,is cs-/ /IS- 4.6.5') 17411 to' ,5s Ca V/ !Les cD/KBIA k7? , l• Z D t OsL 7/ G. 2,S �a. the zz.tek ZO,ky 3.66 of? �l 3 ;02. _2:72 R . —1— 'tr.— -r To Mod., C.A NEBS CUSTBM"'pAnting service TOLL FREE 14004884327 NESS. Inc Pelotwouph, NH O316& Rd. No:0 315702388 1 'r-. P/. 7s'4':s.(•,a:?;:..YC7 °,^..'4'q� i•ie•usr'Nw .axrA^.teswn•+:3aa.mrt +a•.R.c�nf t,. .:.%• ^M:�i:R = °X'!?•'R DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (206) 827 -3482 JOB 916/L( A SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE • .. _.._ k ,to 2 41-r- Ft, ' 30 (S `( kt:t 02, = 672, 3 .1 z. 042 7 24. ,z -�{. 34r _ 'a, G 3' > (p' Mh= D.1F7n = X56,31 Ch. PN -1.OU7 /4,t 61.t4,0 = aq,o -A'. C6M314/4/) A -xi,+L --BF. /DAN' -: l 4 ; • L6 /1 G (t-F)L _ 2362* reSS To Reorder Cat NESS CUST‘M•'printing service TOLL FREE 1.900.6680327 NESS, inc.. Petareororph, NH 03456. Rd. Not G 3157023e6 n, �. r., t.:,r. ra:. Sai , +i4�'4.Ft+at<�'�1+9'+i,,':(.: ..c..... ",7s;..��,`• „2',�yi'�, rf:::' .n<, .:iE ?a'.'l'i,�:C.'. %....,. Arta;^ r:. :i:r!;7.:�t,i�.�:dV`:7xii.T >::4 'DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (206) 827 -3482 ^:' i°' f. C^ F.';^ 2rnrlfe;. �l'. ��!,{ 4M' f::.!";•? 3`.' �rrPYYrn •Yc.'t7"t^:srtS't�'P »r.MnV Y^.tw�a:!`n^4Y•2>4r1a•. .roe 140/if L SHEET ND. 10 (O Of I CALCULATED eY CHECKED BY DATE SCALE DATE hOtt,/.43 avi‘ T ,-� i )c1 (OA b) .t-' YfI 48. ")L =f'S' it Lf8s. q f- 12 20 = 1 706 y no' 2;4 iL02 A r L . /.. / p 2 1. 7 P = /3U a 61. L 1 AS fl Cl id G\ Yctl gip - 0k Drs /6-4/.. . —1.00 ( cLec4 / .. % tod - 104‘ d'( 0r-2 apt) 04\ / W i /! 1,k n Co . Ll f Zvs - . ■ r 1 I.: 7G.. s;.r2. 7?.- 1 r' 1!N. e 1..5..x_.._..... _.,....,._.._..L_._..;. 1 ; '' ' ' 0 ' 11:.: Yi • . 1 i Tu Reorder Cad NEOS CUSTIArprintIng service TOLL FREE 1.600.688.6327 NESS. Ina., Pelereorouph, NH 03468. 1,2.5''' • Rd, No: 0 315702388 i y- �a:fs:r:Or;• -¢u�sxm•^,m�. ! Homo cr. rraiv' ^T?5;wSSr. SITTRD,-s.MS ITTC 7so:,74TPHIS.PO 4ies":r,rt .rx,P,r1. ., DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 • KIRKLAND, WA 98033 (206) 827 -8938 • FAX (208) 827 -3482 SHEET NO. 6' / OF 8l CALCULATED BY . DATE CHECKED BY DATE SCALE .. .. .. ..l_ ') ?1k d tt At, L-(6,707)(0, 2s ") C. 1 x:11. efr -G,9 5 73,44, wed' rett,r..a1. t2n 1AI .L /'r , Go if .-� < L01- .. sIA0 a 71( // sty.- 4:t: r -2r•. it L (:;'&f- L4F - S (" 0,c. i i 1 I I ••t_ _ _ -i-• --i•-• - j-- •{- 1 t i I • • f' • i.. 1 ¥(: ?$) To Rooader Cep NEBS CUSTIIM' printIng service TOU. FREE t402- 88841327 NEaS, Inc.• P. borough, NH 0345E. Rot. Noi 0.315702308 DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827-8938 • FAX (200 827-3482 J06 SHEET NO. 14,0)14 • CALCULATED BY BY CHECKED BY SCALE OF DATE DATE el 140,,knis 22-12. fA , 0.79 = 7.6'2 it. • Pc, „ w Isa5- > 1.0 J i ZK.....-41,4,2 -Pr) r" '„Ex/••evitov-• (4.1 rAg-e".) r..Aisc/eL Th-Arr 3 g-A. 1A/Cr r-c,1>S (A-Al C4Agir FULL pheacroiv 4-641)5, AsSoMiA/CT- ..171 - it; r el- I ( Pt ect S S Felficii- g.21)) 1 cc a/LAse y ; ----; S Itda; k'A) (9 4 • I ' • O (1 01. a Lk) ca-v• /7\ a>e L. eas; • 2- F*" ) 1,v ss s 1.4 352- ! .......77:kalce.K. e. . 6%. got,...) ................i......_ i ! i i 1 r , ----4,- ____L...._:.. • . .. . T .......L._:___ i . ...,. : . , , 4 To Roonlar Call NEBS CUSTtleprInting service TOLL FREE 14001568-8327 NESS, Inc., Poldobotaugh, NH 03458. Ref. No: G 315702388 i DOUGLAS ENGINEERING 909 Seventh Avenue - Suite 201 KIRKLAND, WA 98033 (206) 827 -8938 • FAX (206) 827 -3482 JOB SHEET NO ;54,5a:•!,4':,Y11.' ciLoiy /\ L9 OF CALCULATED BY DATE CHECKED BY DATE SCALE eci 10 `7/EG/.i Awcioed ..__._I f r.• 10._....37x. z q,..S , 6,-* Mme" 4:13 0 7 //,I �� _1 / Ik Oti„ z o,q ; 1010. �lf_�.__o•s� t,- >It "1f --;10100 4.101.■. 1010. _ Pada - (e!) 'a1'61 -'64 •1.5a rs Sari oil \P4 \Pk eCi _ . • A- ••o h- CZ Co K.'�.. x X Q 1.i, . �3..7J (2 + 3 7 )i1. . r' 0,q [3 2,4 0,1 1146 - .,. >t7,� -;�. dk a.�....0.croSS_.._we.64" . if to : Z Zp,e. DL 0,70.7 (0', 2 ")(1 p ,.) 3(Ct AI...`. 0.73 • - 0.3 i( "( ?c ") . 6 e `. 1010__. _..._._.,__._;_ To Reorder Cos NEBS CUSTfLM•printIng service TOLL FREE 1400-888-6327 NEB$, Inc., Polabaough, NH 03458. __1010 Rot. No: 0 315702386 ... i ;F °; ., .CffT n. , ..._t +5 ^x. '"f.47;T +.'�'S ..... ..... `. °7X'•;'. . . i:i'•'i� -':. .=,N:!'Itt1 ;f a.,Hi:'.... ..�. .,y',Y:� RISA -2D (R) •Version 3.02 Douglas Engineering 909 Seventh Avenue 0201 Kirkland, WA 98033 JJ QQ,,�� ,,// AG CONDENSER CHECK P� ex, � Ce l' �0 „i t y NEW CONDENSER WITH 2' SHIFT-- Y -DIR. EO = = == sass-== sst =ss = = = = = =_____ = ==_ =_________ =_ Load Combination is 1 : 1.0E Member End Forces Job n0/ti ll- Page ,t 6F Fy Date. � 2 I F r- la ( 1e z 4.p = = = = = = = = = = = = = = == = = s s s= _ ===== Nodes No I J 1 26- 7 2 7- 8 3 8- 4 4 7- 9 5 9- 12 6 12- 14 7 14- 17 8 8- 10 9 10- 13 10 13- 15 11 15- 18 12 4- 11 13 11- 5 14 5- 16 15 16- 6 16 7- 10 17 8- 9 18 9- 13 19 10- 12 20 12- 15 21 13- 14 22 14- 18 23 15- 17 24 9- 10 25 12- 13 26 14- 15 27 4- 10 28 5- 10 29 5- 15 30 6- 15 31 10- 11 32 5- 13 33 15- 16 34 28- 12 35 30- 17 36 17- 18 37 6- 18 38 1- 19 39 2- 19 40 2- 20 •41 3 -20 42 21- 22 43 22- 23 _________= /-End =_________ Axial Shear Moment (K) (K) 0.04 0.67 0.19 0.33 0.60 -1.53 - 0.34 -0.15 -0.16 0.09 5.91 -0.04 3.81 0.07 -2.05 -0.15 -5.73 0.09 8.30 -0.04 1.99 0.07 -0.00 -0.01 -0.00 0.06 0.00 0.03 0.00 0.06 -0.00 0.00 0.33 -0.00 0.02 0.00 -6.98 -0.00 0.01 0.00 - 2.69 0.00 0.02 0.00 -5.95 0.00 -0.52 0.00 1.00 7.88 1.57 0.00 -10.48 0.02 0.03 0.02 -10.38 0.02 0.04 0.03 0.07 0.00 -0.55 -3.17 0.03 0.00 -3.53 6.56 -4.68 0.66 0.20 0.36 0.28 -1.64 0.00 -0.02 -0.00 -0.04 0.00 -0.01 0.00 -0.07 -0.91 0.12 -3.44 -0.07 (K -ft ) 1.29 -2.62 -5.71 0.00 1.02 0.00 0.47 0.00 1.02 0.00 0.45 0.14 0.21 0.35 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.59 0.00 0.13 0.28 0.24 0.21 0.00 -1.38 0.00 9.22 1.37 - 2.48 -0.63 - 0.24 -0.32 -0.20 -0.44 0.00 -0.80 __ = = = = ==SZ J-End = = = = == = = == Axial Shear Moment (K) (K) (K -ft) -- - 0.04 -0.67 2.62 - 0.19 -0.33 5.71 -0.60 1.53 -0.27 0.34 0.15 -1.02 0.16 -0.09 0.00 - 5.91 0.04 -0.47 - 3.81 -0.07 0.00 2.05 0.15 -1.02 5.73 -0.09 0.00 -8.30 0.04 -0.45 -1.99 -0.07 0.00 0.00 0.01 -0.21 0.00 -0.06 0.52 -0.00 -0.03 -0.00 -0.00 -0.06 0.42 0.00 -0.00 0.00 -0.33 0.00 0.00 - 0.02 -0.00 0.00 6.98 0.00 0.00 - 0.01 -0.00 0.00 2.69 -0.00 0.00 -0.02 -0.00 0.00 5.95 -0.00 0.00 0.52 0.00 0.00 -1.00 8.26 -2.35 -1.57 0.00 0.00 10.48 -0.02 0.00 -0.03 -0.02 0.00 10.38 -0.02 0.00 -0.04 -0.03 0.00 - 0.07 0.00 0.00 0.55 -3.67 2.35 - 0.03 0.00 0.00 3.53 3.60 -0.59 4.68 -0.66 2.48 -0.20 -0.36 5.80 -0.28 1.64 -5.80 -0.00 0.02 0.11 0.00 0.04 -0.11 -0.00 0.01 0.04 -0.00 0.07 -0.04 0.91 -0.12 0.80 3.44 0.07 0.00 Vr Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 • RISA -2D (R) Version 3.02 AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- Y -DIR. EO Job /60/14 Page 7/ ,jG &9 Date = = =se == ass ==ss== ===sea= = = = =______ _________________________ _____ == = = == ==== =as=ses Nodes No 1 3 Axial Shear (K) (K) =__ =_ = =_= I -End ========== Moment (K -ft) 0.00 -0.30 0.00 -0.79 0.00 -0.31 0.39 -6.74 0.00 0.00 0.83 -12.43 0.00 0.00 0.64 - 7.02 - 0.15 -0.17 -0.14 - 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.02 0.00 - 0.02 0.00 0.00 0.00 0.00 44 23- 24 5.68 0.03 45 24- 25 1.48 -0.04 46 26- 27 0.95 0.12 47 27- 28 1.11 -0.07 48 28- 29 3.39 0.03 49 29- 30 1.66 -0.05 50 1- 38 -3.12 3.80 51 21- 33 0.11 -0.97 52 19- 22 0.02 0.00 53 22- 27 -0.44 -0.00 54 2- 39 -1.34 9.86 55 23- 35 3.03 4.15 56 20- 24 0.06 0.00 57 24- 29 1.28 0.00 58 3- 40 2.54 3.35 59 25- 37 2.03 -1.01 60 1- 22 -7.77 -0.02 61 2- 22 0.03 -0.01 62 2- 24 -7.26 -0.01 63 3- 24 0.04 -0.03 64 21- 27 0.30 0.00 65 22- 26 -0.00 0.00 66 22- 28 -5.32 -0.00 67 23- 27 0.02 0.00 68 23- 29 -2.20 -0.00 69 24- 28 0.01 -0.00 70 24- 30 -4.43 0.00 71 25- 29 0.01 -0.00 72 38- 31 -0.79 -0.00 73 39- 31 2.51 0.00 74 39- 32 -0.35 -0.00 75 40- 32 2.86 0.00 76 38- 33 0.04 0.00 77 31- 34 3.60 0.00 78 39- 35 0.44 0.00 79 32- 36 3.55 0.00 80 40- 37 0.45 0.00 81 33- 34 0.68 0.00 82 34- 35 -2.58 -0.00 83 35- 36 5.78 0.00 84 36- 37 2.53 -0.00 85 38- 34 -4.86 -0.00 86 31- 33 0.02 -0.00 87 31- 35 -4.88 -0.00 88 39- 34 0.02 0.00 = === = = = === J -End === =sea = = == Axial Shear Moment (K) (K) (K -ft) -- -5.68 -0.03 0.30 -1.48 0.04 0.00 - 0.95 -0.12 0.79 -1.11 0.07 0.00 -3.39 -0.03 0.31 -1.66 0.05 0.00 3.12 -3.80 7.21 - 0.11 0.97 -1.01 -0.02 -0.00 0.00 0.44 0.00 0.00 1.34 -6.37 15.40 -3.03 9.80 -10.20 -0.06 0.00 0.00 -1.28 0.00 0.00 -2.54 -3.35 6.06 - 2.03 1.01 -1.04 7.77 0.02 0.00 - 0.03 0.01 0.00 7.26 0.01 0.00 -0.04 0.03 0.00 -0.30 -0.00 0.00 0.00 -0.00 0.00 5.32 0.00 0.00 - 0.02 -0.00 0.00 2.20 0.00 0.00 - 0.01 0.00 0.00 4.43 -0.00 0.00 -0.01 0.00 0.00 0.79 0.00 -0.02 -2.51 -0.00 0.02 0.35 0.00 -0.01 -2.86 -0.00 0.01 -0.04 0.00 0.00 -3.60 0.00 0.00 -0.44 0.00 0.00 -3.55 0.00 0.00 -0.45 0.00 0.00 - 0.68 -0.00 0.02 2.58 0.00 0.00 -5.78 -0.00 0.02 -2.53 0.00 0.00 4.86 0.00 0.00 -0.02 0.00 0.00 4.88 0.00 0.00 -0.02 -0.00 0.00 �rs tx at4WOJEACIXIASKTI RISA-2D (R) Version 3.02 .Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 Job Page Date AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- Y -DIR. EO alas: asss ss:ssss= ass=ssss ars ttas ss a: asses: sss a sass:ssssas:sssss=asssssssssss! Nodes No I J 89 39- 36 90 32- 35 91 32- 37 92 40- 36 93 33- 26 94 35- 28 95 37- 30 96 38- 21 97 39- 23 98 40- 25 ::sass : :as Axial (K) - 4.81 0.02 -4.79 0.02 0.15 - 0.13 -1.09 0.46 1 .77 2.08 I -End Shear (K) 0.00 -0.00 0.00 0.00 -0.28 1.85 -0.34 -0.24 0.26 0.48 sat=====in= Moment (K -ft) 0.00 0.00 0.00 0.00 1.01 10.20 1 .04 -7.21 -15.40 -6.06 :asssss::= J -End =_________ Axial Shear (K) (K) 4.81 -0.00 -0.02 0.00 4.79 -0.00 -0.02 -0.00 -0.15 0.28 0.13 -0.11 1.09 0.34 -0.46 0.24 -1.77 3.23 -2.08 -0.48 Moment (K -ft)-- 0.00 0.00 0.00 0.00 -1.29 -9.22 -1.37 6.74 12.43 7.02 F ' ME03, e_ zl) 'Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 RISA -2D (R) ,Version 3.02 AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- X -DIR. EO Job 601 Page Date- ======_======:===== = = = = == = = = == = = == = = === == == = = = = = == =as=s == = = = == = = == = ==s = =s : :: Load Combination is 1 : 1.0E Member End Forces Nodes =____ No I J Axial (K) 1 26- 7 -2.07 2 7- 8 4.39 3 8- 4 5.26 4 7- 9 3.90 5 9- 12 3.91 6 12- 14 3.90 7 14- 17 3.90 8 8- 10 0.25 9 10- 13 -0.49 10 13- 15 -0.49 11 15- 18 0.25 12 4- 11 -0.00 13 11- 5 -0.00 14 5- 16 -0.00 15 16- 6 -0.00 16 7- 10 -6.94 17 8- 9 0.02 18 9- 13 0.01 19 10- 12 -4.31 20 12- 15 -4.31 21 13- 14 0.01 22 14- 18 0.02 23 15- 17 -6.93 24 9- 10 4.22 25 12- 13 2.35 ' 26 14- 15 4.22 27 4- 10 0.02 28 5- 10 0.01 29 5- 15 0.01 30 6- 15 0.02 31 10- 11 0.12 32 5- 13 6.23 33 15- 16 0.12 34 28- 12 -6.96 35 30- 17 -2.07 36 17- 18 4.39 37 6- 18 5.26 38 .1- 19 -0.00 39 '2- 19 0.00 40 2- 20 0.00 41 3- 20 0.00 42 21- 22 0.89 43 22- 23 0.82 I -End - ___ = = = =__ _________= J -End =____ Shear Moment Axial Shear Moment (K) (K ft) (K) (K) (K -ft) -- 0.11 0.25 2.07 -0.11 0.40 -0.08 -0.40 -4.39 0.08 -0.33 0.19 0.33 -5.26 -0.19 0.41 - 0.86 0.00 -3.90 -1.77 3.09 - 2.48 -3.09 -3.91 -1.93 0.00 -1.93 0.00 -3.90 -2.48 3.08 -1.77 -3.08 -3.90 -0.86 0.00 -0.85 0.00 -0.25 -1.78 3.13 - 2.48 -3.13 0.49 -1.93 0.00 -1.93 0.00 0.49 -2.48 3.12 - 1.78 -3.12 -0.25 -0.85 0.00 -0.08 -0.31 0.00 0.08 -0.23 0.04 0.23 0.00 -0.04 0.19 -0.04 -0.19 0.00 0.04 -0.23 0.08 0.23 0.00 -0.08 0.31 0.00 0.00 6.94 -0.00 0.00 0.00 0.00 -0.02 -0.00 0.00 - 0.00 0.00 -0.01 0.00 0.00 0.00 0.00 4.31 -0.00 0.00 -0.00 0.00 4.31 0.00 0.00 0.00 0.00 -0.01 -0.00 0.00 0.00 0.00 -0.02 -0.00 0.00 0.00 0.00 6.93 -0.00 0.00 0.00 0.00 -4.22 0.00 0.00 -0.00 -0.00 -2.35 0.00 -0.00 0.00 0.00 -4.22 0.00 0.00 -0.01 -0.10 -0.02 0.01 0.00 0.00 0.04 -0.01 -0.00 0.00 -0.00 -0.04 -0.01 0.00 0.00 0.01 0.10 -0.02 -0.01 0.00 0.00 0.00 -0.12 0.00 0.00 0.00 0.00 -6.23 -0.00 0.00 0.00 0.00 -0.12 0.00 0.00 0.00 0.00 6.96 -0.00 0.00 -0.11 -0.25 2.07 0.11 -0.39 0.08 0.39 -4.39 -0.08 0.33 -0.19 -0.41 -5.26 0.19 -0.33 -0.00 -0.02 0.00 0.00 -0.00 0.00 0.00 -0.00 -0.00 0.00 -0.00 -0.00 -0.00 0.00 -0.00 0.00 0.02 -0.00 -0.00 0.00 -0.00 0.00 -0.89 0.00 -0.00 0.00 0.00 -0.82 -0.00 0.00 i RISA -2D (R) Version 3.02 • Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 . Job 9601 Page Date- AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- X -DIR. EO a= mass: a=== s======== m================ a=s=== = = = = == = = ==smm =mmx == ::msss==s=sa Nodes No I J 44 23- 24 45 24- 25 46 26- 27 47 27- 28 48 28- 29 49 29- 30 50 1- 38 51 21- 33 52 19- 22 53 22- 27 54 2- 39 55 23- 35 56 20- 24 57 24- 29 58 3- 40 59 25- 37 60 1- 22 61 2- 22 62 2- 24 63 3- 24 64 21- 27 65 22- 26 66 22- 28 67 23- 27 68 23- 29 69 24- 28 70 24- 30 71 25- 29 72 38- 31 73 39- 31 74 39- 32 75 40- 32 76 38- 33 77 31- 34 78 39- 35 79 32- 36 80 40- 37 81 33- 34 82 34- 35 83 35- 36 84 36- 37 85 38- 34 86 31- 33 87 31- 35 88 39- 34 sm=a = ==a== I-End = = ==mamm=a Axial Shear Moment (K) (K) (K -ft) 0.82 -0.00 0.00 0.89 0.00 0.00 0.28 0.00 0.00 0.27 -0.00 -0.01 0.27 0.00 0.00 0.28 -0.00 -0.01 - 9.07 0.75 0.03 - 2.90 0.02 0.27 -0.00 0.00 0.00 - 0.01 -0.00 0.00 -21.03 -0.00 -0.00 -8.57 -0.00 -0.00 -0.00 0.00 0.00 -0.01 0.00 0.00 -9.06 -0.75 -0.03 -2.90 -0.02 -0.27 -0.08 -0.00 -0.01 0.01 0.00 0.00 0.01 -0.00 -0.00 -0.08 0.00 0.01 0.01 -0.00 0.00 -0.02 0.00 0.00 - 0.02 -0.00 0.00 0.01 0.00 0.00 0.01 0.00 0.00 -0.02 0.00 0.00 - 0.02 -0.00 0.00 0.01 0.00 0.00 2.03 -1.48 0.00 2.03 1.50 0.00 2.03 -1.50 0.00 2.03 1.48 0.00 -0.63 0.00 0.00 4.03 0.00 0.00 -1.36 0.00 0.00 4.03 0.00 0.00 - 0.63 0.00 0.00 -0.19 -1.47 0.00 -0.16 -2.05 -2.57 -0.16 -1.48 0.00 -0.19 -2.04 -2.56 - 5.46 -0.00 0.00 0.02 -0.00 0.00 0.02 0.00 0.00 -5.48 -0.00 0.00 = = =a == = = == J -End = == === ==z= Axial Shear Moment (K) (K) (K -ft) -- -0.82 0.00 -0.00 - 0.89 -0.00 0.00 - 0.28 -0.00 0.01 - 0.27 0.00 0.00 -0.27 -0.00 0.01 - 0.28 0.00 0.00 9.07 -0.75 1.47 2.90 -0.02 -0.09 0.00 -0.00 0.00 0.01 0.00 0.00 21.03 0.00 -0.00 8.57 0.00 -0.00 0.00 0.00 0.00 0.01 0.00 0.00 9.06 0.75 -1.47 2.90 0.02 0.09 0.08 0.00 0.00 -0.01 -0.00 0.00 -0.01 0.00 0.00 0.08 -0.00 0.00 -0.01 0.00 0.00 0.02 -0.00 0.00 0.02 0.00 0.00 -0.01 -0.00 0.00 -0.01 -0.00 0.00 0.02 -0.00 0.00 0.02 0.00 0.00 -0.01 -0.00 0:00 -2.03 -2.02 2.43 -2.03 2.04 -2.43 -2.03 -2.03 2.42 -2.03 2.02 -2.42 0.63 0.00 0.00 -4.03 0.00 0.00 1.36 0.00 0.00 - 4.03 0.00 0.00 0.63 0.00 0.00 0.19 -2.04 2.57 0.16 -1.49 0.00 0.16 -2.05 2.56 0.19 -1.47 0.00 5.46 0.00 0.00 - 0.02 0.00 0.00 -0.02 -0.00 0.00 5.48 0.00 0.00 RISA -2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue 11201 Kirkland, WA 98033. AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- X -DIR. EO ==*==== s===:=: s::===== == = = = = = =_ = = = = = = = =a = = == = = = == = = == =sae= =sea = =a = =ssz : : :s :: Job Page Date- 960/ Nodes = =_ = = = = =_= I -End = = = = ==su == = ==a = = = = =a J -End =___:___ =_ No I J Axial Shear Moment Axial Shear Moment (K) (K) (K -ft) (K) (K) (K -ft) -- 89 39- 36 -5.48 -0.00 0.00 5.48 0.00 0.00 90 32- 35 0.02 -0.00 0.00 -0.02 0.00 0.00 91 32- 37 0.02 0.00 0.00 -0.02 -0.00 0.00 92 40- 36 -5.45 0.00 0.00 5.45 -0.00 0.00 93 33- 26 -2.05 -0.16 0.09 2.05 0.16 -0.25 94 35- 28 -6.93 0.00 0.00 6.93 -0.00 -0.00 95 37- 30 -2.05 0.16 -0.09 2.05 -0.16 0.25 96 38- 21 -2.89 -0.87 -1.47 2.89 0.87 -0.27 97 39- 23 -8.56 0.00 0.00 8.56 -0.00 0.00 98 40- 25 -2.89 0.87 1.47 2.89 -0.87 0.27 F,eAMEitC fl Douglas Engineering 909 Seventh Avenue 41201 Kirkland, WA 98033 RISA -2D (R) Version 3.02 AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- Y -DIR. EC tYT!5`.w,;P;k "7:`7 Job �! 0/� Pagg Pe, ? � y Date. =Mt=-- = === == = = = = == = = == = == _=_==__==____=_ _ = =___ ==__ =____ == == =__ = = = = = =s== Load Combination is 1 : 1.0E Member End Forces Nodes No I 3 _________= I -End =_________ Axial Shear Moment 1 26- 7 2 7- 8 3 8- 4 4 7- 9 5 9- 12 6 12- 14 7 14- 17 8 8- 10 9 10- 13 10 13- 15 11 15- 18 12 4- 11 13 11- 5 14 5- 16 15 16- 6 16 7- 10 17 8- 9 18 9- 13 19 10- 12 20 12- 15 21 13- 14 22 14- 18 23 15- 17 24 9- 10 25 12- 13 26 14- 15 27 4- 10 28 5- 10 29 5- 15 30 6- 15 31 10- 11 32 5- 13 33 15- 16 34 28- 12 35 30- 17 36 17- 18 37 6- 18 38 1- 19 39 2- 19 40 2- 20 41 3- 20 42 21- 22 43 22- 23 (K) 0.01 O .09 0.53 -0.02 0.24 2.53 1.67 -1.38 -3.54 4.66 1.19 0.00 0.00 O .00 0.00 -0.00 0.45 O .01 -3.34 0.00 -1.10 0.01 -2.84 -0.49 0.41 0.63 -5.47 0.02 -5.43 0.02 0.01 -0.20 0.04 -1.76 -2.26 0.06 0.11 0.00 -0.00 0.00 0.00 0.31 -0.61 (K) 0.26 0.24 -0.88 -0.08 0.05 -0.02 0.04 -0.08 0.05 -0.02 0.04 0.00 0.02 O .00 0.04 O .00 -0.00 0.00 -0.00 0.00 0.00 -0.00 0.00 0.00 -0.58 O .00 0.01 0.01 0.00 0.01 O .00 -0.21 0.00 1 .52 0.25 0.25 -0.95 -0.01 -0.02 -0.01 -0.03 0.05 -0.03 (K -ft) 0.39 -1.10 -3.30 O .00 0.53 0.00 0.24 O .00 O .53 0.00 0.24 0.10 0.07 O .06 0.04 O .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -5.85 0.00 0.07 0.07 0.05 0.11 0.00 -0.34 0.00 2.99 0.43 -1.03 -0.35 -0.11 -0.15 -0.10 -0.20 0.00 -0.36 = = = = == = = == ,7 -End =_ = = = = == == Axial Shear Moment (K) (K) (K -ft) -- -0.01 -0.26 1.10 -0.09 -0.24 3.30 -0.53 0.88 -0.16 0.02 0.08 -0.53 -0.24 -0.05 0.00 -2.53 0.02 -0.24 -1.67 -0.04 0.00 1.38 0.08 -0.53 3.54 -0.05 0.00 - 4.66 0.02 -0.24 -1.19 -0.04 0.00 -0.00 -0.00 -0.07 - 0.00 -0.02 0.15 -0.00 -0.00 -0.04 - 0.00 -0.04 0.24 0.00 -0.00 0.00 - 0.45 0.00 0.00 -0.01 -0.00 0.00 3.34 0.00 0.00 -0.00 -0.00 0.00 1.10 -0.00 0.00 -0.01 0.00 0.00 2.84 -0.00 0.00 0.49 0.00 0.00 -0.41 0.58 0.50 -0.63 0.00 0.00 5.47 -0.01 0.00 - 0.02 -0.01 0.00 5.43 -0.00 0.00 -0.02 -0.01 0.00 - 0.01 0.00 0.00 0.20 0.21 -0.50 - 0.04 0.00 0.00 1.76 -1.52 5.85 2.26 -0.25 1.03 -0.06 -0.25 3.36 - 0.11 0.95 -3.36 -0.00 0.01 0.05 0.00 0.02 -0.05 -0.00 0.01 0.02 -0.00 0.03 -0.02 -0.31 -0.05 0.36 0.61 0.03 0.00 �rv.� „5. "qrc »,� "1t:T". w, ";t*F Srt'!ft1M� ^.1��t +�eJit;.Uti:'�i {P�^,r`f; :1s`a�• RISA -2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 Job_ 9C 601 A Page Date. AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- Y -DIR. EQ = = = = = = = ==____ =_ == = = = == = = = = =_= =_ = = == =============================== Nodes = = == = =___= I -End No I J Axial Shear 44 23- 24 45 24- 25 46 26- 27 47 27- 28 48 28- 29 49 29- 30 50 1- 38 51 21- 33 52 19- 22 53 22- 27 54 2- 39 55 23- 35 56 20- 24 57 24- 29 58 3- 40 59 25- 37 60 1- 22 61 2- 22 62 2- 24 63 3- 24 64 21- 27 65 22- 26 66 22- 28 67 23- 27 68 23- 29 69 24- 28 70 24- 30 71 25- 29 72 38- 31 73 39- 31 74 39- 32 75 40- 32 76 38- 33 77 31- 34 78 39- 35 79 32- 36 80 40- 37 81 33- 34 82 34- 35 83 35- 36 84 36- 37 85 38- 34 86 31- 33 87 31- 35 88 39- 34 (K) 1 .82 O .06 0.18 O .12 2.09 1.10 -1.69 O .05 0.01 -0.03 -0.77 1 .46 0.03 0.75 1.26 1 .01 -3.48 0.01 -3.27 0.02 -0.08 O .00 -2.66 O .01 -1.27 O .00 -2.21 O .01 -1.16 O .42 0.65 2.19 0.01 1 .73 0.21 1 .69 0.22 O .46 -1.10 2.66 1.11 -2.33 0.01 -2.34 0.01 (K) 0.01 -0.02 0.05 - 0.03 0.01 -0.02 2.07 - 0.39 0.00 -0.00 5.96 -0.91 0.00 0.00 1.86 -0.40 -0.01 -0.01 -0.01 -0.01 0.00 O .00 0.00 O .00 - 0.00 O .00 0.00 -0.00 -0.00 O .00 -0.00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 0.00 -0.00 -0.00 -0.00 _ Moment (K -ft) 0.00 -0.13 0.00 -0.36 0.00 - 0.14 0.18 - 2.64 0.00 O .00 0.40 -6.84 0.00 0.00 0.30 -2.75 -0.07 -0.08 - 0.07 - 0.10 0.00 0.00 0.00 O .00 0.00 0.00 0.00 0.00 0.00 O .00 0.00 O .00 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.00 - 0.01 0.00 0.00 0.00 0.00 _______= J -End Axial Shear (K) (K) -1.82 -0.01 -0.06 0.02 -0.18 -0.05 -0.12 0.03 -2.09 -0.01 -1.10 0.02 1.69 -2.07 -0.05 0.39 -0.01 -0.00 O .03 0.00 O .77 -5.96 - 1.46 0.91 -0.03 0.00 -0.75 0.00 -1.26 -1.86 -1.01 0.40 3.48 0.01 -0.01 0.01 3.27 0.01 - 0.02 0.01 0.08 -0.00 - 0.00 -0.00 2.66 -0.00 -0.01 -0.00 1.27 0.00 -0.00 -0.00 2.21 -0.00 -0.01 0.00 1.16 0.00 - 0.42 -0.00 -0.65 0.00 -2.19 -0.00 -0.01 0.00 - 1.73 0.00 -0.21 0.00 -1.69 0.00 - 0.22 0.00 - 0.46 -0.00 1.10 0.00 -2.66 -0.00 -1.11 0.00 2.33 -0.00 -0.01 0.00 2.34 0.00 -0.01 0.00 = =__ Moment (K-ft ) -- 0.13 0.00 0.36 0.00 0.14 0.00 3.95 - 0.46 0.00 0.00 11.52 -0.45 0.00 0.00 3.42 - 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 0.01 -0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.00 0.00 0.00 0.00 0.00 RISA -2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 Job q �oGl � 0 Page "A r7 R Date. AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- Y -DIR. E0 ======--=z*z*=*-=======s:===================== =at = = = == = = = == = = = == = = =s = =- - =mix Nodes No I J Axial (K) (K) 89 39- 36 -2.30 -0.00 90 32- 35 0.01 0.00 91 32- 37 -2.29 -0.00 92 40- 36 0.01 -0.00 93 33- 26 0.06 0.08 94 35- 28 -0.07 -2.54 95 37- 30 -0.47 0.02 96 38- 21 0.03 -0.65 97 39- 23 0.72 -2.34 98 40- 25 1.03 -0.34 a= = = = =___= 1 -End =___ = = = =:a Shear Moment (K -ft) 0.00 0.00 0.00 0.00 0.46 0.45 0.45 -3.95 -11.52 -3.42 _________= J -End = c= am= =as: Axial Shear Moment (K) (K) 2.30 0.00 -0.01 -0.00 2.29 0.00 - 0.01 0.00 - 0.06 -0.08 0.07 2.54 0.47 -0.02 - 0.03 0.65 -0.72 2.34 -1.03 0.34 (K -ft)-- 0.00 0.00 0.00 0.00 -0.39 -2.99 -0.43 2.64 6.84 2.75 1 P-Avi (-(p.e 2_1 RISA-2D (R) Version 3.02 Douglas Engineering Job q601./ L 909 Seventh Avenue 40201 Page 79/6, Kirkland, WA 98033 Date AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT--Y-DIR. EO Load Combination is 1 : 1.0E Member End Forces = = ==....'.= ============= ===== Nodes No I J 1 26- 7 2 7- 8 3 8- 4 4 7- 9 5 9- 12 6 12- 14 7 14- 17 8 8- 10 9 10- 13 10 13- 15 11 15- 18 12 4- 11 13 11- 5 14 5- 16 15 16- 6 16 7- 10 17 8- 9 18 9- 13 19 10- 12 20 12- 15 21 13- 14 22 14- 18 23 15- 17 24 9- 10 25 12- 13 26 14- 15 27 4- 10 28 5- 10 29 5- 15 30 6- 15 31 10- 11 32 5- 13 33 15- 16 34 28- 12 35 30- 17 36 17- 18 37 6- 18 38 1- 19 39 2- 19 40 2- 20 41 3- 20 42 21- 22 43 22- 23 ===-= Axial (K) -0.05 0.03 0.37 -0.57 -0.40 3.58 2.48 -1.14 -3.31 4.71 1.03 0.00 0.00 0.00 0.00 -0.00 0.31 0.01 -3.86 0.01 -1.42 0.01 -3.26 -0.40 0.64 0.83 -5.95 0.02 -5.92 0.02 0.01 -0.17 0.05 -1.87 -2.32 0.35 0.40 -0.00 0.00 - 0.00 - 0.00 1.70 0.07 I-End Shear (K) 0.69 0.11 -0.85 -0.09 0.05 -0.02 0.04 -0.09 0.05 - 0.02 0.04 0.01 0.02 - 0.00 0.05 0.00 -0.00 0.00 - 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.01 O .00 0.00 O .02 0.00 -0.06 0.00 0.00 0.68 0.13 - 0.91 -0.03 -0.00 0.01 -0.06 0.06 - 0.04 =---- Moment (K ft) 1.88 -2.12 -3.13 O .00 0.58 O .00 0.26 O .00 0.58 0.00 0.25 O .11 0.06 0.03 0.06 O .00 0.00 O .00 0.00 O .00 0.00 0.00 0.00 0.00 -0.00 O .00 0.07 O .06 0.04 0.12 0.00 -0.25 0.00 0.00 1.95 -2.03 -0.39 -0.19 -0.03 0.04 -0.30 0.00 -0.43 ========== 3-End ========== Axial Shear Moment (K) (K) 0.05 -0.69 - 0.03 -0.11 -0.37 0.85 O .57 0.09 0.40 -0.05 -3.58 0.02 -2.48 -0.04 1.14 0.09 3.31 -0.05 -4.71 0.02 -1.03 -0.04 -0.00 -0.01 -0.00 -0.02 -0.00 0.00 -0.00 -0.05 O .00 -0.00 -0.31 0.00 -0.01 -0.00 3.86 0.00 -0.01 0.00 1.42 -0.00 -0.01 0.00 3.26 -0.00 O .40 0.00 -0.64 -0.00 -0.83 0.00 5.95 -0.01 -0.02 -0.00 5.92 -0.00 -0.02 -0.02 -0.01 0.00 0.17 0.06 - 0.05 0.00 1.87 -0.00 2.32 -0.68 -0.35 -0.13 -0.40 0.91 0.00 0.03 -0.00 0.00 0.00 -0.01 0.00 0.06 -1.70 -0.06 -0.07 0.04 (K-ft)-- 2.12 3.13 -0.18 -0.58 0.00 - 0.26 0.00 - 0.58 0.00 -0.25 0.00 -0.06 0.13 -0.06 0.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 0.00 2.03 3.19 -3.19 0.01 -0.01 0.08 -0.08 0.43 0.00 RISA -2D (R) Version 3.02 Douglas Engineering 909 Seventh Avenue #201 Kirkland, WA 98033 Ire <;q!xrs Job_ Page Date. AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- Y -DIR. EO = = = ==- = == = =_ = = = = == = == = == ==_== = = = = = = = = = = = = = = ==- = = == = = = = == ==sea = == = = == :aim= Nodes No I J 44 23- 24 45 24- 25 46 26- 27 47 27- 28 48 28- 29 49 29- 30 50 1- 38 51 21- 33 52 19- 22 53 22- 27 54 2- 39 55 23- 35 56 20- 24 57 24- 29 58 3- 40 59 25- 37 60 1- 22 61 2- 22 62 2- 24 63 3- 24 64 21- 27 65 22- 26 66 22- 28 67 23- 27 68 23- 29 69 24- 28 70 24- 30 71 25- 29 72 38- 31 73 39- 31 74 39- 32 75 40- 32 76 38- 33 77 31- 34 78 39- 35 79 32- 36 80 40- 37 81 33- 34 82 34- 35 83 35- 36 84 36- 37 85 38- 34 86 31- 33 87 31- 35 88 39- 34 = = == == = = == I-End = = = = = = = = == Axial Shear Moment (K) (K) (K ft) 0.79 0.01 0.00 -1.64 -0.02 -0.17 1.79 0.06 0.00 2.07 -0.04 -0.42 0.10 0.02 0.00 -0.62 -0.03 -0.17 -1.14 4.11 0.29 -0.01 -0.47 -3.00 -0.02 0.00 0.00 -0.49 -0.00 0.00 -0.67 0.00 0.00 1.17 0.00 0.00 0.07 0.00 0.00 0.52 0.00 0.00 0.94 3.90 0.43 0.74 -0.49 -3.14 -4.18 -0.01 -0.10 0.02 -0.00 -0.01 -3.91 0.00 0.01 0.02 -0.02 -0.13 0.49 0.00 0.00 - 0.00 0.00 0.00 - 2.51 -0.00 0.00 0.01 -0.00 0.00 -0.91 -0.00 0.00 0.00 0.00 0.00 - 2.12 0.00 0.00 0.01 -0.00 0.00 -5.14 -0.00 0.00 - 3.68 0.00 0.00 4.66 -0.00 0.00 6.02 0.00 0.00 0.02 0.00 0.00 1.59 0.00 0.00 0.17 0.00 0.00 1.50 0.00 0.00 0.16 0.00 0.00 -0.64 0.00 0.00 -2.08 -0.00 -0.02 3.44 0.00 0.00 2.07 -0.00 -0.00 - 2.15 -0.00 0.00 0.01 -0.00 0.00 -2.16 0.00 0.00 0.01 0.00 0.00 == = = = = = = == 3 -End Axial Shear (K) -0.79 1.64 -1 .79 -2.07 -0.10 0.62 1.14 O .01 0.02 O .49 0.67 -1.17 -0.07 -0.52 - 0.94 - 0.74 4.18 -0.02 3.91 -0.02 -0.49 0.00 2.51 -0.01 0.91 -0.00 2.12 -0.01 5.14 3.68 -4.66 -6.02 - 0.02 - 1 .59 -0.17 -1.50 -0.16 0.64 2.08 -3.44 -2.07 2.15 -0.01 2.16 -0.01 (K) -0.01 0.02 -0.06 0.04 - 0.02 0.03 -4.11 0.47 - 0.00 O .00 - 0.00 -0.00 0.00 O .00 -3.90 O .49 0.01 O .00 -0.00 O .02 - 0.00 - 0.00 0.00 0.00 0.00 -0.00 -0.00 O .00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 - 0.00 -0.00 Moment (K -ft) -- 0.17 0.00 0.42 0.00 0.17 0.00 7.93 -0.78 0.00 0.00 0.00 0.00 0.00 0.00 7.37 -0.74 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ,V a_ial. crt _rW5i0Cla\YSP..'.ttCAt/GAVa WiMINYOKOOVIiVSitgsp 11WWIM ftrOm.W046 ,a01,0w.m..m..m.... .rrn..4001, Aet RISA -2D (R) Version 3.02 'Douglas Engineering 909 Seventh Avenue 10201 Kirkland, WA 98033 AG CONDENSER CHECK NEW CONDENSER WITH 2' SHIFT-- Y -DIR. EG = = = = = =_ =____= = = = =x == = = = == == ============= = =_ = =_ = = =__ = = = = == == = = = = ==== ==== • Job 9,a Page Date. Nodes === ___ = = == I -End No I 3 Axial Shear Moment (K) (K) (K ft) 89 39- 36 -2.03 0.00 0.00 90 32- 35 0.01 0.00 0.00 91 32- 37 -2.02 0.00 0.00 92 40- 36 0.01 0.00 0.00 93 33- 26 0.01 -1.10 0.78 94 35- 28 -0.25 -0.00 -0.00 95 37- 30 -0.60 -1.20 0.74 96 38- 21 0.44 -2.47 -7.93 97 39- 23 0.66 -0.00 -0.00 98 40- 25 0.77 -2.12 -7.37 ===1111====== = == = =z= = == J -End ra =:=x ==s= Axial Shear (K) (K) 2.03 -0.00 - 0.01 -0.00 2.02 -0.00 -0.01 -0.00 -0.01 1.10 0.25 0.00 0.60 1.20 -0.44 2.47 -0.66 0.00 - 0.77 2.12 Moment (K -f t) -- 0.00 0.00 0.00 0.00 -1.88 - 0.00 -1.95 3.00 - 0.00 3.14 DOUGLAS ENGINEERING 909 SEVENTH AVENUE, SUITE 201 KIRKLAND, WA 98033 (206) 827 -8938 FAX (206) 827 -3482 E -MAIL: DOUGLSENGR#AOL.COM Title : Scope : Number: 0MILI Miec . Dsngr Date :09 - Apr -96 SINGLE SPAN BEAM ANALYSIS DESCRIPTION »ADJUSTED LOADING > )EXTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1 =Pin /Pin, 2 =Fix /Fix, 3 =Fix /Pin RIGHT CANTILEVER ft 4 =Pin /Fix, 5 =Fix /Free I: INERTIA = 836 in"4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: #1 = 0.084 klf #2 = klf #3 = klf TRAPEZOIDAL 0 LEFT 0 RIGHT X -LEFT X -RIGHT #1 = klf ft #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4 = #8 = klf ft CONCENTRATED #1 = 12.16 k X = 12 ft # 8 = k X = ft #2 = 13.85 k X = 18.83 ft 9 = k X = ft #3 = 11.06 k X = 28.08 f t . 10 = k X = ft #4 = 13.84 k X = 2 ft 11 = k X = ft #5= k X= ft 12= k X= ft #6= k X= ft 13= k X= ft #7= k X= ft 14= k X= ft MOMENTS #1 = ft -k #2 = ft -k 0 #3 = ft -k 0 #4 = ft -k - -- SUMMARY ft ft ft ft #5 #6 #7 #8 ft -k ft -k ft -k ft -k ft ft ft ft MOMENTS MAX. Span Moment = 214.68 ft -k .... 8 Location = 18.816 ft MIN. Span Moment = ft -k .... 8 Location = ft O Left Support = ft -k O Right Support = ft -k SHEARS Left Support = 28.97399 k Right Support = 24.62400 k Left Support = 28.97399 k Right Support = 24.62400 k MAXIMUM MOMENT = 214.6888 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, 0 X = 16.064 ft - -> Deflection Left Cant., 0 X = ft - -> Deflection Right Cant., 0 X = ft - -> Deflection -1.586 in = in = in Moment Shear Deflection QUERY VALUES (ft -k) (k) (in) • CENTER SPAN X = 28.08 ft 95.49 - 24.296 -0.601 O LEFT CANT. X = f t O RIGHT CANT. X 989GSEVENTHIA5EN6E, SUITE 201 Scope KIRKLAND, WA 98033 Number: c114/14 (206) 827 -8938 FAX (206) 827 -3482 Misc : E -MAIL: DOUGLSENGROAOL.COM Dsngr Date:09- Apr -96 SINGLE SPAN BEAM ANALYSIS Page 5 DESCRIPTION > >TOTAL LOAD DEFLECTION »EXTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1 =Pin /Pin, 2= Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5= Fix /Free I: INERTIA = 836 in"4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.07 klf 8 LEFT 0 RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = klf #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = ' #5 = klf ft #2 = #6 = klf ft #3 = 07 = klf ft #4 = #8 = klf ft CONCENTRATED X = 12 ft # 8 = ft X = 18.83 ft 9 = ft X = 28.08 ft • 10 = ft X = 2 ft 11 = ft X = ft 12 = ft X = ft 13 = ft X = ft 14 = ft MOMENTS ft ft ft ft ft ft ft ft #1 = 11.09 k #2 = 10.42 k #3 = 9.97 k #4 = 10.32 k #5 = k #6 = k #7 = k #1 = ft -k 0 #2 = ft -k 0 #3 = ft -k 0 04= ft -k 0 ---- SUMMARY k X = k X = k X = k X = k X = k X = k X = #5 #6 #7 #8 ft -k f t -k ft -k ft -k MOMENTS MAX. Span Moment = 175.68 ft -k .... 0 Location = 18.816 ft MIN. Span Moment = ft -k .... 0 Location = ft O Left Support = ft -k O Right Support = ft -k MAXIMUM DEFLECTIONS Center Span, 0 X = Left Cant., 0 X = Right Cant., 0 X .= SHEARS Left Support = 23.23605 k Right Support = 20.80394 k Left Support Right Support MAXIMUM MOMENT = 23.23605 k = 20.80394 k = 175.6876 ft -k (Pos. = Up) 16 ft - -> Deflection ft - -> Deflection ft - -> Deflection QUERY VALUES O CENTER SPAN X = 28.08 ft O LEFT CANT. X = ft O RIGHT CANT. X = ft Moment Shear (ft -k) (k) 80.68 - 20.530 = -1.314 in = in = in Deflection (in) -0.498 • DOUGLAS ENGINEERING 909 SEVENTH AVENUE, SUITE 201 KIRKLAND, WA 98033 (206) 827 -8938 FAX (206) 827 -3482 E -MAIL: DOUGLSENGROAOL.COM Title : Scope : Number: 1 b 14 Misc . Dsngr : Date:09- Apr -96 SINGLE SPAN BEAM ANALYSIS Page 09 DESCRIPTION > )ADJUSTED VERTICAL LOADS FOR Y- DIRECTION EQ > )EXTERIOR GIRDER ANALYSIS SPAN LENGTHS CENTER SPAN LEFT CANTILEVER RIGHT CANTILEVER GENERAL DATA = 32 ft FIXITY CODE > >> 1 << = ft 1 =Pin /Pin, 2 =Fix /Fix, 3= Fix /Pin = ft 4 =Pin /Fix, 5 =Fix /Free I: INERTIA = 836 in"4 E: ELASTIC MODULUS =29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever . UNIFORM CENTER: #1 = 0.084 klf ® LEFT ® RIGHT 02 = klf #1 = klf #3 = klf #2 = klf #4 = klf . #3 = klf CANT.: LEFT RIGHT #4 = klf 01 = #5 = klf #2 = #6 = klf #3 = klf #4 = klf TRAPEZOIDAL #7 = #8 = CONCENTRATED X = 12 ft # 8 #1 = 12.16 k #2 = 11.4 k #3 = 11.06 k #4 = 11.57 k #5 = #6 = #7 = k X -LEFT X -RIGHT ft ft ft ft ft ft ft ft = k X = X = 18.83 ft •9 = k X = X = 28.08 ft 10 = k X = 2 ft 11 = k X = ft 12 = k X = ft 13 = k X = ft 14 = k X = MOMENTS X = X = X = X = #1 = ft -k 0 #2 = ft -k #3 = ft -k #4 = ft -k - -- SUMMARY ft #5 ft -k ft #6 ft -k ft #7 ft -k ft #8 ft -k ft ft ft ft ft ft ft ft ft ft ft MOMENTS SHEARS MAX. Span Moment = 193.84 ft -k Left Support = 25.83753 k .... 0 Location = 18.816 ft Right Support = 23.04046 k MIN. Span Moment = ft -k .... 0 Location = ft Left Support = 25.83753 k Right Support = 23.04046 k O Left Support = O Right Support = MAXIMUM DEFLECTIONS Center Span, 0 X = Left Cant., 0 X = Right Cant., 0 X = ft -k ft -k MAXIMUM MOMENT = 193.8456 ft -k (Pos. = Up) 16 ft - -> Deflection ft - -> Deflection ft - -> Deflection QUERY VALUES O CENTER SPAN X = 28.08 ft O LEFT CANT. X = ft O RIGHT CANT. X = ft Moment Shear (ft -k) (k) 89.30 - 22.712 -1.452 in = in = in Deflection (in) -0.550 DOUGLAS ENGINEERING 909 SEVENTH AVENUE, SUITE 201 KIRKLAND, WA 98033 (206) 827 -8938 FAX (206) 827 -3482 E -MAIL: DOUGLSENGROAOL.COM Title : Scope : Number: q t, 01 Lt Misc . Dsngr Date:09- Apr -96 SINGLE SPAN BEAM ANALYSIS Page C DESCRIPTION > >ADJUSTED HORIZONTAL LOADS FOR Y- DIRECTION EQ > >EXTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1= Pin /Pin, 2 =Fix /Fix, 3 =Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5 =Fix /Free I: INERTIA = 73.3 in"4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: #1 = #2 = #3 = #4 = CANT.: #1 = #2 = #3 = #4 = TRAPEZOIDAL klf 0 LEFT 0 RIGHT X -LEFT X -RIGHT klf #1 = klf ft klf #2 = klf ft klf #3 = klf ft LEFT RIGHT #4 = klf ft #5 = klf ft #6 = klf ft #7 = klf ft #8 = klf ft CONCENTRATED X = 12 ft # 8 = k X = ft X = 18.83 ft .9 = k X = ft X = 28.08 ft 10 = k X = ft #1 = 1.75 k #2 = 1.75 k #3 = 1.75 k #4 = 1.75 k X = #5 = k X = #6= k X= #7 = k X = #1 = ft -k #2== ft -k #3 = ft -k #4 = ft -k - -- SUMMARY MOMENTS MAX. Span Moment = 27.679 ft -k .. 0 Location = 18.816 ft MIN. Span Moment = ft -k .... 0 Location = ft 2 ft 11 = ft 12 = ft 13 = ft 14 = MOMENTS ft ft ft ft #5 #6 #7 #8 k X = ft k X = ft k X = ft k X = ft ft -k ft -k ft -k ft -k ft ft ft ft O Left Support = ft -k O Right Support = ft -k SHEARS Left Support = 3.668984 k Right Support = 3.331015 k Left Support = 3.668984 k Right Support = 3.331015 k MAXIMUM MOMENT = 27.67961 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, 0 X = 16.064 ft - -> Deflection Left Cant., 0 X = ft - -> Deflection Right Cant., 0 X = ft - -> Deflection -2.347 in in = in Moment Shear Deflection QUERY VALUES (f t- k) ( k ) ( in) 0 CENTER SPAN X = 28.08 ft 13.00 - 3.3310 -0.894 O LEFT CANT. X = ft O RIGHT CANT. X = ft DOUGLAS ENGINEERING •909 SEVENTH AVENUE, SUITE 201 KIRKLAND, WA 98033 (206) 827 -8938 FAX (206) 827 -3482 E -MAIL: DOUGLSENGROAOL.COM Title . Scope Q Number: i(0014 Misc . Dsngr : Date:09- Apr -96 SINGLE SPAN BEAM ANALYSIS Page 2(� /e G DESCRIPTION > )ADJUSTED LOADING > )INTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN me 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1 =Pin /Pin, 2 =Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5= Fix /Free I: INERTIA = 1220 in"4 E: ELASTIC MODULUS =29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.108 klf 0 LEFT 0 RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = klf #2 = klf ft 04 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3= #7= klf ft #4 = #8 = klf ft CONCENTRATED X = 12 ft # 8 = k X = X = 18.83 ft 9 = k X = X = 28.08 ft 10 = k X = X = 2 ft .11 = k X = X = ft 12 = k X = X = ft 13 = k X = X = ft 14 = k X = MOMENTS #1 = 24.33 k #2 = 28.2 k #3 = 22.12 k 04 = 28.13 k #5 = k #6 = k #7 = k #1 = #2 = #3 = #4 = ft -k 0 ft -k 0 ft -k 0 ft -k 0 ft ft ft ft - -- SUMMARY MOMENTS MAX. Span Moment = 426.22 ft -k ... 0 Location = 18.816 ft MIN. Span Moment = ft -k .... 0 Location = ft O Left Support = ft -k O Right Support = #5 #6 #7 #8 ft -k ft -k ft -k ft -k ft ft ft ft ft ft ft ft ft ft ft SHEARS Left Support = 57.62188 k Right Support = 48.61411 k Left Support Right Support = 57.62188 k = 48.61411 k ft -k MAXIMUM MOMENT = 426.2278 ft -k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, 0 X = 16.064 ft - -> Deflection Left Cant., 0 X = ft - -> Deflection Right Cant., 0 X = ft - -> Deflection = -2.153 in = in = in Moment Shear Deflection QUERY VALUES (ft -k) (k) (in) O CENTER SPAN X = 28.08 ft 188.9 - 48.192 -0.815 O LEFT CANT. X = ft O RIGHT CANT. X = ft INGSEVENTHIAVENUEG SUITE 201 Sitpe : KIRKLAND WA 98033 Number: °1 b D) t .\ (206) 827 -8938 FAX (206) 827 -3482 Miec : E -MAIL: DOUGLSENGROAOL.COM Dsngr : Date:09- Apr -96 SINGLE SPAN BEAM ANALYSIS Pape 2 7/�5 DESCRIPTION > >TOTAL LOAD DEFLECTION > )INTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE >>> 1 << LEFT CANTILEVER ft 1 =Pin /Pin, 2 =Fix /Fix, 3 =Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5 =Fix /Free I: INERTIA = 1220 in-4 E: ELASTIC MODULUS =29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.09 klf 0 LEFT 0 RIGHT X -LEFT X -RIGHT #2 = klf klf ft #3 = klf klf ft #4 = klf klf ft CANT.: LEFT RIGHT klf ft #1 = klf ft #2 = klf ft #3 = klf ft #4 = klf ft #1 = #2 = #3 = #4 = #5 = #6 = #7 = #8 = CONCENTRATED #1 = 22.18 k X = 12 ft # 8 = #2 = 20.84 k X = 18.83 ft 9 = #3 = 19.94 k X = 28.08 ft 10 = 04 = 20.64 k X = 2 ft 11 = #5 = k X = ft 12 = #6 = k X = ft 13 = #7 = k X = ft 14 = MOMENTS #1 = ft -k 0 #2 = ft -k 0 #3 = ft -k 0 #4 = ft -k 0 - -- SUMMARY MOMENTS MAX. Span Moment = 345.17 ft -k .... 0 Location = 18.816 ft MIN. Span Moment = ft -k .... 0 Location = ft ft ft ft ft #5 #6 #7 #8 k X = k X = k X = k X = k X = k X = k X = ft ft ft ft ft ft ft ft -k ft -k ft -k ft -k ft ft ft ft O Left Support = ft -k O Right Support = ft -k MAXIMUM DEFLECTIONS Center Span, 0 X = Left Cant., 0 X = Right Cant., 0 X = SHEARS Left Support = 45.67211 k Right Support = 40.80788 k Left Support = 45.67211 k Right Support = 40.80788 k MAXIMUM MOMENT = 345.1734 ft -k (Pos. = Up) 16 ft - -> Deflection ft - -> Deflection ft - -> Deflection QUERY VALUES O CENTER SPAN X = 28.08 ft O LEFT CANT. X = ft O RIGHT CANT. X = ft Moment Shear (ft -k) (k) 158.6 - 40.456 -1.768 in in in Deflection (in) -0.670 DOUGLAS ENGINEERING *909 SEVENTH AVENUE, SUITE 201 KIRKLAND, WA 98033 (206) 827 -8938 FAX (206) 827 -3482 E -MAIL: DOUGLSENGROAOL.COM Title : Scope : Number: ° J 0I LI Misc Dsngr Date:09- Apr -96 SINGLE SPAN BEAM ANALYSIS Page? DESCRIPTION > )ADJUSTED VERTICAL LOADS FOR Y- DIRECTION EQ »INTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 <( LEFT CANTILEVER = ft 1= Pin /Pin, 2 =Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5 =Fix /Free I: INERTIA = 1220 in"4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = 0.108 klf 0 LEFT 8 RIGHT X -LEFT X -RIGHT 02 = klf #1 = klf ft #3 = klf #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4 = #8 = klf ft CONCENTRATED #1 = 24.32 k X = 12 ft # 8 = k X = ft #2 = 22.8 k X = 18.83 ft 9 = k X = ft #3 = 22.12 k X = 28.08 ft .10 = k X = ft 04 = 23.14 k X = 2 ft 11 = k X = ft #5 = k X = ft 12 = k X = ft #6 = k X = ft 13 = k X = ft #7 = k X = ft 14 = k X = ft MOMENTS #1 = ft -k 0 ft #2 = ft -k 0 ft #3 = ft -k 0 ft #4 = ft -k 0 ft - -- SUMMARY MOMENTS MAX. Span Moment = 380.24 ft -k .... 0 Location = 18.816 ft MIN. Span Moment = ft -k .... 0 Location = ft #5 #6 #7 #8 ft -k ft -k ft -k ft -k ft ft ft ft O Left Support = ft -k SHEARS Left Support = 50.71507 k Right Support = 45.12092 k Left Support Right Support = 50.71507 k = 45.12092 k O Right Support = ft -k MAXIMUM MOMENT MAXIMUM DEFLECTIONS Center Span, 0 X = Left Cant., 0 X = Right Cant., 0 X = = 380.2492 ft -k (Pos. = Up) 16 ft - -> Deflection ft - -> Deflection ft - -> Deflection QUERY VALUES O CENTER SPAN X = 28.08 ft O LEFT CANT. X = ft O RIGHT CANT. X = ft Moment Shear (ft -k) (k) 175.3 - 44.699 _ -1.949 in = in in Deflection (in) -0.739 9 DOUGLAS ENGINEERING '909 SEVENTH AVENUE, SUITE 201 KIRKLAND, WA 98033 (206) 827 -8938 FAX (206) 827 -3482 E -MAIL: DOUGLSENGROAOL.COM Title : Scope Number: 4l `( Misc . Dsngr : Date:09- Apr -96 SINGLE SPAN BEAM ANALYSIS Page eq/c f DESCRIPTION > >ADJUSTED HORIZONTAL LOADS FOR Y- DIRECTION EQ »INTERIOR GIRDER ANALYSIS SPAN LENGTHS GENERAL DATA CENTER SPAN = 32 ft FIXITY CODE > >> 1 << LEFT CANTILEVER = ft 1 =Pin /Pin, 2 =Fix /Fix, 3= Fix /Pin RIGHT CANTILEVER = ft 4 =Pin /Fix, 5 =Fix /Free I: INERTIA = 202 in"4 E: ELASTIC MODULUS = 29000000 psi APPLIED LOADS - - - >> All distances refer to left support, use ' -' for left cantilever UNIFORM CENTER: TRAPEZOIDAL #1 = klf 0 LEFT 0 RIGHT X -LEFT X -RIGHT #2 = klf #1 = klf ft #3 = klf #2 = klf ft #4 = klf #3 = klf ft CANT.: LEFT RIGHT #4 = klf ft #1 = #5 = klf ft #2 = #6 = klf ft #3 = #7 = klf ft #4= #8= klf ft CONCENTRATED X = 12 ft' # 8 = k X = X = 18.83 ft 9 = k X = X= 28 .08 f t 10 = k X= X = 2 ft '11 = k X = X = ft 12 = k X = X = ft 13 = k X = X = ft 14 = k X = MOMENTS = ft #1 = #2 = #3 = #4 = #5 = #6 = #7 = 2.54 k 1.52 k 0.79 k 3.02 k k k k #1 #2 = #3 = #4 = - -- SUMMARY MOMENTS ft -k ft -k ft -k ft -k ft ft ft #5 #6 #7 #8 ft -k ft -k ft -k ft -k ft ft ft ft ft ft ft ft ft ft ft MAX. Span Moment = 31.479 ft -k ... 0 Location = 12.032 ft MIN. Span Moment = ft -k .... 0 Location = ft SHEARS Left Support Right Support 5.1411 k 2.7289 k Left Support = 5.1411 k Right Support = 2.7289 k O Left Support = ft -k O Right Support = ft -k MAXIMUM MOMENT = 31.47979 ft-k MAXIMUM DEFLECTIONS (Pos. = Up) Center Span, 0 X = 15.552 ft - -> Deflection Left Cant., 0 X = ft - -> Deflection Right Cant., 0 X = ft - -> Deflection QUERY VALUES O CENTER SPAN X = 28.08 ft O LEFT CANT. X = ft O RIGHT CANT. X = ft -0.932 in in in Moment Shear Deflection (ft -k) (k) (in) 10.65 - 2.7289 -0.336 PROYIDE SOLID STEEL SWIMS BETWEEN EXISTING 60NC: WALL 4 NEW WT o EXP. ANOHOR5' JL TX4X1. WELDED TO W12X26 AND 442X14 NEW 412X44 EXiSTNG C)016 1 PIL/5T -4 NEW WI2X14 NEW 415X14. X914 ", LONG, (DTL 3A ONL TYP NEW 1450 ROD BRACE W/ •2'44 CLEVIS PER PLAN _. 'ET: NG NEW W12514 cN� 1 NEW L1x4X145 WE4DED TO WI2X14 AND WI2X, 26 NEW '43" GUSSET IH DTL 3A 3/16 3 /16 42" GUSSET R 3/16 \III' -18 EZ'ST'.NG :/16x6'- /16 B. 15 DTL 3A ONLY 40,9 3/1613 - NEW WI2X26X35.' -5 "4 NEW op ROD BRACE W/ • 2143 CLEVIS PER PLAN 5454 ROD BRACING W/ 1'43 CLEVISE PER PLAN (TYP) PTL 3A ONLY (4) k"4: STAINLESS 5TL EXPANSION ANCHORS W/ 515 ": MIN. CONC. EMBEDMENT. 115 FT -LB INSTALLATION TORQUE. SPECIAL INSPECTION REQUIRED. DTL 3A \.ONLY JL 1X4X15 WELDED TO WI2X14 4 WI2X26 2 NEW 13" GUSSET FE NEW 1454 ROD =RACE W/ • 2I/2 CLEVIS PER PLAN NEW WI2X26X35' -5 "4 PLAN NEW 442X26 (NOTE: TOP FLANGE OMITTED FOR CLARITY) CONNECTION DETAIL CsRID C/14 S2 SCALE: I" = FLAN PLAN (NOTE: TOP FLANGE OF NEW FRAMING OMITTED 505 CLARITY) (NOTE: TOP FLANGE OF NEW FRAMING OMITTED FOR CLARITY) aCONNECTION DETAIL GRID C EAST OF LINE 14 SCALE: I" = I' -0" CONNECTION DETAILS LINE 14 SCALE: 1" = 1' -0" NEW JL12<4X15 -FACE OF EXIST IN CONC. PILASTER L 1X4X445 (OIL I) JL 1X4X•e (DTL 3) NEW 'r4" GUS ATE NEW 412X26 FACE OF E{C!STING CONC. PILAASTER TTP) la NEW 02x26 NEW I/2" COVER FE (DTL 4A ONLY): , NEW 5 ROD • 4 • 2,4 CLEVIS PROVIDE 145" SHIM BETWEEN TOP OF WI2X14 4 NEW CONDENSER AS REQ. (TYP) NEW 412X14 NEW 02X14 1 0 ROD BRACE W/ •1/4 CLEVIS 3/I 1'43 -18 NEW WT5XX24.5 249'44" LONG WI2X26 �YP JL 1X4X•b 1D L. 3: NEW WI2x14 ..,„4 ROD BRACE W/ •'4, CLEVIS DTL 4A LT NEW 442X14 EX15T1NG ROD BRACING, CLEVISES, GUSSETS 4 DOUBLE ANGLE CONNECTION'S BEYOND. (TYP). REPLACE EXISTING ROD BRACING AND / OR CLEVISES PER PLAN EXISTING 'h" GUSSET 4E - VERIFY EXISTING CLEVIS PIN DIAMETER 4 FIELD REAM LARGER PIN HOLES AS REQUIRED AT NEW CLEVISES (3I I'' -I8 ---5L/ It's -18 DTL 44 ONLY TrP (4) 144 STAINLESS STLEXP.- ANCHOR5 W/ 6145" MIN. C0'C. EMBEDMENT, 115 FT -LB INSTALLATION TORQUE. SPECIAL INSPECTION REQ. ." GUSSET tE(TTP NEW U112X26X35' -5" DTL I ONLY EXISTING WI6X64 W/ ROD BRACE AND C8XIL5 REPLACE ROD AND /OR CLEVIS PER PLAN 2" o ENDS (DTL 4A 4a X28 ONLY! PROVIDE SOLID STEEL- - - -J 514IMS BETWEEN EXISTING CONE WALL 4 NEW WT EXP ANCHOR --EXISTING 06x88 W/ ROD BRACE AND 65x11,5 REPLACE ROD AND /OR CLEVIS PER PLAN NEW e0 ROD BRACING 4/'•2/3 CLEVIS PER PLAN (IMP) JL 1X42 a WELDED TO 02X26 AND 02X14 R %4 "X44" (DTL 4A ONLY) EXISTING 02X21 (NOTE 3/16 Y FLAN TOP FLANGE OF NEW FRAMING OMITTED FOR CLARITY) CONNECTION DETAILS EAST OF LINE 14 SCALE:: 1" = I' -0" DTL 1 ONLY EXISTING '45 "4 ANCHOR BOLTS 4 CONC. PILASTER SECTION 6 DETAILS 1 /S2 4 3/S2 SCALE. I" = -- EXI5TING W16X64(DTL 2) EXISTING WI6X88 (DTL 4.4) B l SECTION 6 DETAILS 2/S2, 4/62 4 4A /S2 S2 SCALE. I" • I' -0" ---- Ex1511NG 1. "4 ANCHOR BOLTS 4 CONG. PILASTER SECTION a DETAIL 34/62 SCALE: I" = I' -0" 4400 0< TUM7ll1A 0 RPPR0VE JUN 0 7 1996 02 M1'TLU BUILDING DIV�u:J.V ECEWE0 CRY R OF TUKWIIA MAY 2 9 1996 PERMIT CENTER