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Home My WebLink AboutPermit M99-0231 - PACWEST TELECOMM99 -0231 12301 Tukwila Int'1 Blvd. Pacwest Telecom, Inc. Wee City of Tukwila ( C : (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M99 -0231 Type: B -MECH Category: NRES Signature: MECHANICAL PERMIT Address: 12301 TUKWILA INTERNATIONAL BL Location: Parcel #: 092304 -9367 Contractor License No: SABEYCI033KM Status: ISSUED Issued: 12/10/1999 Expires: 06/07/2000 TENANT PACWEST TELECOM INC Phone: 12301 TUKWILA INT'L BL, TUKWILA, WA 98188 OWNER SABEY DAVID A & SANDRA L Phone: 206 281 -8700 101 ELLIOTT AV W, SEATTLE WA 98119 CONTACT DOUGLAS SCHUMACHER Phone: 206 -241 -8240 12301 TUKWILA INT'L BL, TUKWILA WA 98188 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 -281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 kk• k**** k* *rt*****• k *•k *** ** * * * * *k * *•k * * * * * * * ****k* * * **** * * * * *•k * * * * *•k ***k * * *•k ** Permit Description: MAJOR HVAC WORK INSIDE THE SECOND FLOOR OF A NEW BUILDING. ROOMS FULL OF COMPUTER EQUIPMENT NEED TO BE COOLED, ADDITIONAL ROOF -TOP UNITS BEING ADDED. UMC Edition: 1997 Valuation: . 200,000.00 Total Permit Fee: .461.94 * * **•k * * * *** * *•k * * * * ** k************************* ** * *•k * * * * *•k* * * * *** * * * * * * 82,c4. ID-9q Permit Cente Authorized Signature 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 buil, ing permit. Date: /aJ9 Print Name: //�it0 j Z7 6'onlbe4 Title:_ /DAfA- J1*16 E ___ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 1.2301 TUKWILA INTERNATIONAL BL Permit No: M99-0231 Suite: Tenant : PACWEST TELECOM INC Status: ISSUED Type: B-MECH Appl led: 11/17/1999 Parcel 0: 092304-9367 Issued: .12/10/1999 *AA**kkA*14******A****kk*Ak**A**** Permit Condit ions: 1. Plumbing permits sha 1 I be obtained through the Seattle-King County Department of Pub 1.1 c Health. •.Plumb ing will be inspected by that agency, tncluding al 1: gas piping (296-4722) . 2. Electrical permits, sha 1 I be obtained through the Washington State Division of Labor and Industries and all electrical work w i l l be inspected by that agency (248-6630) 3 . No changes wi 11 be made to the plans unless approved by the Engineer and the Tukwi Bui lding Division. 4. All per mi ts, inspect ion records, and approved plans shal I be available at the job site prior to the start of any con- struc.t ion. These documents are to be maintained and a v a i l = . able unti 1 f ina 1 inspection approval is granted. 5. Al 1 construction to be done in conformance with approved ' plans and requirements of the Uniform Building Code ((997 Edition) as amended, Uniform Mechanical Code (1997 Ed i and Washington Stefte Energy Code (1997 Edi tion) ' 6, Validity of Permi t , The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the bui 1 di n,g code or of any other ordinance of the jurisdiction. No per mi t pr esuMing to give. authority to violate or cancel the/ Provi s ions of' this code shall be valid 7. Manufacturers instal lat ion instruction' required ori . site for 'the building inspectors review , CITY OF TUKWILA Project Name/Tenant: Vatue,n ec ani at ^ � f gttiQment: Site Address : City State/Zip: Tax Parcel Num a er: Q 1,k1-7 Property Owner: ' • 0 f fry 'H'. Phone: tob ) t • ,1 2 to -[ Street Address: City State/Zip: 1 1 IVAI 1A IM dl.Vb . WIC N tu►. wh 1111)e) Fax if: (g ) ,24 1 • vekto Contractor: 54- 6 W ce 'onto ellft tJ Phone: (?t) ..to I • t12_,d0 Street Address: W. u y to ity t y ' g t� lot r(Ll0 ,�V r� Fax #: ( 2 S 1 , �� Phone: (s 6) . goy, a 4 t �o Contact Person: .0000 U! :u ttit4} Ce f - 1_ Street Address.: City State/Zip: Fax it: t) Z✓ 1 / t • :Kt/ , 11, v 1 71N-lA t t,A 1 b�v� • lUktil �.,S. VA 1211, BUILDING OWN F -iR' !ZED AGENT: Signature: /.� f� Date: t 1. • 1 el Print name; cape +, Phone: ( Zvb ) Z-t- mo o Fax #: ( t Zvb ) Z (7 0 5-cm Address: 1 0 0 � F 1 1.... lte tw City /State/Zip .�.. ' i,� � CITY OF TUB VILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: Mechanical Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. MECHANICAL PERMIT. REVIEW AND APPROVAL REQUESTED: (TO BE FILLED, OUT BY APPLICANT) Description of work to be done (please be specific): 1 do 12 4" � Iro - iittc2149tr 9fft0010 Pr k P1 t) v L l-r)i tin. F C.l, ot "1119°11 v I p,W Coo c. r 0 111 0 mot_ f f' ID P � ,►J O X10 . Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be extended more than once. Date application accep 11-I `� Date application � e re +r g000 Applicatior� by: (initials) 11/2/99 ✓ Submittal Requirements Floor plan and system layout Roof plan required to identify individual equipment and the'Iocatien of each'inSthIIaltion nif�rrn ' ' Mech�+dcalC fO%5.94�(e))., � , , :;� :: ' �"'''� ,• { � a; s. >'" A � , Defaits'and el�vafiotis (for'roof niountemquipment) and proposed screening 1•••t. ' f,t ' r . , , . • °' " ' . 7 � Heat Loss Calculations or Washington State Energy Code Form #H -7 i :; - `'• t'H'.V:A, . over 2,00t tFM (approxilnate).y, 5 tP;a11 Farger) ririAtbe provid i'• sIfui -'" off, and will be rputed to the Fire Prevention division for additional comments (Uniform Mechanical,�� ,, „ Code 10t19). • ' • ' ; . '' ,r �t !•,•••1,10., ; , ' �'+ •• ■ • ''t'' ' Specifications must be provided to show that replacement equipment complies with,the efficiency,rgtings , and?dther* pplica le• requiremefiti bf•t he' vvashingrbnStateaNlonresidential Energy Co d. `'!'• -I• ` ' • • ,5trpctural.engineer, s.analysis is required for new and the replacerrment,of pxi equipment, , . , , , . Weigrling 400 pounds and greater (Uniform Building Code 1632.1). Str'ucthtal documentation sha11•be • stamped I q y, a Washington State, licen ,sec! Structural ,ngineer.,+ , ‘ .,; , ,..!..• „ • • , , • ti; • + • ' Mechanical Permits COMMERCIA L: Two complete sets of drawings and attachments required with application submittal NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water heaters or vents being installed or replaced. • • • ,•1 RESIDENTIAL: Two com p l ete sets of attachments required wit applica submittal • : I ; Heat loss calculations or Form H -6. Equipment specifications. /1/2/99 miscpmcdoc Submittal Requirements New Single Family Residence Change -out or replacement of existing mechanical equipment Narrative of work to be done, including modification to duct work. Installation of Gas Fireplace „ ;• Narrative with specification of equipment and chimney type, • If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe "cbnditton, •i • • • ' NOTE: Water heaters and vents are'lrcluded in the Uniform Mechanical Code , ple voter heliters or*.vents being instai♦'ed bt tet)la'oed, ^.'' t �s • • • yl 1 ^ � / A+A*^AA * ^ kha*4++*kAk ** a *+�� ^ �m^^*�*��+ � ��*~*o� ^| V / r � I CITY OF [UKWILA. NA ` ` � ~/ ) _ � ~_° lRANSMI[ /� *+�kA*+**Ah+****A***k******+*+xxx+A*A6a++++**a***+*+*+A**hk****+ \RANSMIT NuNher: 898O0202 AmoiAnt: 461.94,12/10/99 12:O3 Payment Method: CHECK Wotationt PAHRUTT MECHANIC' Jnit: TLH Permit No: M99-0231 Type: &-N[cH MECHoraCAL PERMIT Parcel No: 092304-9367 Site Address: 13301 TUKNI|.A IN1E8AATT0NAL Total Fees: 461^94 ' This 9uvmmot 461,94 Total ALL Ywtst .• 461.94 ` .00 *aA k*A*4 ^+****+ ** ^**+***aAk ,+ +�a Acruunt Code Description •Amount 000/345.830 PLAN CHFCK - NQMREG 92,39 • 000/322.100 MECHANICAL - NONRES ' 368.55 .' —.—'~_—,--~--.~~•--'.--,_.—~.~_~.~—.~—.—~~-~~~ at. ---.~-~.—._'~,~~-.~ Pr 'r. fk., vve-..-- � ' 11 `` ... 1.1( ,�} Type of r_.ect � » r f44. A �! -4,c 4 I ' � Date called: Special instructions: Date wanted 12 a.m. p.m. Requester / 4' Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SoutlEanter Blvd, #10 0, Tukwila, WA 98188 COMMENTS: J PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: T,.xpe of Ins ectio t ,/Y�e /1 A / (/ /2"- MWfl€S Spec al 'nit (I ay uctions / -5 ,,- ' z , ( "" // i►: Phone:. ` , A - e c7V0 ..r��''�t✓✓ �/ 4 ga — / W C- ..ter a ie; , 4.c.r, -G- • / r r ec � `i / p �/1 T,.xpe of Ins ectio t ,/Y�e /1 A Date called: j�/ O U Spec al 'nit (I ay uctions / -5 ,,- ' Date wanted: // 5 .—/ 9.10.00 a. m. Requester: Arc..., Phone:. ` , A - e c7V0 ..r��''�t✓✓ �/ 4 Receipt No: proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. Date:, El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinsR,ection. Date: RMIT NO. (206)431 -3670 COMMENTS: Typ � f ` I i ns ption: 0 P 4i 1 `r 7 ..Pe.. s t✓et 7 ST C t) 44 '7 /o �{�_c$s ✓,e�. 7sr iv /PS /4r �yG?- Ae'n19- . 100 ) kr)9c.c.. -7) (m - m _i. Date wanted: y; - /4^ C f7 P.m. Requester: Phone "0, -F0 - 7 ( 2`A - 7 Project: e_ ��t Typ � f ` I i ns ption: Address: t '410.-glij Date called: I a_ Is , q ci Special instructions: 1 S 0 1 Date wanted: y; - /4^ C f7 P.m. Requester: Phone "0, -F0 - 7 ( 2`A - 7 INSPECTION NO. ! RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southconter Blvd, #100, Tukwila, WA 98188 t�� PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Ins El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type.gf lns ction• el ,e-erfe-7/977ati rrsr de Date cal d auirs. 4t 42, 3, 9, 6, Special instructions: e - � % / C' rt..Z - Requ o • IrV —1 ® e,1- 7 " .4,‘- Peisi 5 .._, 120,-Ace / a /bt f& &CIS 1 r % 0 ' C +, - �i,e S 1hoome-r56 c,u4 i _ - ... Prg eet: ( Type.gf lns ction• Date cal d Special instructions: Date win : -1..j..) 7 �,�-� GI.-- p.m. Requ o • IrV —1 Ph ne: �� u �5_ 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. • 47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; 1.1.5.1elnetri.z)re Ctat A nrinuor Dario Dart - ...71rtioila :Wa'ehlAronfi :■:' ."'rsitiP/911A1 4'7C".:11.420 :'Approved ApproVed Sprinklers Fire Alarm : ,4;^ Hood & • "44 Atio • Monitor: Pre-Fire: • Permits: Authorized Signature FINALiAPP.FRM • TUKWILA:FIRE DEPARTMENT • FINAL APPROVAL FORM . . . , .• Project C■L 1 LOWV „... Ad ress • 1 . Co Needs shift inspection 2-000 2 without 'correction notice . • , with ,correction not3.ce Rev. 2/19/98 • •`. Permit .• ' No Thomas P. Keefe, Fire Chle ' • tl i4 ■•••■•= tit • ITEM STRUCTURAL CALCULATIONS E 2_S OCTOaER 24 TENANT IMPROVEMENT FOR: PAC WEST, BLDG B TUKWILA, WA SEPTEMBER 21,199 _ • -, ;• ^ ` i NELSON- BOURDAGES JOB #99065 Wide Flange Beams WF -1 through WF -9 Bar Joists. ..JS -1 through JS -85 NELSON•BOURDAGES a Division of Poggemcyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 RECENED art OF TU 1lA %OV 1 7 1999 PERMIT CENTER • • _R,,.., ., ,�. ,�., . PAGE f 1 RAM Steel V6.0 Floor Map DataBase: bldg -b -rev Building Code: UBC2 Floor Type: ROOF J 1 1 1 = a • 2 R a { s 787 208 X a 3' 748 17aa 290 300 is 301 11 E 79, 302 XV 6 205 7n3 1 m i n a 1 3,s l 7ne 303 09/07/99 15:26:44 z A 34! I= 307 00 s m g 300 307 797 305 0 s 0 a z 8 s 02 00 313 M 4a a 313 [ 311 211 2 ❑ I 0 320 X 343 a 17 321 33139 X 2 r: - s_ 342 341 i 340 330) 334 I ' - f { :, 51 I. 324 • 375 ❑ 32 1 377 337 { 330 a n ,7 328 335 3 S z z 167 ,as a a j RAM Steel V6.0 Floor Map DataBase: bldg -b -rev Building Code: UBC2 Floor Type: ROOF 09/07/99 15:26:44 PytrF ice, A A R NELSON- BOURDAGES DataBase: ROOF Building Code: UBC2 Floor Type: ROOF POINT LOADS (kips): Dist DL 4.51 3.04 9.02 3.04 13.54 3.04 18.04 3.04 22.56 1.54 22.56 1.50 27.07 1.54 27.07 1.50 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) SHEAR: Max V DL +LL (kips) = 15.34 SPAN INFORMATION (ft): I -End (0.00,64.50), J -End (31.58,64.50) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 31.58 MOMENTS: Span Cond Moment kip -ft ft Center Max + 132.6 18.0 Controlling 132.6 18.0 09/20/99 14:58:20 Steel Code: ASD 9th Ed. Beam Number = 6 CDL RedLL Red % NonRLL StorLL 3.04 2.17 26.3 0.00 0.00 3.04 2.17 26.3 0.00 0.00 3.04 2.17 26.3 0.00 0.00 3.04 2.17 26.3 0.00 0.00 1.54 1.10 26.3 0.00 0.00 1.50 0.54 26.3 1.30 0.00 1.54 1.10 26.3 0.00 0.00 1.50 0.54 26.3 1.30 0.00 at 15.79 ft = at 15.95 ft = at 15.95 ft = fv (ksi) = 1.72 Fv = Lb Cb ft 4.5 1.07 4.5 1.07 Left 9.12 5.19 14.31 -0.379 -0.230 -0.609 RoofLL RfRed % 0.00 Snow Tension Flange fb Fb 13.96 33.00 13.96 33.00 Right 9.12 6.22 15.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.81 L/D = 1000 L/D = 1645 L/D = 622 Snow Snow Snow Snow Snow Snow Snow Comp Flange fb Fb 13.96 33.00 • NELSON - BOURDAGES DataBase: ROOF Building Code: UBC2 Floor Type: ROOF SPAN INFORMATION (ft): I -End (31.58,45.50), J -End (61.58,45.50) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 POINT LOADS (kips): RedLL Red % NonRLL StorLL RoofLL RfRed % 5.00 2.36 2.36 1.69 21.8 0.00 0.00 0.00 Snow 10.00 2.36 2.36 1.40 21.8 0.51 0.00 0.00 Snow 12.00 2.89 0.76 0.54 21.8 0.00 0.00 0.00 Snow 15.00 2.36 2.36 1.12 21.8 1.02 0.00 0.00 Snow 15.55 2.11 1.79 0.84 21.8 0.00 0.00 0.00 Snow 19.11 6.02 4.36 0.85 21.8 0.00 0.00 0.00 Snow 20.00 2.36 2.36 1.40 21.8 0.51 0.00 0.00 .Snow 22.67 7.02 5.07 0.95 21.8 0.00 0.00 0.00 Snow 25.00 2.36 2.36 1.40 21.8 0.51 0.00 0.00 Snow 26.33 1.73 1.24 0.21 21.8 0.00 0.00 0.00 Snow Dist DL CDL LINE LOADS: (k /ft) Distl Dist2 DL1 0.00 12.00 0.225 0.00 12.00 0.018 SHEAR: Max V DL +LL (kips) = 25.18 fv (ksi) = 2.83 Fv = 18.81 MOMENTS: Span Cond Moment kip -ft ft Center Max + 209.1 15.5 Controlling 209.1 15.5 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) .1 09/20/99 14:582 0 Steel Code: ASD 9th Ed. Beam Number = 31 DL2 CDL1 0.225 0.000 0.018 0.018 at 15.45 ft = at 15.30 ft = at 15.30 ft = Lb Cb ft 3.6 1.01 3.6 1.01 Left 15.10 5.03 20.13 -0.642 -0.207 -0.848 CDL2 0.000 0.018 LL1 0.000 0.013 Tension Flange fb Fb 22.01 33.00 22.01 33.00 Right 19.40 5.78 25.18 L/D = L/D = L/D = 4 LL2 RedType 0.000 0.0 %R 0.013 21.8 %R 561 1742 424 Comp Flange fb Fb 22.01 33.00 OM ONO owli, NELSON - BOURDAGES DataBase: ROOF Building Code: UBC2 Floor Type: ROOF POINT LOADS (kips): Dist DL CDL 1.58 3.95 2.85 5.00 2.36 2.36 5.50 6.15 4.43 9.50 7.26 5.23 10.00 2.36 2.36 13.50 6.19 4.46 15.00 2.36 2.36 17.50 5.29 3.81 20.00 2.36 2.36 20.50 5.64 4.08 23.50 1.42 1.01 25.00 2.36 2.36 26.50 6.09 4.40 MOMENTS: Span Cond Moment kip -ft ft Center Max + 289.9 15.0 Controlling 289.9 15.0 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) .+r A-�•i:rt,ee : ^(w <.,,n=,Mi vas= r.e„an:...s 09/20/99 14:58:'2b Steel Code: ASD 9th Ed. Beam Number = 60 SPAN INFORMATION (ft): I -End (61.58,45.50), J -End (91.58,45.50) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 RedLL 0.53 1.40 0.82 0.95 1.27 0.82 0.85 0.70 1.27 0.77 0.17 1.27 0.83 at 15.00 ft = at 15.00 ft = at 15.00 ft = Red % NonRLL StorLL RoofLL RfRed % 25.3 0.00 0.00 25.3 0.51 0.00 25.3 25.3 25.3 25.3 25.3 25.3 25.3 25.3 25.3 25.3 25.3 0.00 0.00 1.01 0.00 2.02 0.00 1.01 0.00 0.00 1.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SHEAR: Max V DL +LL (kips) = 35.15 fv (ksi) = 3.94 Fv = 18.81 Lb Cb Tension Flange ft fb Fb 2.5 1.02 30.51 33.00 2.5 1.02 30.51 33.00 Left 28.05 7.11 35.15 -0.925 -0.261 -1.187 Right 25.76 7.15 32.91 L/D = L/D = L/D = 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 389 1378 303 Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Snow Comp Flange fb Fb 30.51 33.00 iUui u V v. v Vlctv.Ly UCcM LJC�ll�ll NELSON- BOURDAGES DataBase: ROOF Building Code: UBC2 Floor Type: ROOF SPAN INFORMATION (ft): I -End (91.58,45.50), J -End (126.58,45.50) Beam Size (User Selected) = W24X76 Fy = 50.0 ksi Total Beam Length (ft) = 35.00 POINT LOADS (kips): Dist DL CDL RedLL Red % NonRLL StorLL RoofLL RfRed % 5.00 4.02 4.02 2.87 31.5 0.00 0.00 0.00 Snow 10.00 1.25 1.25 0.89 31.5 0.00 0.00 0.00 Snow 10.00 2.36 2.36 1.40 31.5 0.51 0.00 0.00 Snow 12.50 1.07 1.07 0.77 31.5 0.00 0.00 0.00 Snow 15.00 2.36 2.36 1.40 31.5 0.51 0.00 0.00 Snow 18.50 1.74 1.74 1.24 31.5 0.00 0.00 0.00 Snow 20.00 2.36 2.36 1.40 31.5 0.51 0.00 0.00 Snow 25.00 1.96 1.25 0.89 31.5 0.00 0.00 0.00 Snow 25.00 2.36 2.36 1.12 31.5 1.02 0.00 0.00 Snow 30.00 2.36 2.36 1.40 31.5 0.51 0.00 0.00 Snow LINE LOADS: (k /ft) Dist1 Dist2 DL1 25.00 35.00 0.075 12.50 18.50 0.018 25.00 35.00 0.018 SHEAR: Max V DL +LL (kips) = 17.98 fv (ksi) = 1.71 Fv = 20.00 MOMENTS: Span Cond Moment kip -ft ft Center Max + 179.9 18.5 Controlling 179.9 18.5 REACTIONS (kips): Left DL reaction 11.66 Max + LL reaction 6.32 Max + total reaction 17.98 DEFLECTIONS: Dead load (in) Live load (in) Total load (in) 09/20/.99 14:58:20 Steel Code: ASD 9th Ed. Beam Number = 90 DL2 CDL1 CDL2 LL1 0.075 0.000 0.000 0.000 0.018 0.018 0.018 0.013 0.018 0.018 0.018 0.013 at 17.50 ft = at 17.50 ft = at 17.50 ft = Lb Cb Tension Flange ft fb Fb 3.5 1.01 12.27 33.00 3.5 1.01 12.27 33.00 -0.417 -0.231 -0.648 Right 11.22 6.05 17.27 L/D = 1006 L/D = 1819 L/D = 648 LL2 RedTypE 0.000 0.0 %R 0.013 31.5 %R 0.013 31.5%R Comp Flange fb Fb 12.27 33.00 NELSON - BOURDAGES DataBase: ROOF Building Code: UBC2 Floor Type: ROOF SPAN INFORMATION (ft): I -End (126.58,45.50), J -End (156.58,45.50) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 POINT LOADS (kips): Dist DL CDL RedLL 5.00 2.36 2.36 1.27 10.00 1.71 1.00 0.71 10.00 2.36 2.36 1.27 15.00 1.66 1.66 1.19 15.00 2.36 2.36 1.27 20.00 1.32 1.32 0.94 20.00 2.36 2.36 1.27 22.92 2.92 2.24 0.68 25.00 2.36 2.36 1.27 26.67 5.45 3.93 0.72 LINE LOADS: (k /ft) Distl Dist2 DL1 DL2 0.00 10.00 0.075 0.075 0.00 10.00 0.018 0.018 SHEAR: Max V DL +LL (kips) = 22.45 fv (ksi) = 2.52 Fv = 18.81 MOMENTS: Span Cond Moment kip -ft ft Center Max + 163.7 15.0 Controlling 163.7 15.0 REACTIONS (kips): Left DL reaction 10.38 Max + LL reaction 6.33 Max + total reaction 16.71 DEFLECTIONS: Dead load (in) Live load (in) Total load (in) 09/20/99 14:58:20 Steel Code: ASD 9th Ed. Beam Number = 125 at 15.30 ft = at 15.30 ft = at 15.30 ft = Red % NonRLL StorLL RoofLL RfRed % 22.3 1.01 0.00 0.00 Snow 22.3 0.00 0.00 0.00 Snow 22.3 1.01 22.3 0.00 22.3 1.01 22.3 0.00 22.3 1.01 22.3 0.00 22.3 1.01 22.3 0.00 CDL1 CDL2 0.000 0.000 0.018 0.018 -0.423 -0.246 -0.669 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 Right 15.41 7.04 22.45 LL1 0.000 0.013 Lb Cb Tension Flange ft fb Fb 5.0 1.03 17.24 33.00 5.0 1.03 17.24 33.00 L/D = L/D = L/D = 851 1464 538 Snow Snow Snow Snow Snow Snow Snow Snow LL2 RedType 0.000 0.0 %R 0.013 22.3 %R Comp Flange fb Fb 17.24 33.00 L�Cf1 0LGC1 vv.0 ULcV1.l.y DCd1Ll 1JC51C�11 ' NELSON - BOURDAGES DataBase: ROOF Building Code: UBC2 Floor Type: ROOF 09/20 /99 14:58:20 Steel Code: ASD 9th Ed. Beam Number = 154 SPAN INFORMATION (ft): I -End (156.58,45.50), J -End (186.58,45.50) Beam Size (User Selected) = W24X55 Fy = 50.0 ksi Total Beam Length (ft) = 30.00 POINT LOADS (kips): Dist DL CDL RedLL Red % NonRLL StorLL RoofLL RfRed % 2.82 1.33 0.95 0.16 24.4 0.00 0.00 0.00 Snow 5.00 2.36 2.36 1.27 24.4 1.01 0.00 0.00 Snow 5.63 6.87 4.96 0.93 24.4 0.00 0.00 0.00 Snow 10.00 2.36 2.36 1.27 24.4 1.01 0.00 0.00 Snow 10.15 8.21 5.91 1.07 24.4 0.00 0.00 0.00 Snow 14.67 8.20 5.91 1.07 24.4 0.00 0.00 0.00 Snow 15.00 2.36 2.36 1.27 24.4 1.01 0.00 0.00 Snow 19.19 8.20 5.91 1.07 24.4 0.00 0.00 0.00 Snow 20.00 2.36 2.36 0.85 24.4 2.02 0.00 0.00 Snow 23.71 7.16 5.17 0.97 24.4 0.00 0.00 0.00 Snow 25.00 2.36 2.36 1.27 24.4 1.01 0.00 0.00 Snow 26.94 1.49 1.06 0.18 24.4 0.00 0.00 0.00 Snow SHEAR: Max V DL +LL (kips) = 34.16 fv (ksi) = 3.83 Fv = 18.81 MOMENTS: Span Cond Moment kip -ft ft Center Max + 312.7 14.7 Controlling 312.7 14.7 REACTIONS (kips): DL reaction Max + LL reaction Max + total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) at 15.00 ft = at 15.00 ft = at 15.00 ft = Lb Cb ft 4.5 1.05 4.5 1.05 Left 26.92 7.24 34.16 -0.993 -0.271 -1.264 Tension Flange fb Fb 32.91 33.00 32.91 33.00 Right 26.35 7.41 33.76 L/D = L/D = .L /D = 363 1327 285 Comp Flange fb Fb 32.91 33.00 NELSON- BOURD Consulting Engineers a Division ofPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Madeby 1.--• .e L04 Nif 1 Job No. (n Checked b Date Sheet No. �+4f�•... -� ..1 Description o _x I` . Job Name pee/14,14.,. v( 1 /1,471/ 0j v41,4- l .-vti vi !, ) Q,' � N II • 17s-F r' ■2 VJ!Ny?, 01 AA; r -I i� rg'W-rr.s ll kAA I. ' /3 I l5 t/ II x i�-� x (1'4 _71 p4" ►mow 8)( tic ! .1, ivknu >c ry,. I t y 3 W lb � 's , f,. •� y� ( • ,4 40 ,4/7, ,, r 4' Kq s •- _ 16 --(q- RAM Steel V6.0 Floor Map DataBase: bldg -b -rev Building Code: UBC2 Floor Type: ROOF A L4 pi 09/07/99 15:26:44 0 ViiMa 14 R isrov-r/ek 43. g490 frr --cor orcoak, brvr (-)if `C - 1 - - G 1e-v LZ70Y¢ / j Q° () -54-42 ?.a-Q -f Y i'e. . ✓saps NELSON- BO UItWAGES, INC., A.S. Commit/11R Gytioeen Made By: LCC Date 9/13/99 Job No.: 99055 Checked by Date: Sheet No.: 512 6111 Street South, Sule 202 Kirkland, WA 86034 (425) 827.5995 Fex (425) 828.4950 Deoctipt)on: ANGLE SECTION Job Nome: PACIFIC VIEW/BLDO B BAR JOIST/ROOF J66.24K6 SECTIONAL PROPERTIES OF AN ELASTIC ANGLE ROO d (In) A 1 0.76 0,44 0.0155 0.876 0,80 0,0288 1 0.79 0.0491 ROD d (In) A t 0.626 0.31 0.0075 0.5626 0.25 0.0049 0.69376 0.28 0,0081 J64 -16K4 SECTIONAL PROPERTIES OF AN ELASTIC ANGLE ROD d (In) A 1 0.5121 0.25 0.0049 0.8176 0.37 0.011 0.76 0.44 0.0155 SAR,IOIST -RF TOP Bf (In) Tf (In) DOUBLE r (In) A (Ina) Ix (1n4) S_bott (In3) S top (In3) ANGLE 2 0.163 ANGLES 0.621 1.251 0.482 0.335 0.880 ITEM Al YI ArYI eI■YI -Ybar Arei "2 II II+Are4^2 S_bott (In3) S_top (In3) LEG A/ 0.33 1 0.33 0.44 0.06 0.109 0.1717 LEG41 0.30 0.082 0.02 -0.48 0.07 0.001 0.0693 TOTAL 0.63 0.58 0.35 0 0.13 0.109 0.2410 0.16739 0.4302 BOTTOM Bf (In) TV (In) DOUBLE r (In) A (1n2) Ix (1n4) S_bott (1n3) S_top (In3) ANGLE 2 0.142 ANGLES 0.824 1.096 0.425 0.296 0.771 ITEM Al Yt Aryl eraYI -Ybar Arel ^2 11 II +Are) ^2 S_bott (In3) S_top (In3) LEO -V 0.28 1 0.28 0.45 0.08 0.095 0.1515 LEG.H 0.28 0.071 0.02 -0.48 0.08 0.000 0.0818 TOTAL 0.55 0.55 0.30 0 0.12 0.095 0.2132 0.14728 0.3857 J66.14K3 SECTIONAL PROPERTIES OF AN ELASTIC ANGLE TOP Bf (In) Tf (In) DOUBLE r (In) A (In2) Ix ()n4) S_bott (In3) S_top (In3) ANGLE 1.5 0.109 ANGLES 0.487 0.630 0.138 0.127 0.332 ITEM Al YI ArYI el.YI -Ybar Arei "2 11 II +Are( "2 S bolt (1n3) S_top (In3) LEON 0,18 0.75 0.12 0.33 0.02 0.031 0.0490 LEG.1 0.15 0.055 0.01 -0.38 0.02 0.000 0.0199 TOTAL 0,32 0.42 0,13 0 0.04 0.031 0.0689 0.06349 0.1559 BOTTOM Bf (In) Tf (In) DOUBLE r (In) A (In2) Ix (In4) S botl (In3) Stop (In3) ANGLE 1 0.109 ANGLES 0.307 0.412 0.039 0.055 0.134 ITEM Al YI ArY1 et■YI -Ybar Are1 "2 11 11+Arel "2 S_bott 03) Stop (1n3) LEON 0.11 0.5 0.05 0.21 0.00 0.009 0.0139 LEG.1t 0.10 0.055 0.01 -0.24 0.01 0,000 0.0055 TOTAL 0.21 0.29 0.08 0 0.01 0,009 0.0194 0.02729 0.0561 TOP Bf (In) Tf (In) DOUBLE r (In) A (In2) Ix (IM) 8_bott (1n3) S top (In3) ANGLE 1.5 0.137 ANGLES 0.483 0.781 0.188 0.167 0.396 ITEM Al YI ArYI eI■YI -Ybar Arel "2 II II+APeI "2 S_bott (In3) S_top (1n3) LEG-V 021 0.75 0.15 0.32 0.02 0.039 0,0602 LEG-H 0.19 0.069 0.01 -0.36 0.02 0.000 0.0241 TOTAL 0.39 0.43 0.17 0 0.05 0.039 0.0843 0.07842 0.1980 BOTTOM 131 (In) Tf (In) DOUBLE r (In) A (In2) Ix (in4) S_bott (1n3) S top (In3) ANGLE 1.5 0.109 ANGLES 0.467 0.130 0.131 0.127 0.332 ITEM AI YI ArYi et•Y14bar Arei "2 H II+Arei ^2 S_bott (In3) S_top ((n3) LE041 0.16 0.75 0,12 0.33 0,02 0,031 0.0490 LEO41 0.15 0.055 0.01 .0.38 0.02 0.000 0.0199 TOTAL 0.32 0.42 0.13 0 0,04 0.031 0.0889 046349 0.1868 Page 1 15 -2 RETAKE OF PREVIOUS DOCUMENT RAM Steel V6.0 Floor Map DataBase: bldg -b -rev Building Code: UBC2 Floor Type: ROOF ip lg 09/07/99 15:26:44 fr „, t , A m . Grf-tt. 13P-occE ‹A . vel-g4 y ep goini - (4-3 Ivry C oer -3D L27001-kr I 31,4,1WI 414.Q 91/et 104.431tA5Irg (+ — ktv Lzx,ij4 NELSON BOURDAGES, INC., P.S. Consulting Engineers Made Sy: LCC Dab: 9113/99 Job No.: 99055 Checked by Date: Sheet No.: 512 61h Street South. Sucre 202 KIddend. WA 98034 (425) 827.5995 Fax (425) 528 -4850 Description: ANGLE SECTION Job Name: PACIFIC VIEW/BLDG B BAR JOIST/ROOF ROD d (In) A 0.76 0.44 0.0155 0.876 0.60 0.0288 1 0.79 0.0491 ROD d (In) A 0.628 0.31 0.0075 0.5026 0.25 0.0049 0.59376 0.28 0.0061 ROD d (In) A 1 0.5121 0.25 0.0049 0.5976 0.37 0.011 0.75 0.44 0.0155 BAR - JOIST -RF J56.24K6 SECTIONAL PROPERTIES OF AN ELASTIC ANGLE TOP Bf (In) T1 (In) DOUBLE r (In) A (In2) Ix (1n4) S_bott (In3) S top (1n3) ANGLE 2 0.163 ANGLES 0.621 1.261 0.482 0.336 0.880 ITEM Al YI APYI eieYi -Ybar Arel "2 II II+Are1"2 S_bott 03) S_top (In3) LEO -V 0.33 1 0.33 0.44 0.06 0.109 0.1717 LEG-11 0.30 0.082 0.02 -0.48 0.07 0.001 0.0693 TOTAL 0.63 0.56 0.35 0 0.13 0.109 0.2410 0.16738 0.4.302 BOTTOM Bf (in) Tf (In) DOUBLE r (In) A (In2) Ix (1n4) S_bott (In3) Stop (In3) ANGLE 2 0.142 ANGLES 0.624 1.096 0.426 0.286 0.771 ITEM Al YI ArYi e1eYI -Mbar Are1^2 II II +Ai ei "2 S_bott (In3) S_top (In3) LEO -V 0,28 1 0.28 0.45 0.06 0.095 0.1515 LEON 0.28 0.071 0.02 - 0.48 0.08 0,000 0.0818 TOTAL 0.55 0.55 0.30 0 0.12 0.095 0.2132 0.14726 0.3867 J56 -1413 SECTIONAL PROPERTIES OF AN ELASTIC ANGLE TOP Bf (In) Tf (In) DOUBLE r (in) A (In2) Ix (1n4) S_bott (1n3) S_top (1n3) ANGLE 1.5 0.109 ANGLES 0.487 0.630 0.138 0.127 0.332 ITEM Al YI ArYI of •YI -Ybar Axe1"2 li II +Ares "2 S_bott (In3) S_top (In3) LEG•V 0.16 0.75 0.12 0.33 0.02 0.031 0.0490 LEG.H 0.15 0.055 0.01 -0.38 0.02 0.000 0.0199 TOTAL. 0.32 0.42 0,13 0 0.04 0.031 0.0889 0.06349 0.1658 BOTTOM Bf (In) Tf (in) DOUBLE r (In) A (1n2) Ix (In4) S_bott (In3) Stop (In3) ANGLE 1 0.109 ANGLES 0.307 0.412 0.039 0.066 0.134 ITEM Al YI Aril ei.Yl -Ybar Area "2 11 II +Are1 "2 S bolt (1n3) S_top (1n3) LE3-V 0.11 0.5 0.05 0.21 0.00 0.009 0.0139 LEG.H 0.10 0.055 0,01 -0.24 0.01 0.000 0.0055 TOTAL 0.21 0.29 0.06 0 0.01 0.009 0.0194 0.02729 0.0888 J54-16K4 SECTIONAL PROPERTIES OF AN ELASTIC ANGLE TOP Bf (In) Tf (In) DOUBLE r (In) A (In2) Ix (1n4) S_bott (in3) S_top (In3) ANGLE 1.5 0.137 ANGLES 0.483 0.784 0.181 0.167 0.389 ITEM Al YI AIVI ei=Y1 -Ybar Arel "2 II IMAre( "2 S_bott (1n3) S_top (1n3) LEG•V 021 0.75 0.15 0.32 042 0.039 0.0602 LEO.H 0.19 0.089 0.01 -0.36 0.02 0.000 0.0241 TOTAL 0.39 0.43 0.17 0 0.05 0.039 0.0843 0.07942 0.1980 BOTTOM Bf (In) Tf (In) DOUBLE r (In) A (In2) Ix (1n4) S_bott (In3) S top (1n3) ANGLE 1.5 0.109 ANGLES 0.487 0.630 0.138 0.127 0.332 ITEM Al YI AIYI el■YI-Ybar Are1 "2 11 Il+Arel "2 S_bott (In3) S_top (In3) LEG-V 0.16 0.75 0.12 0.33 0.02 0.031 0.0490 LEG.H 0.15 0.055 0.01 -0.36 0.02 0.000 0.0199 TOTAL 0.32 0.42 0.13 0 0.04 0.031 0.0089 0.06349 0.1668 Pape 1 NELSON - BOURDAGES, INC., P.S. Consulting Engineers Made By: LCC Date: 9/7/99 Job No.: 99055 Checked by: Date: Sheet No.: 512 0th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax (425) 828 -4850 Description: TRUSS RETROFITTING Job Name: PACIFIC VIEW/BLDG B J56 -24K6 TOP CHORD IN COMPRESSION SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KL/r= Cc= KL/rICc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) TOP ANGLE ITEM LEG -V LEG -H ROD TOTAL Bf (in) 2 Al 0.33 0.30 0.00 0.63 Tf (in) 0.163 VI 1 0.082 0.163 0.56 BOTTOM CHORD IN TENSION SECTION AREA A (in2)= YIELD STRENGTH Fy (ksl)= ALLOWABLE LOAD Pt (kips) 1.251 0.482 2 0.621 50 25.13 107.0 0.235 27.73 34.69 ROD d (in) 0 Al *Yi 0.33 0.02 0.00 0.35 DOUBLE A ()n2) ANGLES 1.251 ei =Yi -Ybar AV e1^2 0.44 0.06 -0.48 0.07 -0.40 0.00 0 0.13 SECTIONAL MODULUS S(in3)= BENDING MOMENT M (k -ft)= BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD P (kips)= STRESS COMBINATION Cm= EULER'S COMPRE. Pe (kips)= STRESS COMBINATION SECTIONAL PROPERTIES OF AN ELASTIC ANGLE WITH ROD AT LEG 1.096 SECTIONAL MODULUS S(In3)= 50 BENDING MOMENT M (k -ft)= 32.87 BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD Pt (kips)= STRESS COMBINATION SECTIONAL PROPERTIES OF AN ELASTIC ANGLE WITH ROD AT LEG BOTTOM Bf (in) Tf (In) ROD d (In) DOUBLE A (In2) Ix (1n4) 0 ANGLES 1.096 0.426 Ai *Yi ei= Yi -Ybar Ai•ei ^2 Ii Ii +AI"ei ^2 0.28 0.45 0.06 0.095 0.1515 0.02 -0.48 0.06 0.000 0.0616 0.00 -0.41 0.00 0.000 0.0000 0.30 0 0.12 0.095 0.2132 ANGLE 2 0.142 ITEM Al YI LEG -V 0.28 1 LEG-H 0.26 0.071 ROD 0.00 0.142 TOTAL 0.55 0.55 0.860 0.08 1.12 30 17.62 0.545 1 295.8 0.547 Ix (1n4) S_bott (in3) Stop (1n3) 0.482 0.335 0.860 II I1+AI"ei ^2 S_bott (1n3) S_top (1n3) 0.109 0.1717 0.001 0.0693 0.000 0.0000 0.109 0.2410 0.167 0.430 S_bott (In3) S_top (In3) 0.295 0.771 S_bott (in3) S_top (1n3) TS -3 pt[ 0.771 0.12 1.87 30 17.66 0.599 0.147 0.386 but NELSON - BOURDAGES, INC., P.S. Consulting Engineers Made By: LCC Date: 9/7/99 Job No.: 99065 Checked by: Date: Sheet No.: 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax (425) 828 -4850 Description: JOIST RETROFITTING Job Name: PACIFIC VIEW /BLDG B J56 -24K6 ORIGINAL SECTION TOP CHORD IN COMPRESSION, LL2X0.163 SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) 1.251 0.482 2 0.621 50 38.66 107.0 0.361 26.02 32.55 BOTTOM CHORD IN TENSION, LL2X0.142 SECTION AREA A (in2)= 1.096 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 32.88 7 (7 , 6/6' . DIAG. MEMBER IN COMPRESSION, SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) 1 "D ROD 0.79 0.0491 2.3854 0.249 50 114.82 107.0 1.073 11.33 8.95 7 I 4 DIAG. MEMBER IN TENSION, 1 "D ROD SECTION AREA A (in2)= 0.79 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 23.70 71, x ''` 91( Z DIAG. MEMBER IN COMPRESSION, 7/8 "D ROD SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) 0.6 0.0288 2.3854 0.219 50 130.65 107.0 1.221 8.75 5.25 DIAG. MEMBER IN TENSION, 7/8 "D ROD SECTION AREA A (in2)= 0.6 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 18.00 7 34x St< TS -it NELSON- BOURD1IGES Consulting Engineers a Division ofPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by �.�te Job No. cle Checked by - Date Sheet No. j- Description D a.•�r _ � Job Name .7117 1 1' ryr'`"�. a ; 7T)6 t2 2/(4 io 4 l siC "Iv slib u Vol vp- -1 db:,re' ) 1)61 OT �A A,.G canammen Project: PACIFIC VIEW J99044 JOIST CALCULATION ACCORDING TO SJI CODE rk J56 (SHORT SPAN, Symmetrical, Parallel, Free ends) a 0 oo CV 00 iY ' 9 4 4 4 4 4 N N N N cV N 1.1 Z 1.2 3 L3 4 L4 I 13 .4 L6 7 2.1 , 2 4 0 M e: Components numbers 2.2 2.3 18 2 . 4 E 'vt tr o. 'AL LOAD ...: 499.25 lb /ft oo O Project: PACIFIC VIEW J99044 03/19/99 -. 10:12:32 co co tn 4 fV co 1.7 p 1.8 LOADING CONDITIONS DETAIL DEFLECTION .owed deflection under live load = 1.34 in (L/ 240) .culated deflection under service live load = 0.90 in (L/ 355) .st inertia = 306.86 in ^4 wired camber = 0.34 in sped angle at left • L 2 x .156 26.00 in 4 N ", 'O 4 N 1.9 k 1.10 2.5 V0 2.6 sl 2.7 i 2.8 7.3 2.9 x 2.10 2.11 ' 2.12 00 CT 00 N Mark: J56 00 '9 4 N tV t/ LT V3 ( THE SHOWN VALUES ARE REAL ) 24K6 LIVE LOAD : 434.21 lb /ft CONCENTRATED LOADS 4 iV . 1 :9 c'7'1, t�� N 00 N 1.12 tµ iV 1.13 /S -6 kr lr "s• 2 Sp Side Total load Live load Net uplift Positiol;, Spacing Cat. Chord Incl. Cmp [kips] [kips] [kips] [ft] (ft) 0 -6 1/2 [deg] 1 Near 4.50 4.50 0.00 6' -1 1/2 "* 6' -1 1/2" 0 1 90 0 Bridg.: 0 TCXL: 0'2 Type: 21 TCXR: Type: 0 • 0'2 1/2 BLL: 0'4 . BDR: 0'2 1/2 BLR: 0'4 Tag: 1 Left CL Type: 0 Dim: BCXR Type: 0 Dim: )e L...: 0 Type R: 0 SL: SR: )e L...: 0 Type R: 0 HL: HR: canams.e! a= = =sae = = = =___________ = = = = == =sae COMBINATION NO: 1. ( J56X ) == s:= = = = = = = = =s: = = =sa = = = = =__ =________ TOTAL LOAD ...: 0.00 lb /ft No Tension Compres, Project: PACIFIC VIEW J99044 03/19/99 10:12:32 LOADING CONDITIONS ( THE SHOWN VALUES ARE REAL ) 24KSP0/0 CONCENTRATED LOADS DEFLECTION F O R C E S I N M E M B E R S [kips] Top chord 1.1 6.21 -17.01 LL 2 X .163 z 72 0.908 2' -6 5/B" 1.2 6.21 -16.44 do z 61 0.870 2' -0" 1.3 10.17 -25.11 do z 61 0.922 do 1.4 10.18 -28.78 x do yy 31 0.924 do 1.5 9.13 -30.35 x do yy 32 0.974 do 1.6 8.08 -30.87 x do yy 32 0.991 do 1.7 7.03 -30.34 x do yy 32 0.974 do 1.8 5.98 -28.77 x do yy 32 0.923 do 1.9 4.93 -26.15 do z 61 0.961 do 1.10 3.88 -22.48 do z 61 0.826 do 1.11 2.83 -17.77 do z 61 0.653 do 1.12 1.78 -12.01 do z 61 0.739 2' -0" 1.13 1.78 -12.58 LL 2 X .163 z 72 0.739 2' -6 5/8" Bottom Chord 2.1 0.00 0.00 LL 2 X .142 z 102 0.587 3' -6 5/8" 2.2 20.89 -8.04 do z 61 0.868 2' -0" 2.3 27.74 -10.71 do z 61 0.868 do 2.4 29.83 -9.66 do z 61 0.907 do 2.5 30.87 -8.60 do z 61 0.939 do 2.6 30.87 -7.55 do z 61 0.939 do 2.7 29.82 -6.50 do z 61 0.907 do 2.8 27.72 -5.45 do z 61 0.843 do 2.9 24.58 -4.40 do z 61 0.779 do 2.10 20.39 -3.35 do z 61 0.690 do 2.11 15.15 -2.30 do z 61 0.573 2' -0" 2.12 0.00 0.00 LL 2 X .142 z 102 0.425 3' -6 5/8" End Diagonal 3.1 18.84 -6.88 RD I" (64) z 185 0.889 3' -11 1/8" 3.1 r L 2 x .156 2' -2" 3.2 13.93 -1.97 RD I" (64) z 185 0.657 3' -11 1/8" Mark: J56 LIVE LOAD ..: 0.00 lb /ft No Sp Side Total load Live load Net uplift Position Spacing Cat. Chord Incl. Cmp (kips] (kips] (kips) (ft] (ft] 0 -6 1/2 (deg] 1 1 Near -4.50 -4.50 0.00 6' -1 1/2 "* 6' -1 1/2" 0 1 90 0 Allowed deflection under live load = 1.34 in (L/ 240) n= =sae = = = =__ = = = = === = = == == =sass= = == = = = = =_= End Combination(s) ====== == = = ===n= = =a =a = = == = = = =________: (THE SHOWN FORCES ARE REALS) (MO (Fy = 50 Ksi U /N) (Eff. depth = 22.89 in) Left Reaction = 10.18/ -3.50 kips Right Reaction = 7.68/ -1.00 kips REQUIRED MATERIAL REQUIRED WELD x = tied at mid - length Siend. Util. Length Eff.Throat- Ea.Side Remarks .230 - 2" .230 - 1 1/2" o Tension Compres. ximum spacing between rows of bridging @ Top Chord: 13' -6 3/4" @ Bottom Chord: 22' -4 1/4" SITION @ Top Chord 9' -0 3/8" 18' -0 7/8" Projets no.: J99044 canamsoreec, 321 ( 54.99) / 345 ( 59.66) Project: PACIFIC VIEW J99044 03/19/99 . 10:12:32 F O R C E S IN MEMBERS (Cont.) [kips] REQUIRED MATERIAL REQUIRED WELD x = tied at mid - length Slend. Util. Length Eff.Throat - Ea.Side Remarks gonal Towards End 1 8.38 -3.91 RD 7/8 (56) z 118 0.607 2' -2 7/8" .215 - 1" 2 2.85 0.00 RD 7/8 (56) z 118 0.158 do .215 - 0 7/8" 3 2.85 0.00 RD 3/4 (48) z 138 0.215 do .200 - 0 3/4" 4 2.85 0.00 do z 138 0.215 do do 5 1.12 -2.85 do z 138 0.819 do do 6 2.85 -1.12 do z 138 0.322 do do 7 2.85 -1.12 do z 138 0.322 do do 8 3.35 -1.12 RD 3/4 (48) z 138 0.322 do .200 - 0 3/4" 9 4.47 -1.12 RD 7/8 (56) z 118 0.248 do .215 - 0 7/8" 10 5.58 -1.12 RD 7/8 (56) z 118 0.309 2' -2 7/8" .215 - 0 7/8" gonal Towards Center 1 3.91 -9.49 RD 1" (64) z 103 0.868 2' -2 7/8" .230 - 1" 2 0.00 -3.34 RD 7/8 (56) z 118 0.519 do .215 - 0 7/8" 3 0.00 -2.85 RD 7/8 (56) z 118 0.441 do .215 - 0 7/8" 4 0,00 -2.85 RD 3/4 (48) z 138 0.819 do .200 - 0 3/4" 5 0.00 -2.85 do z 138 0.819 do do 6 1.12 -2.85 do z 138 0.819 do do 7 1.12 -3.35 RD 3/4 (48) z 138 0.964 do .200 - 0 3/4" 8 1.12 -4.47 RD 7/8 (56) z 118 0.693 do .215 - 0 7/8" 9 1.12 -5.58 RD 7/8 (56) z 118 0.866 do .215 0 7/8" 10 1.12 -6.70 RD 1" (64) z 103 0.613 2' -2 7/8" .230 0 7/8" ondary Web Member 1 0.00 -1.31 RD 1" (64) z 103 0.120 2' -2 7/8" .230 - 0 7/8" 2 0.00 -1.29 RD 1" (64) z 103 0.118 2' -2 7/8" .230 - 0 7/8" BRIDGING __> 2 Row(s) Minimum 2 Row(s) Minimum @ Bottom Chord 9' -0 3/8" 18' -0 7/8" Designer: Pam Harvey Shop: Canam 8unnyside (Production) Mark: J56 Laterals supports Deck (36 ") Acc. to the code Drication code unless noted -LL a 2 angles short legs back to back, HL a 2 angles welded in box, HR a Round bar -U ■ 1 U profile, VU a 2 U profiles one inside the other, -CL a Crimped angle s welding length of web members in calculated according to non continuous joints. is shorter for continuous joints. v3.6 JS - d' ICENTRATED LOADS (• indicates that the conc. load is not directly on the panel point.) ins 1 - Main Joist, 2 a Left Extension, 3 a Right Extension le: Near Side, Far side (if the aide Far in not present, the side Near is not applicable) Einition of the categories (Cat.) 0 0 6: 0 a transfered by an additional member 1 a within a panel with no reinforcement 2 e anywhere within a panel 3 o at any panel point along the joist 4 a anywhere along the joist 5 a transferred by an additional member and lateral support 6 a within a panel with no reinforcement and lateral support ords 1 a Top, 2 - Bottom olination (Incl.): 90 . Vertical, 0 a Horizontal Composite (cwp): 0 u standard, 1 - non - composite KlSA -6U (R) Version 4.01 Nelson - Bourdages Inc. P.S. 512 6th Street South,( uite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Units US Standard Steel Code AISC 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation Yes No. of Sections for Member Calcs 5 Do Redesign Yes P -Delta Analysis Tolerance 0.50% Joint No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Joint + No 1 15 X Coordinate ft 0.000 2.552 4.552 6.552 8.552 10.552 12.552 14.552 16.552 18.552 20.552 21.552 22.552 24.552 27.100 3.552 5.552 7.552 9.552 11.552 13.552 15.552 17.552 19.552 21.552 23.552 Translation X K /in Fixed < Joint Y Coordinate ft 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -1.910 -1.910 -1.910 -1.910 -1.910 -1.910 -1.910 -1.910 -1.910 -1.910 -1.910 Coordinates > Joint Temperature °F < Boundary Conditions > + Y Rotation K /in K- ft /rad Reaction Reaction 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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job : 99055 Page: 1 Date: 9/07/99 File: 24K6 ' Nelson - Bourdages Inc.,•P.S. 512 6th Street South,( rite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Material Label STL Section Label L2T L2B D78 D34 D1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 25 1 2 3 3 4 4 Young's Modulus Ksi 29000.00 Database Material Shape Label < Members > Memb Joints Rotate Section Releases No. I J 90° Set I:AVM J:AVM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 20 21 22 23 24 25 26 16 16 16 17 17 18 L2T L2T L2T L2T L2T L2T L2T L2T L2T L2T L2T L2T L2T L2T L2B L2B L2B L2B L2B L2B L2B L2B L2B L2B D1 D1 D1 D78 D78 D78 STL STL STL STL STL < Materials (General) > Shear Poisson's Thermal Modulus Ratio Coef. Ksi 10"5 °F - 11154.00 0.3000 0.65000 < Sections > As As I Area 0,2 1,3 1,3 in in 1.25 1.2 1.2 2.83e -1 1.10 1.2 1.2 1.69e -1 0.70 1.2 1.2 1.00 0.40 1.2 1.2 1.00 0.79 1.2 1.2 1.00 PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN Offsets I -End J -End in in Job : 99055 Page: 2 1S -lA Date: 9/07/99 File: 24K6 Weight Density K /ft3 0.490 I T 0,2 C in 1.00 1.00 1.00 1.00 1.00 Inactive? Label Yield Stress Ksi 36.00 Length ft - - -- 2.55 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 2.00 2.55 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 4.03 2.16 2.16 2.16 2.16 2.16 Nelson- Bourdages Inc., P.S. 512 6th Street South,( rite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 < Members > Memb Joints Rotate Section Releases No. I J 90° Set I:AVM J:AVM 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 5 5 6 6 7 7 8 8 9 9 10 10 11 11 13 13 14 15 12 Section Length Member Set 1 L2T 2 L2T 3 L2T 4 L2T 5 L2T 6 L2T 7 L2T 8 L2T 9 L2T 10 L2T 11 L2T 12 L2T 13 L2T 14 L2T 15 L2B 16 L2B 17 L2B 18 L2B 19 L2B 20 L2B 21 L2B 22 L2B 18 19 19 20 20 21 21 22 22 23 23 24 24 25 25 26 26 26 25 ft 2.55 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 2.00 2.55 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 D78 D34 D34 D34 D34 D34 D34 D34 D34 D34 D34 D78 D78 D78 D78 D1 D1 D1 L2T 1.1.1W64, c.0 ktl.) Vv...v +S* a. v.1. PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN Offsets I -End J -End in in < AISC,NDS Parameters > Lb -out Lb -in Lcomp K K le -out le -in le -bend out in ft ft ft Job : 99055 Page: 3 Date: 9/07/99 File: 24K6 Inactive? Label Length ft---- 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 2.16 4.03 1.91 Cm Cb,B Sway CH o i RISA -2D (R) Version 4.01 Nelson- Bourdages Inc. P.S. 512 6th Street South,k_aite 202 , Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Section Length Member Set ft 23 L2B 2.00 24 L2B 2.00 25 D1 4.03 26 Di 2.16 27 D1 2.16 28 D78 2.16 29 D78 2.16 30 D78 2.16 31 D78 2.16 32 D34 2.16 33 D34 2.16 34 D34 2.16 35 D34 2.16 36 D34 2.16 37 D34 2.16 38 D34 2.16 39 D34 2.16 40 D34 2.16 41 D34 2.16 42 D78 2.16 43 D78 2.16 44 D78 2.16 45 D78 2.16 46 Di 2.16 47 D1 2.16 48 D1 4.03 49 L2T 1.91 1 2 3 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member I J Label Multiplier 1 2 3 4 5 6 DEAD LIVE WIND 1 2 3 4 5 6 2 3 4 5 6 7 < AISC,NDS Parameters > Lb -out Lb -in Lcomp K K le -out le -in le -bend out in ft ft ft DEAD DEAD DEAD DEAD DEAD DEAD 2 1 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Job : 99055. Page: 4 Date: 9/07/99 File: 24K6 CH < Basic Load Case Data > BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. 14 14 Cm Cb,B Sway o i Nelson- Bourdages 512 6th Street South,( rite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Member 7 8 9 10 11 12 13 14 Joint Number 4 10 Member 1 2 3 4 5 6 7 8 9 10 11 12 13 14 7 8 9 10 11 12 13 14 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern I J Label Multiplier 8 9 10 11 12 13 14 15 < Joint Loads /Enforced Displacements, BLC Is this a Load or Direction a Displacement? ( X,Y,Mz) L L < Member Distributed Loads, BLC 2 > Joints Load Pattern Pattern I J Label Multiplier 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 3 4 5 6 7 8 9 10 11 12 13 14 15 DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE LIVE Y Y < Joint Loads /Enforced Displacements, BLC 3 > Joint Is this a Load or Direction Number a Displacement? (X,Y,Mz) 12 L Y 1.0000 1.0000 1.0000 1,0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Job : 99055. Page: 5 Date: 9/07/99 File: 24K6 Magnitude K,K- ft,in,rad -0.850 -0.850 Magnitude K, K -ft, in, rad -2.870 V -( 3 Nelson- Bourdages Inc., P.S. 512 6th Street South, Mite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Pattern Label Dir DEAD Y LIVE Y No. Description 1 DEAD +LIVE 2 0.75(DL +LL +W /2) 3 0.75(DL +LL -W /2) 4 0.75(DL +LL /2 +W) 5 0.75(DL +LL /2 -W) Joint + 1U L 2U 3U 4U L 5U 6U L 7U L 8U L 9U 10U L X in 0.000 1 0.000 1 -0.003 5 - 0.007 1 -0.006 5 -0.013 1 -0.009 5 - 0.020 1 -0.013 5 -0.030 1 -0.018 5 -0.041 1 -0.022 5 -0.052 1 -0.027 5 -0.064 1 -0.031 5 -0.075 1 - 0.034 5 -0.086 1 < Load Patterns > Magnitudes Start End K/ft,F K/ft,F -0.175 -0.175 -0.125 -0.125 < Load Combinations > RWPE BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 1 2 1 1 0.75 2 0.75 3 0.375 1 0.75 2 0.75 3 -0.38 1 0.75 2 0.375 3 0.75 1 0.75 2 0.375 3 -0.75 Dynamics Input: Number of Modes 3 Load Combination Number 1 Acceleration of Gravity 32.20 ft/sec Convergence Tolerance 0.001 Converge Work Vectors No < Envelope Displacements > Translation + lc Y lc in 0.000 5 0.000 1 -0.080 5 -0.200 1 - 0.123 5 -0.314 1 - 0.162 5 -0.418 1 -0.189 5 -0.498 1 -0.207 5 -0.556 1 -0.212 5 -0.586 1 -0.206 5 -0.586 1 - 0.187 5 -0.557 1 -0.159 5 -0.499 1 Rotation lc rad - 0.00324 5 - 0.00768 1 - 0.00200 5 - 0.00525 1 - 0.00169 5 - 0.00453 1 - 0.00141 5 - 0.00391 1 - 0.00094 5 - 0.00287 1 - 0.00049 5 - 0.00186 1 0.00003 5 - 0.00072 4 0.00060 1 0.00015 4 0.00183 1 0.00100 5 0.00294 1 0.00129 5 Job : 99055 Page: 6 Date: 9/07/99 File: 24K6 Locations Start End ft or % ft or % - -- 0.000 0.000 0.000 0.000 y y y y y Nelson - Bourdages Inc., P.S. 512 6th Street South( Suite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 < Envelope Displacements > Joint + Translation + X lc Y lc Rotation lc in in rad 11U -0.036 5 -0.125 5 0.00402 1 L -0.096 1 -0.416 1 0.00170 5 12U -0.037 5 . -0.105 5 0.00439 1 L -0.100 1 -0.366 1 0.00150 5 13U -0.037 5 -0.089 5 0.00448 1 L -0.104 1 -0.311 1 0.00125 5 14U -0.038 5 -0.055 5 0.00524 1 L -0.109 1 -0.198 1 0.00148 5 15U -0.039 5 0.000 5 0.00760 1 L -0.116 1 0.000 1 0.00226 5 16U -0.044 5 -0.101 5 - 0.00184 5 L -0.114 1 -0.255 1 - 0.00487 1 17U -0.040 5 -0.143 5 - 0.00161 5 L -0.106 1 -0.368 1 - 0.00436 1 18U -0.036 5 -0.177 5 - 0.00117 5 L -0.096 1 -0.461 1 - 0.00338 1 19U -0.031 5 -0.199 5 - 0.00072 5 L -0.084 1 -0.530 1 - 0.00238 1 20U -0.026 5 -0.211 5 - 0.00023 5 L -0.071 1 -0.574 1 - 0.00124 1 21U -0.020 5 -0.210 5 0.00028 5 L -0.058 1 -0.589 1 - 0.00029 4 22U -0.016 5 -0.198 5 0.00122 1 L -0.045 1 -0.574 1 0.00060 4 23U -0.011 5 -0.174 5 0.00241 1 L -0.032 1 -0.531 1 0.00116 5 24U -0.008 5 -0.142 5 0.00346 1 L -0.020 1 -0.460 1 0.00147 5 25U -0.005 4 -0.106 5 0.00439 1 L -0.010 1 -0.366 1 0.00150 5 26U 0.002 4 -0.072 5 0.00485 1 L -0.005 5 -0.253 1 0.00139 5 < Envelope Reactions > Joint + Forces + X lc Y lc Moment lc K K K -ft 1U NC 4.98 1 0.00 1 L 2.32 5 0.00 1 15U 0.00 1 4.85 1 0.00 1 L 0.00 1 1.00 5 0.00 1 Tot:9U 0.00 1 9.83 1 L 0.00 1 3.31 5 Job : 99055 Page: 7 Date: 9/07/99 File: 24K6 . Nelson-Bourdages Inc., P.S. 512 6th Street South( Suite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Section Memb Axial lc K 11 U 8.50 1 3.88 5 2 U 8.50 1 3.88 5 3 U 8.50 1 3.88 5 4 U 8.50 1 3.88 5 5 U 8.50 1 3.88 5 21 U L 2 U L 3 U 4 U 5 U 31 U L 2 U 3 U 4U 5 U 41 U 2 U 3 U 4 U L 5 U L 8.20 1 3.69 5 8.20 1 3.69 5 8.20 1 3.69 5 8.20 1 3.69 5 8.20 1 3.69 5 11.94 1 5.24 5 11.94 1 5.24 5 11.94 1 5.24 5 11.94 1 5.24 5 11.94 1 5.24 5 14.63 1 6.26 5 14.63 1 6.26 5 14.63 1 6.26 5 14.63 1 6.26 5 14.63 1 6.26 5 1 U 16.26 1 6.76 5 < Envelope Section Forces > Shear lc K 0.41 1 0.23 5 0.21 1 0.11 5 0.02 1 0.00 5 -0.10 4 -0.17 1 - 0.21 4 - 0.36 1 0.22 1 0.12 4 0.07 1 0.03 4 - 0.03 5 -0.08 1 - 0.12 5 - 0.23 1 -0.21 5 -0.38 1 0.37 1 0.21 5 0.22 1 0.12 5 0.07 1 0.03 5 - 0.04 4 - 0.08 1 - 0.13 4 - 0.23 1 0.27 1 0.16 4 0.12 1 0.07 4 - 0.01 5 -0.03 1 - 0.10 5 - 0.18 1 - 0.19 5 - 0.33 1 0.33 1 0.19 5 Job : 99055 Page: 8 Date: 9/07/99 File: 24K6 Moment lc K ft 0.00 1 0.00 1 - 0.11 5 -0.20 1 -0.15 5 -0.27 1 -0.23 1 0.00 5 - 0.06 1 0.00 5 - 0.06 1 -0.05 5 -0.13 1 - 0.06 5 -0.12 1 - 0.02 5 -0.04 1 0.11 1 0.06 5 0.11 1 0.06 5 -0.02 5 - 0.04 1 -0.06 5 -0.11 1 -0.05 5 -0.11 1 0.00 5 - 0.04 1 0.00 5 -0.04 1 -0.06 5 -0.13 1 -0.08 5 -0.16 1 -0.05 5 -0.10 1 0.03 1 0.01 4 0.03 1 0.01 4 Nelson - Bourdages Inc., P.S. 512 6th Street South Suite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Section Memb Axial lc K 2 U 16.26 1 L 6.76 5 3 U 16.26 1 L 6.76 5 4 U 16.26 1 L 6.76 5 5 U 16.26 1 L 6.76 5 6 1 U L 2 U L 3 U L 4 U L 5 U L 7 1 U 2 U 3 U L 4 U L 5 U L 8 1 U L 2 U L 3 U L 4 U L 5 U L 9 1 U L 2 U L 17.24 1 6.87 5 17.24 1 6.87 5 17.24 1 6.87 5 17.24 1 6.87 5 17.24 1 6.87 5 17.62 1 6.63 5 17.62 1 6.63 5 17.62 1 6.63 5 17.62 1 6.63 5 17.62 1 6.63 5 17.37 1 6.01 5 17.37 1 6.01 5 17.37 1 6.01 5 17.37 1 6.01 5 17.37 1 6.01 5 16.51 1 5.03 5 16.51 1 5.03 5 < Envelope Section Forces > Shear lc K 0.18 1 0.10 5 0.03 1 0.01 5 -0.07 4 -0.12 1 -0.16 4 -0.27 1 0.30 1 0.18 5 0.15 1 0.09 5 0.00 4 0.00 1 -0.09 4 -0.15 1 -0.18 4 -0.30 1 0.30 1 0.18 5 0.15 1 0.09 5 0.00 4 0.00 5 -0.09 4 -0.15 1 -0.18 4 -0.30 1 0.30 1 0.18 4 0.15 1 0.09 4 0.00 5 0.00 2 -0.09 5 - 0.15 1 -0.18 5 - 0.30 1 0.29 1 0.16 5 0.14 1 0.07 5 Job : 99055 Page: 9 Date: 9/07/99 File: 24K6 Moment lc K -ft - 0.05 5 -0.10 1 -0.08 5 -0.15 1 -0.06 5 -0.13 1 0.01 5 -0.03 2 0.01 5 -0.03 2 - 0.06 5 -0.14 1 -0.08 5 -0.17 1 -0.06 5 -0.14 1 0.01 5 - 0.03 4 0.01 5 -0.03 4 - OAR) b -0.14 1 -0.08 5 -0.17 1 -0.06 5 -0.14 1 0.01 5 -0.03 4 0.01 5 - 0.03 4 -0.06 5 -0.14 1 -0.08 5 -0.17 1 -0.06 5 -0.14 1 0.01 5 -0.03 4 0.01 5 -0.03 4 -0.05 5 - 0.13 1 Nelson- Bourdages Inc., P.S. 512 6th Street South( Suite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 < Envelope Section Forces > Memb Section Job : 99055. Page: 10 Date: 9/07/99 File: 24K6 Axial lc Shear lc Moment lc K K K -ft 3 U 16.51 1 0.00 4 -0.06 5 L 5.03 5 -0.02 5 -0.16 1 4 U 16.51 1 -0.09 4 -0.03 5 L 5.03 5 -0.16 1 -0.12 1 5 U 16.51 1 -0.18 4 0.05 5 L 5.03 5 -0.31 1 -0.03 4 10 1 U 14.57 1 0.31 1 0.05 5 L 3.48 5 0.16 4 -0.03 4 2 U 14.57 1 0.16 1 -0.03 5 L 3.48 5 0.07 4 -0.12 1 3 U 14.57 1 0.03 5 -0.07 5 L 3.48 5 -0.02 4 -0.16 1 4 U 14.57 1 -0.06 5 -0.07 5 L 3.48 5 -0.14 1 -0.13 1 5 U 14.57 1 -0.14 5 0.00 4 L 3.48 5 -0.29 1 -0.02 1 11 1 U 11.59 1 0.30 4 0.00 4 L 1.54 5 -0.05 5 -0.02 1 2 U 11.59 1 0.26 4 0.00 5 L 1.54 5 -0.10 5 -0.07 4 3 U 11.59 1 0.21 4 0.03 5 L 1.54 5 -0.14 5 -0.13 4 4 U 11.59 1 0.17 4 0.08 5 L 1.54 5 -0.19 5 -0.18 4 5 U 11.59 1 0.12 4 0.13 5 L 1.54 5 -0.23 5 -0.22 4 12 1 U 11.59 1 0.22 5 0.13 5 L 1.54 5 -0.23 4 -0.22 4 2 U 11.59 1 0.17 5 0.08 5 L 1.54 5 -0.28 4 -0.15 4 3 U 11.59 1 0.13 5 0.04 5 L 1.54 5 -0.32 4 -0.08 4 4 U 11.59 1 0.08 5 0.02 1 L 1.54 5 -0.37 4 0.01 4 5 U 11.59 1 0.04 5 0.11 4 L 1.54 5 -0.41 4 0.00 5 13 1 U 7.96 1 0.37 1 0.11 4 L 1.24 5 0.14 5 0.00 5 2 U 7.96 1 0.22 1 -0.01 4 L 1.24 5 0.05 5 -0.05 1 3 U 7.96 1 0.11 4 -0.05 5 L 1.24 5 -0.03 5 -0.13 1 Nelson - Bourdages Inc., P.S. 512 6th Street South( iuite 202 Kirkland, WA 98033 PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 14 1 U 2 U L 3 U L 4 U L 5 U L Section Memb Axial lc K 4 U 7.96 1 L 1.24 5 5 U 7.96 1 L 1.24 5 8.27 1 1.48 5 8.27 1 1.48 5 8.27 1 1.48 5 8.27 1 1.48 5 8.27 1 1.48 5 15 1 U -4.57 5 L -10.27 1 2 U -4.57 5 L -10.27 1 3 U -4.57 5 L -10.27 1 4 U -4.57 5 L -10.27 1 5 U -4.57 5 L -10.27 1 16 1 U -5.92 5 L -13.63 1 2 U -5.92 5 L -13.63 1 3 U -5.92 5 L -13.63 1 4 U -5.92 5 L -13.63 1 5 U -5.92 5 L -13.63 1 17 1 U -6.61 5 -15.61 1 2 U -6.61 5 L -15.61 1 3 U -6.61 5 L -15.61 1 4 U -6.61 5 L -15.61 1 < Envelope Section Forces > Shear lc K 0.02 4 -0.12 5 -0.07 4 - 0.23 1 0.36 1 0.18 4 0.17 1 0.07 4 0.03 5 -0.04 4 -0.09 5 -0.21 1 -0.20 5 - 0.40 1 0.05 0.02 0.05 0.02 0.05 0.02 0.05 0.02 0.05 0.02 1 5 1 5 1 5 1 5 3. 5 0.00 5 0.00 1 0.00 5 0.00 1 0.00 5 0.00 1 0.00 5 0.00 1 0.00 5 0.00 1 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 Job : 99055 Page: 11 Date: 9/07/99 File: 24K6 Moment lc K -ft -0.01 5 -0.13 1 0.07 5 -0.11 4 0.07 5 -0.11 4 -0.06 5 -0.22 1 -0.11 5 -0.27 1 -0.09 5 -0.19 1 0.00 1 0.00 2 0.00 1 0.00 1 -0.01 5 -0.03 1 -0.02 5 -0.05 1 -0.03 5 -0.08 1 -0.05 5 -0.10 1 -0.05 5 -0.10 1 - 0.05 5 -0.10 1 -0.04 5 -0.10 1 -0.04 5 -0.10 1 -0.04 5 -0.10 1 -0.04 5 -0.10 1 -0.04 5 -0.10 1 -0.05 5 - 0.10 1 -0.05 5 -0.10 1 Nelson - Bourdages Inc., P.S. 512 6th Street South,f Suite 202 Kirkland, WA 98033k, PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 < Envelope Section Forces > Section Memb Axial lc K 5 U -6.61 5 L -15.61 1 18 1 U L 2 U L 3 U L 4 U L 5 U L 19 1 U 2 U 3 U L 4 U L 5 U L 21 1 U 2 U 3 U L 4 U L 5 U L -6.91 5 -16.90 1 -6.91 5 -16.90 1 -6.91 5 -16.90 1 - 6.91 5 - 16.90 1 -6.91 5 - 16.90 1 -6.84 5 - 17.59 1 -6.84 5 -17.59 1 - 6.84 5 -17.59 1 -6.84 5 -17.59 1 -6.84 5 -17.59 1 20 1 U -6.41 5 L -17.66 1 2 U -6.41 5 L -17.66 1 3 U -6.41 5 L -17.66 1 4 U -6.41 5 L -17.66 1 5 U -6.41 5 L -17.66 1 -5.60 5 -17.09 1 -5.60 5 -17.09 1 -5.60 5 -17.09 1 -5.60 5 -17.09 1 -5.60 5 -17.09 1 Shear lc K 0.00 4 0.00 5 0.01 1 0.00 5 0.01 1 0.00 5 0.01 1 0.00 5 0.01 1 0.00 5 0.01 1 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 0.00 5 0.00 4 -0.01 5 0.00 4 -0.01 5 0.00 4 -0.01 5 0.00 4 -0.01 5 0.00 4 -0.01 5 Job : 99055 Page: 12 Date: 9/07/99 File: 24K6 Moment lc K -it -0.05 5 -0.10 1 -0.05 5 -0.10 1 - 0.05 5 - 0.11 1 -0.05 5 -0.11 1 -0.05 5 -0.12 1 -0.05 5 -0.12 1 -0.05 5 -0.12 1 -0.05 5 -0.12 1 -0.05 5 - 0.12 1 -0.05 5 -0.12 1 -0.05 5 -0.12 1 -0.05 5 - 0.12 1 -0.05 5 - 0.12 1 -0.05 5 - 0.12 1 - 0.05 5 -0.12 1 -0.05 5 -0.12 1 -0.05 5 -0.12 1 - 0.04 5 -0.12 1 - 0.04 5 -0.12 1 -0.04 5 -0.12 1 - 0.03. 5 -0.12 1 �S -�x Nelson - Bourdages Inc., P.S. 512 6th Street South' Suite 202 Kirkland, WA 98033k- PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Section Memb Axial lc K 22 1 U -4.45 5 L -15.92 1 2 U -4.45 5 L -15.92 1 3 U -4.45 5 L -15.92 1 4 U -4.45 5 L -15.92 1 5 U -4.45 5 L -15.92 1 23 1 U -2.54 5 L -13.21 1 2 U -2.54 5 L -13.21 1 3 U -2.54 5 L -13.21 1 4 U -2.54 5 L -13.21 1 5 U -2.54 5 L -13.21 1 24 1 U -1.42 5 L -9.96 1 2 U -1.42 5 L -9.96 1 3 U -1.42 5 L -9.96 1 4 U -1.42 5 L -9.96 1 5 U -1.42 5 -9.96 1 25 1 U -4.41 5 L -9.65 1 26 1 U 0.65 1 L 0.37 4 27 1 U 4.45 1 L 1.91 5 28 1 U -1.44 5 L -3.60 1 29 1 U 3.66 1 L 1.46 5 30 1 U -0.75 5 L -2.14 1 < Envelope Section Forces > Shear lc K 0.00 5 -0.01 1 0.00 5 -0.01 1 0.00 5 -0.01 1 0.00 5 - 0.01 1 0.00 5 -0.01 1 0.03 4 -0.03 5 0.03 4 -0.03 5 0.03 4 -0.03 5 0.03 4 - 0.03 5 0.03 4 -0.03 5 0.01 5 -0.06 4 0.01 5 -0.06 4 0.01 5 -0.06 4 0.01 5 -0.06 4 0.01 5 - 0.06 4 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : 99055 Page: 13 Date: 9/07/99 File: 24K6 Moment lc K -ft - 0.03 5 -0.12 1 - 0.03 5 - 0.11 1 -0.03 5 - 0.11 1 -0.03 5 -0.10 1 -0.03 5 -0.10 1 - 0.03 5 -0.10 1 -0.02 5 -0.09 1 0.00 5 -0.10 4 0.01 5 -0.11 4 0.02 5 -0.13 4 0.02 5 -0.13 4 0.02 5 -0.09 4 0.01 5 -0.06 4 0.01 5 -0.03 4 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Nelson - Bourdages Inc., P.S. 512 6th Street South,-Suite 202 Kirkland, WA 98033 C.. PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 Section Memb Axial lc K 31 1 U 2.13 1 L 0.74 5 32 1 U -0.32 5 L -1.39 1 33 1 U 1.38 1 L 0.32 5 34 1 U 0.07 5 L -0.92 4 35 1 U 0.93 4 -0.07 5 36 1 U 0.47 5 L -0.52 4 37 1 U 0.52 4 38 1 U 0.87 5 L -0.12 4 39 1 U 0.12 4 L -0.87 5 40 1 U 1.27 1 L 0.28 4 41 1 U -0.27 4 L -1.26 1 42 1 U 2.92 1 L 1.01 4 < Envelope Section Forces > Shear lc K 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : 99055. Page: 15 Date: 9/07/99 File: 24K6 Moment lc K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Nelson - Bourdages Inc., P.S. 512 6th Street South(iuite 202 Kirkland, WA 98033"- PACIFIC VIIEW, BLDG B, ROOF JOIST 24K6 < Envelope Section Forces > Section Memb Axial lc K 43 1 U -1.05 4 L -2.93 1 44 1 U 3.50 1 L 1.62 4 45 1 U -0.27 5 L -3.54 4 46 1 U 4.33 4 L 0.39 5 47 1 U 0.67 1 L 0.28 4 48 1 U -1.68 5 L -9.39 1 49 1 U 1.79 4 L -1.70 5 Shear lc K 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : 99055 Page: 18 Date: 9/07/99 File: 24K6 Moment lc K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 NELSON BOURDAGES, INC., P.S. Consulting Engineers Made By: LCC Date: 9/15/99 Job No.: 99055 Checked by: Date: Sheet No.: 512 8th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax (425) 828 -4850 Description: TRUSS RETROFITTING Job Name: PACIFIC VIEW/BLDG B J55 -14K3 TOP CHORD IN COMPRESSION SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) TOP ANGLE ITEM LEG -V LEG -H ROD TOTAL BOTTOM ANGLE ITEM LEG -V LEG-H ROD TOTAL Bf (in) 1.5 AI 0.16 0.15 0.31 0.62 Tf (in) 0.109 Yi 0.75 0.055 0.422 0.42 BOTTOM CHORD IN TENSION SECTION AREA A (in2)= YIELD STRENGTH Fy (ksi)= ALLOWABLE LOAD Pt (kips) 1.244 0.153 2 0.350 50 44.52 107.0 0.416 25.18 31.32 ROD d (In) 0.625 Ai"YI 0.12 0.01 0.13 0.26 DOUBLE A (in2) ANGLES 1.244 eI =YI -Mbar Ai"ei^2 0.33 0,02 -0.36 0.02 0.00 0.00 0 0.04 SECTIONAL MODULUS S(in3)= BENDING MOMENT M (k -ft)= BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD P (kips)= STRESS COMBINATION Cm= EULER'S COMPRE. Pe (kips)= STRESS COMBINATION SECTIONAL PROPERTIES OF AN ELASTIC ANGLE WITH ROD AT LEG 1.615 SECTIONAL MODULUS S(In3)= 50 BENDING MOMENT M (k -ft)= 48.45 BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD Pt (kips)= STRESS COMBINATION SECTIONAL PROPERTIES OF AN ELASTIC ANGLE WITH ROD AT LEG Bf (In) Tf (In) ROD d (In) DOUBLE A (in2) Ix (in4) 1 0.109 0.875 ANGLES 1.615 0.116 Ai Yi Ai *Yi ei= YI -Ybar AreiA2 li Ii +Ai"ei ^2 0.11 0.5 0.05 0.02 0.00 0.009 0.10 0.055 0.01 -0.43 0.02 0.000 0.60 0.547 0.33 0.07 0.00 0.029 0.81 0.48 0.39 0 0.02 0.038 0.363 0.51 16.77 30 11.09 0.913 1 93.7 0.988 Ix (in4) S_bott (in3) S_top (in3) 0.153 0.141 0.365 li II +AI"ei ^2 S_bott (in3) S_top (In3) 0.031 0.0486 0.000 0.0202 0.007 0.0075 0.038 0.0764 0.071 0.182 0.0091 0.0178 0.0314 0.0582 S_bott (in3) S_top (in3) 0.224 0.242 S_bott (in3) Stop (in3) 0.112 0.121 0.242 0.4 19.82 30 10.19 0.871 NELSON- BOURDAGES, INC., P.S. Consulting Engineers Made By: LCC Date: 9/15/99 Job No.: 99055 Checked by: Date: Sheet No.: 512 8th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax (425) 828-4850 Description: TRUSS RETROFITTING Job Name: PACIFIC VIEW/BLDG B J55 -14K3 (1. BOTTOM CHORD IN COMPRESSION SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr- Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) BOTT ANGLE ITEM LEG -V LEG -H ROD TOTAL TOP ANGLE ITEM LEG -V LEG-H ROD TOTAL SECTIONAL PROPERTIES OF AN ELASTIC ANGLE WITH ROD AT LEG Bf (in) 1 Al 0.11 0.10 0.60 0.81 Tf (in) 0.109 Yi 0.5 0.055 0.547 0.48 TOP CHORD IN TENSION SECTION AREA A (In2)= YIELD STRENGTH Fy (ksi)= ALLOWABLE LOAD Pt (kips) ROD d (in) 0.875 AI*YI 0.05 0.01 0.33 0.39 SECTIONAL PROPERTIES OF AN E Bf (In) Tf (in) ROD d (in) 1.5 0.109 0.625 Ai Yi Ai"Yi 0.16 0.15 0.31 0.62 0.75 0.055 0.422 0.42 0.12 0.01 0.13 0.26 1.615 0.116 2 0.269 50 58.09 107.0 0.543 23.04 37.21 DOUBLE A (in2) ANGLES 1,615 ei =YI -Ybar Ai "eI ^2 0.02 0.00 -0.43 0.02 0.07 0.00 0 0.02 1.244 SECTIONAL MODULUS S(In3)= 50 BENDING MOMENT M (k -ft)= 37.31 BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD Pt (kips)= STRESS COMBINATION LASTIC ANGLE WITH ROD AT DOUBLE A (in2) ANGLES 1.244 ei =Yi -Mbar Ai "ei ^2 0.33 -0.36 0.00 0 SECTIONAL MODULUS S(In3)= BENDING MOMENT M (k -ft)= BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD P (kips)= STRESS COMBINATION Cm= EULER'S COMPRE. Pe (kips)= STRESS COMBINATION 0.02 0.02 0.00 0.04 li 0.031 0.000 0.007 0.038 0.242 0.17 8.43 30 2.56 0.350 1 71.5 0.360 Ix (in4) S_bott (in3) S_top (1n3) 0.116 0.224 0.242 II I1+Ai"e1^2 S_bott (1n3) S_top (1n3) 0.009 0.0091 0.000 0.0178 0.029 0.0314 0.038 0.0582 0.112 0.121 0.365 0.33 10.85 30 3.16 0.446 LEG Ix (1n4) S_bott (in3) S top (in3) 0.153 0.141 0.365 Ii +Al *ei ^2 S_bott (1n3) Stop (in3) 0.0486 0.0202 0,0075 0.0764 0.071 0.182 NELSON - BOURDAGES, INC., P.S. Consulting Engineers Made By: LCC Date: 9/8/99 Job No.: 99055 Checked by: Date: Sheet No.: 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827-5995 Fax (425) 828 -4850 Description: JOIST RETROFITTING Job Name: PACIFIC VIEWIBLDG B J55 -14K3 ORIGINAL SECTION TOP CHORD IN COMPRESSION, SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) BOTTOM CHORD IN TENSION, LL1.X0.109 SECTION AREA A (in2)= 0.412 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 12.36 DIAG. MEMBER IN COMPRESSION, 5 /8 "D ROD SECTION AREA A (in2)= 0.31 MOMENT OF INERTIA I (in4)= 0.0075 UNBRACED LENGTH L (ft)= 1.542 RADIUS OF SECTION r (in)= 0.156 YIELD STRENGTH Fy (ksi)= 50 KUr= 118.96 Cc= 107.0 KUr /Cc= 1.112 ALLOWABLE STRESS Fa (ksi) 10.55 ALLOWABLE LOAD Pa (kips) 3.27 73.›6 DIAG. MEMBER IN TENSION, 19/32 "D ROD SECTION AREA A (in2)= 0.28 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 8.40 STRENGTHENED SECTION TOP CHORD IN COMPRESSION, 0.63 SECTION AREA A (in2)= 0.138 MOMENT OF INERTIA I (in4)= 2 UNBRACED LENGTH L (ft)= 0.468 RADIUS OF SECTION r (in)= 50 YIELD STRENGTH Fy (ksi)= 51.28 KUr= 107.0 Cc= 0.479 KUr /Cc= 24.15 ALLOWABLE STRESS Fa (ksi) 15.21 ALLOWABLE LOAD Pa (kips) LL1.5X0.109 9 4. ADD 5/8 ROD 1.244 0.153 2 0.351 50 68.43 107.0 0.640 21.23 26.41 BOTTOM CHORD IN TENSION, ADD 7/8 ROD SECTION AREA A (in2)= 1.615 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 48.45 DIAG. MEMBER IN COMPRESSION, 9/16 "D ROD SECTION AREA A (in2)= 0.25 MOMENT OF INERTIA 1 (in4)= 0.0049 UNBRACED LENGTH L (ft)= 1.542 RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) 0.140 132.17 126.1 1.048 8.55 2.14 DIAG. MEMBER IN TENSION, 5/8 "D ROD SECTION AREA A (in2)= 0.31 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 9.30 mac, NELSON -BOURI i ES Consulting Engineers a DivisionorPoggemeyerDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425 82,,8..xr4850 Made by G 1 .,_ete qua- 9 l Job No. a /�.. C ecked b y Date Sheet No. �ISe Z7 Description (K3 t (� - _ -V Job Name ,�iave �. \ isto , f 'j 6 Ilr - vb1 LA. = >C T l r� ' � Project: PACIFIC VIEW J99044 JOIST CALCULATION ACCORDING TO SJI CODE Irk J55 (SHORT SPAN, Symmetrical, Parallel, Free ends) • O O 00 4 zsi 1.1 Z 1.2 le: Components numbers 00 tV 2.1 ( 2.2 ' • t nt t t V fV, rAL LOAD ...: 550.00 lb /ft t u'1 Project: PACIFIC VIEW J99044 03/19/99 : 10:12:28 2.4 tT 2.3 ` ` � `n/ t Co: I y LOADING CONDITIONS 4 ry 1.2 2.2 2.1 oo t � t P,1 r.1 ( THE SHOWN VALUES ARE REAL ) 14K3 LIVE LOAD ..: 528.50 lb /ft DETAIL DEFLECTION Lowed deflection under live load = 0.71 in (L/ 240) Lculated deflection under service live load = 0.43 in (L/ 398) Lst inertia = 44.23 in ^4 wired camber = 0.18 in Mark: J55 1Y-- ad Bridg.: 0 TCXL: Type: 0 TCXR: 0'5 Type: 21 L 0'2 1/2 BLL: 0'4 BDR: 0'2 1/2 BLR: 0'4 Tag: 1 Left KL Type: 0 Dim: BCXR Type: 0 Dim: pe L...: 0 Type R: 0 SL: SR: pe L...: 0 Type R: 0 HL: HR: Left Reaction = No Tension Compres. pr n a m stet rpa Project: PACIFIC VIEW J99044 03/19/99 10:12:28 F O R C E S I N M E M B E R S [kips] (THE SHOWN FORCES ARE REALS) (Ty = 50 Ksi U /N) (Eff. depth = 13.29 in) 3.89/ 0.00 kips Right Reaction = REQUIRED MATERIAL REQUIRED WELD x = tied at mid - length Slend. Util. Length Eff.Throat- Ea.Side Remarks p Chord 1.1 0.00 -6.73 LL 1.5 x .109 z 43 0.897 1' -2 7/8" 1 .2 0.00 - 5.96 do z 81 0.897 2' -0" ,.3 0.00 -9.93 do z 81 0.887 do 1.4 0.00 -11.92 x LL 1.5 x .109 xx 51 0.851 2' -0" Mark: J55 ottom Chord '.1 0.00 0.00 LL 1 x .109 z 127 0.630 2' -2 7/8" 2.2 8.44 0.00 do z 122 0.853 2' -0" 7 . 3 11.42 0.00 do z 122 0.927 do ..4 12.42 0.00 LL 1 x .109 z 122 1.004 2' -0" 1 Diagonal 3.1 7.33 0.00 RD 19/32 (38) z 186 0.980 2' -4 1/2" .181 - 1" 3.89/ 0.00 kips Lagonal Towards End 1.1 2.17 0.00 RD 9/16 (36) z 124 0.291 1' -6 1/2" .178 - 0 3/4" .2 1.28 0.00 RD 9/16 (36) z 124 0.172 1' -6 1/2" .178 - 0 3/4" wonal Towards Center 1.1 0.00 - 3.62 RD 5/8 (40) z 112 0.986 1' - 6 1/2" .185 - 0 3/4" :.2 0.00 - 2.17 RD 9/16 (36) z 124 0.900 do .178 - 0 3/4" ..3 0.00 - 1.28 RD 9/16 (36) z 124 0.530 1' -6 1/2" .178 - 0 3/4" :ondary Web Member '.1 0.00 -1.15 RD 5/8 (40) z 112 0.313 1' -6 1/2" .185 - 0 3/4" BRIDGING .ximum spacing between rows of bridging Laterals supports @ Top Chord: 10' -1 5/8" _ => 1 Row(s) Minimum Deck (36 ") @ Bottom Chord: 12' -11 5/8" = => 1 Row(s) Minimum Acc.'to the code "SITION rication code unless noted -LL e 2 angles short legs back to back, BL o 2 angles welded in box, BR = Round bar -U a 1 u profile, UU = 2 U profiles one inside the other, -CL = Crimped angle J welding length of web members is calculated according to non continuous joints. is shorter for continuous joints. 'rojete no.: J99044. @ Top Chord @ Bottom Chord 7' -2 7/8" 7' -2 7/8" Designer: Pam Harvey Shop' Canam Sunnyside [Production] 70 ( 12.40) / 78 ( 13.71) v3.6 Nelson - Bourdages Inc., P.S. 512 6th Street South Suite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Units Steel Code Allowable Stress Increase Factor Include Shear Deformation No. of Sections for Member Calcs Do Redesign P -Delta Analysis Tolerance Joint No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 X Coordinate ft 0.000 1.240 3.240 5.240 6.000 7.240 9.240 11.240 13.240 14.479 2.240 4.240 6.240 8.240 10.240 12.240 Material Young's Label Modulus Ksi STL 29000.00 Section Database Material Label Shape Label L15T L1B STL STL ui.Np - 41..! kr) VCLM1U11 '*.UL US Standard AISC 9th Edition ASD 1.333 Yes 10 Yes 0.50% < Joint Coordinates > Y Joint Coordinate Temperature ft °F 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 0.000 0.00 -1.108 0.00 -1.108 0.00 -1.108 0.00 -1.108 0.00 -1.108 0.00 -1.108 0.00 < Boundary Conditions > Joint + Translation + No X Y Rotation K /in K /in K- ft /rad 1 Fixed Fixed 10 Reaction < Materials (General) > Shear Poisson's Thermal Modulus Ratio Coef. Ksi 10"5 °F - 11154.00 0.3000 0.65000 < Sections > As As Area 0,2 1,3 in 0.63 1.2 1.2 4.12e -1 1.2 1.2 Job : 99055 Page: 1 Date: 9/08/99 File: 14K3 I 1,3 in 1.38e -1 3.9e -2 Weight Density K /ft3 0.490 Yield Stress Ksi 36.00 I 0,2 in 1.00 1.00 Nelson - Bourdages Inc., P.S. 512 6th Street South( Suite 202 Kirkland, WA 98033\-. PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Section Database Material Label Shape Label D58 D1932 D916 Memb Joints Rotate No. I J 90° 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 8 9 9 9 10 10 11 12 11 12 13 12 13 14 13 14 15 14 15 16 15 1 11 16 2 11 17 3 11 18 3 12 19 4 12 20 4 13 21 5 13 22 6 13 23 6 14 24 7 14 25 7 15 26 8 15 27 8 16 28 9 16 29 10 16 Section Length Member Set 1 L15T 2 L15T 3 L15T 4 L15T 1.24 2.00 2.00 0.76 STL STL STL L15T L15T L15T L15T L15T L15T L15T L15T L15T L1B L1B L1B L1B L1B D1932 D58 D58 D916 D916 D916 L1B D916 D916 D916 D916 D916 D58 D58 D1932 < Sections > As As Area 0,2 1,3 in 0.31 1.2 1.2 0.28 1.2 1.2 0.25 1.2 1.2 < Members > Section Releases Offsets Set I:AVM J:AVM I -End 3 -End in in PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN PIN < AISC,NDS Parameters > Lb -out Lb -in Lcomp K K le -out le -in le -bend out in ft ft ft ft Job : 99055 Page: 2 JS Date: 9/08/99 File: 14K3 I I 1,3 0,2 in - 4 in 7.5e -3 6.1e -3 4.9e -3 CH 1.00 1.00 1.00 Inactive? Label Length ft - - -• 1.2 2.0( 2.0( 0.7( 1.24 2.0( 2.0( 2.0( 1.24 2.0( 2.0( 2.0( 2.0( 2.0( 2.5( 1.45 1.45 1.45 1.45 1.45 1.45 1.49 1.49 1.49 1.45 1.49 1.49 2.5C Cm Cb,B Swat+ o Nelson - Bourdages Inc., P.S. 512 6th Street Souti Suite 202 Kirkland, WA 9803S, .. PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Section Length Member Set 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 L15T L15T L15T L15T L15T L1B L1B L1B L1B L1B D1932 D58 D58 D916 D916 D916 L1B D916 D916 D916 D916 D916 D58 D58 D1932 DEAD LIVE WIND 1 '1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 ft 1.24 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.50 1.49 1.49 1.49 1.49 1.49 1.13 1.49 1.49 1.49 1.49 1.49 1.49 1.49 3.20 2 3 4 5 6 7 8 9 < AISC,NDS Parameters > Lb -out Lb -in Lcomp K K le -out le -in le -bend out in CH ft ft ft < Basic Load Case Data > BLC Basic Load Case Load Type Totals No. Description Nodal Point Dist. DEAD DEAD DEAD DEAD DEAD DEAD DEAD DEAD 1 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member I J Label Multiplier 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Job : 99055 Page: 3 fS -32 Date: 9/08/99 File: 14K3 Cm Cb,B Sway o i 9 9 Nelson - Bourdages Inc., P.S. ' 512 6th Street Sout Suite 202 Kirkland, WA 9803, PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern Member I J Label Multiplier < Member Distributed Loads, BLC 2 > Joints Load Pattern Pattern Member I J Label Multiplier Joint Number 5 Pattern Label DEAD LIVE 9 9 10 1 1 2 LIVE 1.0000 2 2 3 LIVE 1.0000 3 3 4 LIVE 1.0000 4 4 5 LIVE 1.0000 5 5 6 LIVE 1.0000 6 6 7 LIVE 1.0000 7 7 8 LIVE 1.0000 8 8 9 LIVE 1.0000 9 9 10 LIVE 1.0000 No. Description DEAD 1.0000 < Joint Loads /Enforced Displacements, BLC 3 > Is this a Load or Direction a Displacement? (X,Y,Mz) Dir Y Y 1 DEAD +LIVE 1 2 0.75(DL +LL +W /2) 1 3 0.75(DL +LL -W /2) 1 4 0.75(DL +LL /2 +W) 1 5 0.75(DL +LL /2 -W) 1 L Y < Load Patterns > Magnitudes Start End K /ft,F K /ft,F - 0.175 -0.175 - 0.125 -0.125 1 2 1 0.75 2 0.75 3 0.375 0.75 2 0.75 3 -0.38 0.75 2 0.375 3 0.75 0.75 2 0.375 3 -0.75 Job : 99055 Page: 4 -3 Date: 9/08/99 File: 14K3 Magnitude K, K -ft, in, rad -3.170 Locations Start End ft or% ft or$ - -- 0.000 0.000 0.000 0.000 < Load Combinations > RWPE BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv Nelson- Bourdages Inc., P.S. 512 6th Street Soutly Suite 202 Kirkland, WA 9803 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Dynamics Input: Number of Modes 3 Load Combination Number 1 Acceleration of Gravity 32.20 ft/sec Convergence Tolerance 0.001 Converge Work Vectors No Joint + 1U L 2U L 3U L 4U L 5U L 6U 7U L 8U L 9U L 10U L 11U L 12U L 13U L 14U L 15U L 16U L X in 0.000 1 0.000 1 0.000 5 - 0.004 4 0.001 5 -0.010 4 0.004 5 -0.021 4 0.005 5 -0.026 4 0.007 5 -0.035 4 0.009 5 -0.047 4 0.010 5 -0.056 4 0.009 5 -0.062 4 0.009 5 - 0.065 4 0.013 5 -0.075 4 0.011 5 - 0.062 4 0.006 5 - 0.041 4 0.001 5 -0.021 4 0.000 5 -0.005 4 0.007 4 0.000 5 Translation lc y in < Envelope Displacements > 0.000 1 0.000 1 0.017 5 - 0.127 4 0.042 5 - 0.261 4 0.064 5 -0.360 4 0.071 5 -0.383 4 0.064 5 -0.387 4 0.045 5 -0.341 4 0.024 5 -0.244 4 0.006 5 -0.116 4 0.000 5 0.000 4 0.029 5 - 0.194 4 0.054 5 - 0.316 4 0.069 5 -0.384 4 0.055 5 -0.370 4 0.034 5 -0.296 4 0.015 5 -0.179 4 lc Rotation lc rad 0.00110 5 - 0.00906 4 0.00106 5 - 0.00745 4 0.00099 5 - 0.00465 4 0.00093 5 - 0.00309 4 0.00024 5 - 0.00166 4 0.00067 4 - 0.00081 5 0.00318 4 - 0.00084 5 0.00451 4 - 0.00088 5 0.00688 4 - 0.00048 5 0.00825 4 - 0.00029 5 0.00107 5 - 0.00545 4 0.00096 5 - 0.00427 4 0.00001 5 - 0.00112 4 0.00197 4 - 0.00086 5 0.00414 4 - 0.00085 5 0.00519 4 - 0.00080 5 Job : 99055 Page: 5 Date: 9/08/99 File: 14K3 Nelson - Bourdages Inc., P.S. 512 6th Street Sout�- Suite 202 Kirkland, WA 98033, PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 < Envelope Reactions > Joint + Forces + X lc Y lc Moment lc K K K -ft 10U 0.00 1 2.27 4 0.00 1 L 0.00 1 0.30 5 0.00 1 Tot:9U 0.00 1 2.27 4 L 0.00 1 0.30 5 < Envelope Section Forces > Section Memb Axial lc Shear lc Moment lc K K K -ft 1 1 U 4.42 4 0.50 4 0.00 1 L -0.34 5 0.06 5 0.00 1 2 U 4.42 4 0.47 4 -0.01 5 L -0.34 5 0.04 5 -0.07 4 3 U 4.42 4 0.45 4 -0.01 5 L -0.34 5 0.01 5 -0.13 4 4 U 4.42 4 0.42 4 -0.01 5 L -0.34 5 -0.01 5 -0.19 4 5 U 4.42 4 0.40 4 -0.01 5 L -0.34 5 -0.03 5 -0.25 4 6 U 4.42 4 0.37 4 0.00 5 L -0.34 5 -0.06 5 -0.30 4 7 U 4.42 4 0.35 4 0.01 5 L -0.34 5 -0.08 5 -0.35 4 8 U 4.42 4 0.32 4 0.02 5 L -0.34 5 -0.11 5 -0.39 4 9 U 4.42 4 0.30 4 0.04 5 L -0.34 5 -0.13 5 -0.44 4 10 U 4.42 4 0.27 4 0.06 5 L -0.34 5 -0.16 5 -0.48 4 2 1 U 4.74 4 0.17 5 0.06 5 L -0.63 5 -0.08 4 -0.48 4 2 U 4.74 4 0.13 5 0.02 5 L -0.63 5 -0.12 4 -0.46 4 3 U 4.74 4 0.09 5 0.00 5 L -0.63 5 -0.16 4 -0.43 4 4 U 4.74 4 0.05 5 -0.02 5 L -0.63 5 -0.20 4 -0.39 4 5 U 4.74 4 0.01 5 -0.02 5 L -0.63 5 -0.23 4 -0.34 4 6 U 4.74 4 -0.03 5 -0.02 5 L -0.63 5 -0.27 4 -0.28 4 7 U 4.74 4 -0.07 5 -0.01 5 L -0.63 5 - 0.32 1 -0.22 4 8 U 4.74 4 -0.11 5 0.01 5 L -0.63 5 -0.39 1 -0.14 4 Job : 99055 Page: 6 . Date: 9/08/99 File: 14K3 Nelson- Eourdages Inc., P.S. 512 6th Street SoutY�r� Suite 202 Kirkland, WA 98033, PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Section Memb Axial lc K 9 U 4.74 4 L -0.63 5 10 U 4.74 4 L -0.63 5 3 1 U 2 U L 3 U L 4 U L 5 U 6 U 7 U L 8 U L 9 U L 10 U L 4 1 U L 2 U L 3 U L 4 U L 5 U L 6 U 7 U L 8 U L 9 U 10 U •L 8.43 4 -1.84 5 8.43 4 -1.84 5 8.43 4 -1.84 5 8.43 4 -1.84 5 8.43 4 -1.84 5 8.43 4 -1.84 5 8.43. 4 -1.84 5 8.43 4 -1.84 5 8.43 4 -1.84 5 8.43 4 -1.84 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -3.16 5 11.09 4 -•3.16 5 < Envelope Section Forces > Shear lc K -0.15 5 -0.45 1 -0.19 5 - 0.52 1 0.42 1 0.19 5 0.35 1 0.15 5 0.28 1 0.11 5 0.22 1 0.07 5 0.15 1 0.03 5 0.11 4 -0.01 5 0.07 4 -0.05 5 0.03 4 -0.09 5 -0.01 4 -0.13 5 -0.05 4 -0.18 1 0.45 4 -0.30 5 0.43 4 -0.31 5 0.42 4 -0.33 5 0.40 4 -0.34 5 0.39 4 -0.36 5 0.37 4 - 0.37 5 0.36 4 -0.39 5 0.34 4 -0.40 5 0.33 4 -0.42 5 0.31 4 -0.43 5 Job : 99055 Page: 7 T -36 Date: 9/08/99 File: 14K3 Moment lc K -ft 0.04 5 - 0.06 4 0.09 1 0.03 4 0.09 1 0.03 4 0.04 5 -0.03 4 0.01 5 -0.09 4 -0.01 5 -0.13 4 - 0.02 5 -0.17 4 - 0.02 5 -0.20 4 -0.02 5 -0.22 4 0.00 5 -0.23 4 0.02 5 -0.23 4 0.06 5 -0.23 4 0.06 5 - 0.23 4 0.08 5 -0.26 4 0.11 5 -0.30 4 0.14 5 -0.33 4 0.17 5 -0.37 4 0.20 5 -0.40 4 0.23 5 -0.43 4 0.26 5 -0.46 4 0.30 5 3�12 ?- a -0.49 4 0.33 5 -0.51 4 Nelson- Iouraages Inc., P.S. 512 6th Street South Suite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Section Memb Axial lc K 5 1 U 10.67 4 L -2.81 5 2 U 10.67 4 L -2.81 5 3 U 10.67 4 L -2.81 5 4 U 10.67 4 L -2.81 5 5 U 10.67 4 L -2.81 5 6 U 10.67 4 L -2.81 5 7 U 10.67 4 L -2.81 5 8 U 10.67 4 -2.81 5 9 U 10.67 4 L -2.81 5 10 U 10.67 4 L -2.81 5 6 1 U 9.22 4 L -1.43 5 2 U 9.22 4 L -1.43 5 3 U 9.22 4 L -1.43 5 4 U 9.22 4 L -1.43 5 5 U 9.22 4 L -1.43 5 6 U 9.22 4 L -1.43 5 7 U 9.22 4 L -1.43 5 8 U 9.22 4 L -1.43 5 9 U 9.22 4 L -1.43 5 10 U 9.22 4 L -1.43 5 7 1 U 6.92 4 L -0.31 5 < Envelope Section Forces > Shear lc K 0.33 -0.14 0.31 - 0.17 0 -0.19 0.26 -0.22 0.24 -0.24 0.21 -0.27 0.19 -0.29 0.16 - 0.32 0.14 - 0.34 0.11 -0.37 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 0.29 1 0.17 5 0.22 1 0.13 5 0.16 1 0.09 5 0.09 1 0.05 5 0.02 1 0.01 5 -0.02 4 -0.04 1 -0.06 4 -0.11 1 - 0.10 4 - 0.18 1 -0.14 4 - 0.24 1 - 0.18 4 -0.31 1 0.21 1 0.06 4 Job : 99055 Page: 8 Date: 9/08/99 File: 14K3 Moment lc K -ft 0.33 -0.51 0.29 -0.49 0.25 -0.47 0.21 -0.44 0.17 -0.41 0.14 - 0.37 0.12 -0.33 0.09 -0.29 0.07 - 0.25 0.05 -0.20 0.05 -0.20 0.02 -0.23 0.00 -0.26 -0.02 - 0.27 - 0.03 -0.28 -0.02 -0.28 - 0.01 -0.27 0.01 -0.25 0.03 -0.23 0.07 - 0.19 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 0.07 5 -0.19 4 Nelson-bouraages Inc., P.S. 512 6th Street South-Suite 202 Kirkland, WA 98033k., PACIFIC VIEW, BLDG B, ROOF JOIST J55-14K3 Memb Section < Envelope Section Forces > Page: 9 Date: 9/08/99 File: 14K3 Axial lc Shear lc Moment lc K K K ft 2 U 6.92 4 0.15 5 0.03 5 L -0.31 5 0.02 4 -0.20 4 3 U 6.92 4 0.11 5 0.01 5 L -0.31 5 -0.02 4 -0.20 4 4 U 6.92 4 0.07 5 -0.01 5 L -0.31 5 -0.06 4 -0.19 4 5 U 6.92 4 0.03 5 -0.02 5 L -0.31 5 -0.10 4 -0.18 4 6 U 6.92 4 -0.01 5 -0.03 5 L -0.31 5 -0.13 4 -0.15 4 7 U 6.92 4 -0.05 5 -0.02 5 L -0.31 5 -0.19 1 -0.12 4 8 U 6.92 4 -0.09 5 0.00 5 L -0.31 5 -0.26 1 -0.07 4 9 U 6.92 4 -0.13 5 0.02 5 L -0.31 5 -0.32 1 -0.02 4 10 U 6.92 4 -0.17 5 0.08 1 L -0.31 5 -0.39 1 0.04 4 8 1 U 3.95 4 0.52 1 0.08 1 L 0.15 5 0.22 5 0.04 4 2 U 3.95 4 0.45 1 0.01 5 L 0.15 5 0.18 5 -0.04 4 3 U 3.95 4 0.38 1 -0.02 5 L 0.15 5 0.14 5 -0.12 4 4 U 3.95 4 0.32 1 -0.05 5 L 0.15 5 0.10 5 -0.20 1 5 U 3.95 4 0.25 1 -0.06 5 L 0.15 5 0.06 5 -0.26 1 6 U 3.95 4 0.20 4 -0.07 5 L 0.15 5 0.02 5 -0.31 1 7 U 3.95 4 0.16 4 -0.07 5 L 0.15 5 -0.02 5 -0.34 1 8 U 3.95 4 0.12 4 -0.06 5 L 0.15 5 -0.06 5 -0.36 4 9 U 3.95 4 0.08 4 -0.04 5 L 0.15 5 -0.10 5 -0.39 4 10 U 3.95 4 0.04 4 -0.02 5 L 0.15 5 -0.14 5 -0.40 4 9 1 U 3.72 4 0.10 5 -0.02 5 L 0.36 5 -0.21 4 -0.40 4 2 U 3.72 4 0.07 5 -0.03 5 L 0.36 5 -0.24 4 -0.37 4 3 U 3.72 4 0.05 5 -0.04 5 L 0.36 5 -0.26 4 -0.33 4 Job : 99055 -3? Nelson - Bourdages Inc., P.S. 512 6th Street South quite 202 Kirkland, WA 98033\ PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Section Memb Axial lc K 4 U 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L 10 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U 10 U L 11 1 U L 2 U L 3 U L 4 U L 5 .0 3.72 4 0.36 5 3.72 4 0.36 5 3.72 4 0.36 5 3.72 4 0.36 5 3.72 4 0.36 5 3.72 4 0.36 5 3.72 4 0.36 5 1.07 -6.92 1.07 - 6.92 1.07 - 6.92 1.07 -6.92 1.07 -6.92 1.07 -6.92 1.07 -6.92 1.07 - 6.92 1.07 -6.92 1.07 -6.92 < Envelope Section Forces > 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 2.56 5 -9.98 4 2.56 5 -9.98 4 2.56 5 - 9.98 4 2.56 5 -9.98 4 2.56 5 - 9.98 4 Shear lc K 0.02 -0.29 0.00 -0.31 -0.03 -0.33 -0.05 -0.36 - 0.08 -0.39 - 0.10 - 0.43 -0.12 -0.47 0.12 -0.01 0.12 -0.01 0.12 -0.01 0.12 - 0.01 0.12 -0.01 0.12 - 0.01 0.12 -0.01 0.12 - 0.01 0.12 - 0.01 0.12 -0.01 5 4 5 4 5 4 5 4 5 1 5 1 5 1 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 4 5 0.08 4 - 0.07 5 0.08 4 -0.07 5 0.08 4 - 0.07 5 0.08 4 -0.07 5 0.08 4 -0.07 5 Job : 99055 Page: 10 �S Date: 9/08/99 File: 14K3 Moment lc K -ft -0.04 5 - 0.30 4 -0.04 5 -0.26 4 -0.04 5 - 0.21 1 -0.04 5 -0.17 1 -0.03 5 - 0.12 1 -0.02 5 - 0.06 1 0.00 4 0.00 1 0.00 1 0.00 1 0.00 5 -0.03 4 0.01 5 -0.05 4 0.01 5 -0.08 4 0.01 5 -0.11 4 0.01 5 -0.13 4 0.02 5 - 0.16 4 0.02 5 - 0.18 4 0.02 5 -0.21 4 0.02 5 -0.24 4 0.02 5 -0.24 4 0.04 5 - 0.26 4 0.06 5 - 0.27 4 0.07 5 - 0.29 4 0.09 5 - 0.31 4 veison- bouraages Inc., P.S. ' 512 6th Street South, -Suite 202 Kirkland, WA 98033k, . PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Section Memb Axial lc K 6 U 2.56 5 L -9.98 4 7 U 2.56 5 L -9.98 4 8 U 2.56 5 L -9.98 4 9 U 2.56 5 L -9.98 4 10 U 2.56 5 L -9.98 4 12 1 U L 2 U 3 U L 4 U 5 U 6 U L 7 U L 8 U L 9 U L 10 U L 13 1 U L 2 U L 3 U L 4 U 5 U L 6 U L 7 U L 2.10 5 -10.19 4 2.10 5 -10.19 4 2.10 5 -10.19 4 2.10 5 - 10.19 4 2.10 5 - 10.19 4 2.10 5 -10.19 4 2.10 5 -10.19 4 2.10 5 -10.19 4 2.10 5 -10.19 4 2.10 5 -10.19 4 0.70 5 -8.18 4 0.70 5 - 8.18 4 0.70 5 - 8.18 4 0.70 5 - 8.18 4 0.70 5 - 8.18 4 0.70 5 -8.18 4 0.70 5 -8.18 4 < Envelope Section Forces > Shear lc K 0.08 4 -0.07 5 0.08 4 - 0.07 5 0.08 4 - 0.07 5 0.08 4 - 0.07 5 0.08 4 -0.07 5 0.08 5 - 0.09 4 0.08 5 - 0.09 4 0.08 5 -0.09 4 0.08 5 - 0.09 4 0.08 5 -0.09 4 0.08 5 -0.09 4 0.08 5 - 0.09 4 0.08 5 -0.09 4 0.08 5 -0.09 4 0.08 5 - 0.09 4 0.01 5 -0.01 4 0.01 5 - 0.01 4 0.01 5 -0.01 4 0.01 5 -0.01 4 0.01 5 -0.01 4 0.01 5 - 0.01 4 0.01 5 -0.01 4 Job : 99055 Page: 11 1S-4 Date: 9/08/99 File: 14K3 Moment lc K -ft 0.10 5 -0.33 4 0.12 5 -0.34 4 0.14 5 -0.36 4 0.15 5 -0.38 4 0.17 5 - 0.40 4 0.17 5 - 0.40 4 0.15 5 - 0.38 4 0.13 5 (oti7 O -0.36 4 0.11 5 -0.34 4 0.10 5 --0 A � - 0.32 4 0.08 5 :/ -0.30 4 0.06 5 -0.28 4 0.04 5 -0.26 4 0.03 5 -0.24 4 0.01 5 - 0.22 4 0.01 5 -0.22 4 0.01 5 - 0.22 4 0.00 5 - 0.22 4 0.00 5 -0.22 4 0.00 5 -0.22 4 0.00 5 -0.22 4 0.00 5 - 0.22 4 Nelson- tsouraages inc., k.6. 512 6th Street South,,,.. Suite 202 Kirkland, WA 98033k, PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Memb Section < Envelope Section Forces > Job : 99055 Page: 12 Date: 9/08/99 File: 14K3 Axial lc Shear lc Moment lc K K K- f t 8 U 0.70 5 0.01 5 -0.01 5 L -8.18 4 -0.01 4 -0.21 4 9 U 0.70 5 0.01 5 -0.01 5 L -8.18 4 -0.01 4 -0.21 4 10 U 0.70 5 0.01 5 -0.01 5 L -8.18 4 -0.01 4 -0.21 4 14 1 U -0.09 5 -0.01 5 -0.01 5 L -5.75 4 -0.11 4 -0.21 4 2 U -0.09 5 -0.01 5 -0.01 5 L -5.75 4 -0.11 4 -0.19 4 3 U -0.09 5 -0.01 5 -0.01 5 L -5.75 4 -0.11 4 -0.16 4 4 U -0.09 5 -0.01 5 -0.01 5 L -5.75 4 -0.11 4 -0.14 4 5 U -0.09 5 -0.01 5 -0.01 5 L -5.75 4 -0.11 4 -0.12 4 6 U -0.09 5 -0.01 5 0.00 5 L -5.75 4 -0.11 4 -0.09 4 7 U -0.09 5 -0.01 5 0.00 5 L -5.75 4 -0.11 4 -0.07 4 8 U -0.09 5 -0.01 5 0.00 5 L -5.75 4 -0.11 4 -0.05 4 9 U -0.09 5 -0.01 5 0.00 5 L -5.75 4 -0.11 4 -0.02 4 10 U -0.09 5 -0.01 5 0.00 2 L -5.75 4 -0.11 4 0.00 1 15 1 U 0.38 5 0.00 1 0.00 1 L -4.93 4 0.00 1 0.00 1 16 1 U 0.44 5 0.00 1 0.00 1 L -0.47 4 0.00 1 0.00 1 17 1 U 3.26 4 0.00 1 0.00 1 L -0.65 5 0.00 1 0.00 1 18 1 U 1.15 5 0.00 1 0.00 1 L -2.26 4 0.00 1 0.00 1 19 1 U 2.31 4 0.00 1 0.00 1 20 1 U 0.90 5 0.00 1 0.00 1 L -1.65 4 0.00 1 0.00 1 21 1 U 1.97 4 0.00 1 0.00 1 L -1.65 5 0.00 1 0.00 1 22 1 U 1.07 5 0.00 1 0.00 1 L -0.72 4 0.00 1 0.00 1 nwimull -Duut udges Inc., t'.. • 512 6th Street South Suite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 < Envelope Section Forces > Section Memb Axial lc K 23 1 U 1.44 4 L -0.99 5 24 1 U 1.09 5 L -1.55 4 25 1 U 1.88 4 L -0.58 5 26 1 U 0.60 5 L -1.75 4 27 1 U 2.68 4 L -0.08 5 28 1 U 0.32 5 L -0.34 4 29 1 U -0.40 5 L -4.15 4 Shear lc K 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : 99055 16 Date: 9/08/99 File: 14K3 Moment is K -ft 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 NELSON -BOURi ES Consulting Engine �s a Division ofPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Date 1 / e Cio� -/ep Job No. qp No. I L Sheet No a‹. - Ci3 Checked bMa•e. y Description P p9 f Job Name riaC..tt, Vl / 11 I`f -k3 Nelson - Bourdages Inc., P.S. 512 6th Street South( Suite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Job : 99055 Page: 1 -TS -4 Date: 9/15/99 File: < Member Section Forces, LC 4 : 0.75(DL +LL /2 +W) > Member Joints Section I - J Axial Shear Moment K K K -ft 1 1- 2 1 4.42 0.50 0.00 2 4.42 0.47 -0.07 3 4.42 0.45 -0.13 4 4.42 0.42 -0.19 5 4.42 0.40 -0.25 6 4.42 0.37 -0.30 7 4.42 0.35 -0.35 8 4.42 0.32 -0.39 9 4.42 0.30 -0.44 10 4.42 0.27 -0.48 2 2- 3 1 4.74 -0.08 -0.48 2 4.74 -0.12 -0.46 3 4.74 -0.16 -0.43 4 4.74 -0.20 -0.39 5 4.74 -0.23 -0.34 6 4.74 -0.27 -0.28 7 4.74 -0.31 -0.22 8 4.74 -0.35 -0.14 9 4.74 -0.39 -0.06 10 4.74 -0.43 0.03 3 3- 4 1 8.43 0.31 0.03 2 8.43 0.27 -0.03 3 8.43 0.23 -0.09 4 8.43 0.19 -0.13 5 8.43 0.15 -0.17 6 8.43 0.11 -0.20 7 8.43 0.07 -0.22 8 8.43 0.03 -0.23 9 8.43 -0.01 -0.23 10 8.43 -0.05 -0.23 4 4- 5 1 11.09 0.45 -0.23 2 11.09 0.43 -0.26 3 11.09 0.42 -0.30 4 11.09 0.40 -0.33 5 11.09 0.39 -0.37 6 11.09 0.37 -0.40 7 11.09 0.36 -0.43 8 11.09 0.34 -0.46 9 11.09 0.33 -0.49 10 11.09 0.31 -0.51 5 5- 6 1 10.67 -0.14 -0.51 2 10.67 -0.17 -0.49 Nelson - Bourdages Inc., P.S. 512 6th Street South( quite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 •..� ura v Gi u..�vaa -s • 1,./ J. 9 9- 10 1 3.72 -0.21 2 3.72 -0.24 3 3.72 -0.26 4 3.72 -0.29 Job : 99055 Page: 2 Date: 9/15/99 File: < Member Section Forces, LC 4 : 0.75(DL +LL /2 +W) > Member Joints Section I - J Axial Shear Moment K K K -ft 3 10.67 -0.19 -0.47 4 10.67 -0.22 -0.44 5 10.67 -0.24 -0.41 6 10.67 -0.27 -0.37 7 10.67 -0.29 -0.33 8 10.67 -0.32 -0.29 9 10.67 -0.34 -0.25 10 10.67 -0.37 -0.20 6 6- 7 1 9.22 0.17 -0.20 2 9.22 0.13 -0.23 3 9.22 0.09 -0.26 4 9.22 0.06 -0.27 5 9.22 0.02 -0.28 6 9.22 -0.02 -0.28 7 9.22 -0.06 -0.27 8 9.22 -0.10 -0.25 9 9.22 -0.14 -0.23 10 9.22 -0.18 -0.19 7 7- 8 1 6.92 0.06 -0.19 2 6.92 0.02 -0.20 3 6.92 -0.02 -0.20 4 6.92 -0.06 -0.19 5 6.92 -0.10 -0.18 6 6.92 -0.13 -0.15 7 6.92 -0.17 -0.12 8 6.92 -0.21 -0.07 9 6.92 -0.25 -0.02 10 6.92 -0.29 0.04 8 8- 9 1 3.95 0.40 0.04 2 3.95 0.36 -0.04 3 3.95 0.32 -0.12 4 3.95 0.28 -0.19 5 3.95 0.24 -0.24 6 3.95 0.20 -0.29 7 3.95 0.16 -0.33 8 3.95 0.12 -0.36 9 3.95 0.08 -0.39 10 3.95 0.04 -0.40 -0.40 - 0.37 - 0.33 -0.30 Nelson - Bourdages Inc., P.S. 512 6th Street South 'uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 < Member Section Forces, LC 4 : 0.75(DL +LL /2 +W) > Member Joints Section I - J Axial Shear K K 5 6 7 8 9 10 10 11- 12 1 2 3 4 5 6 7 8 9 10 11 12- 13 1 2 3 4 5 6 7 8 9 10 12 13- 14 1 2 3 4 5 6 7 8 9 10 13 14- 15 1 2 3 4 5 6 3.72 3.72 3.72 3.72 3.72 3.72 - 6.92 - 6.92 -6.92 -6.92 -6.92 -6.92 -6.92 -6.92 -6.92 -6.92 -9.98 -9.98 -9.98 -9.98 -9.98 -9.98 -9.98 -9.98 -9.98 -9.98 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 - 10.19 - 8.18 -8.18 -8.18 -8.18 -8.18 - 8.18 -0.31 -0.33 -0.36 -0.38 -0.41 -0.43 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 -0.09 -0.09 - 0.09 - 0.09 -0.09 - 0.09 -0.09 -0.09 -0.09 -0.09 -0.01 -0.01 -0.01 - 0.01 -0.01 -0.01 Job : 99055 Page: 3 ZT.S -46 Date: 9/15/99 File: Moment K -ft - 0.26 - 0.21 -0.16 -0.11 -0.06 0.00 0.00 -0.03 - 0.05 -0.08 - 0.11 -0.13 -0.16 -0.18 -0.21 - 0.24 -0.24 -0.26 -0.27 -0.29 -0.31 -0.33 -0.34 - 0.36 -0.38 - 0.40 - 0.40 -0.38 - 0.36 -0.34 - 0.32 - 0.30 -0.28 -0.26 -0.24 - 0.22 -0.22 - 0.22 - 0.22 -0.22 - 0.22 -0.22 Nelson- Bourdages Inc. P.S. 512 6th Street South suite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 14 15- 16 1 2 3 4 5 6 7 8 9 10 a�� V - GL kit) VClO1Val z . V1 < Member Section Forces, Member Joints Section I - J Axial K 7 -8.18 8 -8.18 9 -8.18 10 -8.18 - 5.75 - 5.75 -5.75 -5.75 - 5.75 -5.75 - 5.75 -5.75 - 5.75 - 5.75 15 1- 11 1 -4.93 ✓ 0.00 16 2- 11 1 -0.47 0.00 17 3- 11 1 3.26 0.00 18 3- 12 1 -2.26d 0.00 19 4- 12 1 2.31 0.00 20 4- 13 1 -1.65 0.00 21 5- 13 1 1.97 0.00 22 6- 13 1 -0.72 0.00 23 6- 14 1 1.44 0.00 24 7- 14 1 -1.55 0.00 25 7- 15 1 1.88 0.00 26 8- 15 1 -1.75 0.00 27 8- 16 1 2.68 0.00 28 9- 16 1 -0.34 0.00 29 10- 16 1 -4.15 0.00 LC 4 : 0.75(DL +LL /2 +W) > Shear K -0.01 -0.01 -0.01 -0.01 Job : 99055 Page: 4 Date: 9/15/99 File: Moment K -ft -0.22 - 0.21 -0.21 -0.21 -0.21 -0.19 - 0.16 -0.14 -0.12 -0.09 -0.07 -0.05 -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 0.00 0.00 NELSON' BOOR _ ES Consulting Engineers a Division ofPoggemeyerDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • FAX (4425) 828.4850 Made by LGG a . q(LT - 199 Job No. noft` Checked by Date f Sheet No. �5-- Description g _ F Job Name KAG'r lt, 0 9 / i*Nt4 5 1¢ 3 ■ 111011 - 61.0 (It) VC1.b1u11 Y.V1 • Nelson- Bourdages Inc., P.S. 512 6th Street South( 'uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 Job : 99055 Date: 9/15/99 �S- File: Page: 8 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear Moment K K K -ft 1 1- 2 1 -0.34 0.06 0.00 2 -0.34 0.04 -0.01 3 -0.34 0.01 -0.01 4 -0.34 -0.01 -0.01 5 -0.34 -0.03 -0.01 6 -0.34 -0.06 0.00 7 -0.34 -0.08 0.01 8 -0.34 -0.11 0.02 9 -0.34 -0.13 0.04 10 -0.34 -0.16 0.06 2 2- 3 1 -0.63 0.17 0.06 2 -0.63 0.13 0.02 3 -0.63 0.09 0.00 4 -0.63 0.05 -0.02 5 -0.63 0.01 -0.02 6 -0.63 -0.03 -0.02 7 -0.63 -0.07 -0.01 8 -0.63 -0.11 0.01 9 -0.63 -0.15 0.04 10 -0.63 -0.19 0.07 3 3- 4 1 -1.84 0.19 0.07 2 -1.84 0.15 0.04 3 -1.84 0.11 0.01 4 -1.84 0.07 -0.01 5 -1.84 0.03 -0.02 6 -1.84 -0.01 -0.02 7 -1.84 -0.05 -0.02 8 -1.84 -0.09 0.00 9 -1.84 -0.13 0.02 10 -1.84 -0.17 0.06 4 4- 5 1 -3.16 -0.30 0.06 2 -3.16 -0.31 0.08 3 -3.16 -0.33 0.11 4 -3.16 -0.34 0.14 5 -3.16 -0.36 0.17 6 -3.16 -0.37 0.20 7 -3.16 -0.39 0.23 8 -3.16 -0.40 0.26 9 -3.16 -0.42 0.30 10 -3.16 -0.43 0.33 5 5- 6 1 -2.81 0.33 0.33 2 -2.81 0.31 0.29 • Nelson - Bourdages Inc., P.S. 512 6th Street South,( 'uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 6 6- 7 1 2 3 4 5 6 7 8 9 10 7 7- 8 1 2 3 4 5 6 7 8 9 10 8 8- 9 1 2 3 4 5 6 7 8 9 10 9 9- 10 1 2 3 4 . " 1 -1.43 -1.43 - 1.43 -1.43 -1.43 -1.43 -1.43 -1.43 -1.43 - 1.43 -0.31 -0.31 -0.31 -0.31 -0.31 -0.31 -0.31 -0.31 -0.31 -0.31 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.36 0.36 0.36 0.36 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear K K 3 -2.81 0.29 4 -2.81 0.26 5 -2.81 0.24 6 -2.81 0.21 7 -2.81 0.19 8 -2.81 0.16 9 -2.81 0.14 10 -2.81 0.11 0.17 0.13 0.09 0.05 0.01 -0.03 -0.07 -0.11 - 0.15 -0.19 0.19 0.15 0.11 0.07 0.03 -0.01 - 0.05 - 0.09 -0.13 -0.17 0.22 0.18 0.14 0.10 0.06 0.02 - 0.02 - 0.06 -0.10 - 0.14 0.10 0.07 0.05 0.02 Job : 99055 Page: 9 1‘-rio 9/15/99 File: Moment K -ft 0.25 0.21 0.17 0.14 0.12 0.09 0.07 0.05 0.05 0.02 0.00 -0.02 -0.03 -0.02 -0.01 0.01 0.03 0.07 0.07 0.03 0.01 -0.01 -0.02 -0.03 -0.02 0.00 0.02 0.06 0.06 0.01 -0.02 -0.05 -0.06 -0.07 - 0.07 -0.06 -0.04 -0.02 -0.02 - 0.03 -0.04 -0.04 PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 10 11- 12 1 2 3 4 5 6 7 8 9 10 11 12- 13 1 2 3 4 5 6 7 8 9 10 12 13- 14 1 2 3 4 5 6 7 8 9 10 13 14- 15 1 2 3 4 5 6 5 6 7 8 9 10 Nelson - Bourdages Inc.,. P.S. 512 6th Street South( uite 202 Kirkland, WA 98033 lrtJ < Member Section Forces, Member Joints Section I - J Axial K 0.36 0.36 0.36 0.36 0.36 0.36 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 1.07 2.56 2.56 2.56 2.56 2.56 2.56 2.56 2.56 2.56 2.56 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.10 0.70 0.70 0.70 0.70 0.70 0.70 V C3. .1. Vas z.V1 LC 5 : 0.75(DL +LL /2 -W) > Shear K 0.00 -0.03 -0.05 -0.08 - 0.10 -0.12 -0.01 - 0.01 -0.01 -0.01 -0.01 -0.01 -0.01 - 0.01 -0.01 - 0.01 -0.07 -0.07 -0.07 -0.07 -0.07 -0.07 - 0.07 - 0.07 -0.07 - 0.07 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.01 0.01 0.01 0.01 0.01 0.01 Job : 99055 Page: 10 Date: 9/15/99 File: Moment K -ft - 0.04 -0.04 -0.04 - 0.03 -0.02 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.04 0.06 0.07 0.09 0.10 0.12 0.14 0.15 0.17 0.17 0.15 0.13 0.11 0.10 0.08 0.06 0.04 0.03 0.01 0.01 0.01 0.00 0.00 0.00 0.00 Nelson- Bourdages Inc., P.S. 512 6th Street South,,quite 202 Kirkland, WA 98033 k. PACIFIC VIEW, BLDG B, ROOF JOIST J55 -14K3 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear K K 7 0.70 0.01 8 0.70 0.01 9 0.70 0.01 10 0.70 0.01 14 15- 16 1 2 3 4 5 6 7 8 9 10 15 1- 11 1 16 2- 11 1 -0.09 -0.09 -0.09 -0.09 -0.09 -0.09 -0.09 -0.09 -0.09 -0.09 17 3- 11 1 -0.65 18 3- 12 1 19 4- 12 1 -1.07 20 4- 13 1 21 5- 13 1 -1.65 22 6- 13 1 23 6- 14 1 -0.99 24 7- 14 1 25 7- 15 1 -0.58 26 8- 15 1 27 8- 16 1 -0.08 28 9- 16 1 29 10- 16 1 -0.40 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0.38 0.00 0.44 0.00 0.00 1.15 0.00 0.00 0.90 0.00 0.00 1.07 0.00 0.00 1.09 0.00 0.00 0.60 0.00 0.00 0.32 0.00 0.00 Job : 99055 Page: 11 Date: 9/15/99 File: Moment K -ft 0.00 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 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 0.00 NELSON - BOURDAGES, INC., P.S. Consulting Engineers Made By: LCC Date: 9/14/99 Job No.: 99055 Checked by: Date: Sheet No.: 512 8th Street South, Suite 202 iGrkland, WA 98034 (425) 827 -5995 Fax (425) 828 -4850 Description: TRUSS RETROFITTING Job Name: PACIFIC VIEW/BLDG B J54 -16K4 TOP CHORD IN COMPRESSION SECTION AREA A (in2)= MOMENT OF INERTIA I (1n4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr/Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) TOP ANGLE ITEM LEG -V LEG -H ROD TOTAL BOTTOM ANGLE ITEM LEG -V LEG -H ROD TOTAL C:. 1.398 0.184 2 0.362 50 43.04 107.0 0.402 25.40 35.51 SECTIONAL MODULUS S(In3)= BENDING MOMENT M (k -ft)= BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD P (kips)= STRESS COMBINATION Cm= EULER'S COMPRE. Pe (kips)= STRESS COMBINATION SECTIONAL PROPERTIES OF AN ELASTIC ANGLE WITH ROD AT LEG Bf (In) 1.5 Al 0.21 0.19 0.31 0.70 Tf (In) 0.137 Y1 0.75 0.069 0.450 0.44 BOTTOM CHORD IN TENSION SECTION AREA A (in2)= YIELD STRENGTH Fy (ksi)= ALLOWABLE LOAD Pt (kips) ROD d (in) 0.625 Aryl 0.15 0.01 0.14 0.30 DOUBLE A (in2) ANGLES 1.398 eI =YI -Ybar Ai"e1 0.31 0.02 -0.37 0.03 0.01 0.00 0 0.05 1.244 SECTIONAL MODULUS S(in3)= 50 BENDING MOMENT M (k -ft)= 37.31 BENDING STRESS fb (ksi)= ALLOWABLE STRESS Fb(ksi)= AXIAL LOAD Pt (kips)= STRESS COMBINATION Ix (1n4) S_bott (in3) 0.184 0.173 Ii II +Ai "e1^2 S_bott (1n3) 0.039 0.0588 0.000 0.0255 0.007 0.0075 0.046 0.0919 0.08633 0.2106 S_top (in3) 0.421 S_top (In3) SECTIONAL PROPERTIES OF AN ELASTIC ANGLE WITH ROD AT LEG Bf (in) Tf (In) ROD d (In) DOUBLE A (1n2) Ix (In4) S_bott (In3) 1.5 0.109 0.825 ANGLES 1.244 0.153 0.141 AI Yi ArYI ei=YI -Ybar Ai "ei ^2 II I1+Ai *ei ^2 S_bott (In3) 0.16 0.75 0.12 0.33 0.02 0.031 0.0486 0.15 0.055 0.01 -0.36 0.02 0.000 0.0202 0.31 0.422 0.13 0.00 0.00 0.007 0.0075 0.62 0.42 0.26 0 0.04 0.038 0.0764 0.07059 0.1825 S_top (in3) 0.365 S_top (In3) 0.421 0.32 ✓ 9.12 30 14.34 ✓ 0.708 1 112.7 0.752 0.365 0.25 ✓ 8.22 30 14.59,/ 0.665 NELSON - BOURDAGES, INC., P.S. Consulting Engineers Made By: LCC Date: 9114/99 Job No.: 99055 Checked by: Date: Sheet No.: 512 6th Street South, Suite 202 Kirkland, WA 98034 (425) 827 -5995 Fax (425) 828 -4850 Description: JOIST RETROFITTING Job Name: PACIFIC VIEW /BLDG B J54 -16K4 ORIGINAL SECTION TOP CHORD IN COMPRESSION, SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) DIAG. MEMBER IN COMPRESSION, SECTION AREA A (in2)= MOMENT OF INERTIA I (in4)= UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) LL1.5X0.137 0.784 0.169 2 0.464 50 51.69 107.0 0.483 24.08 18.88 BOTTOM CHORD IN TENSION, LL1.5X0.109 SECTION AREA A (in2)= 0.63 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 18.90 11/16 "D ROD 0.37 0.011 1.67 0.172 36 116.23 126.1 0.922 10.82 4:00 . ✓ 7331 DIAG. MEMBER IN TENSION, 11/16 "D ROD SECTION AREA A (in2)= 0.37 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 11.10 DIAG. MEMBER IN COMPRESSION, 9/16 "D ROD SECTION AREA A (in2)= 0.25 MOMENT OF INERTIA I (in4)= 0.0049 UNBRACED LENGTH L (ft)= 1.67 RADIUS OF SECTION r (in)= 0.140 YIELD STRENGTH Fy (ksi)= 50 KUr= 143.14 Cc= 107.0 KUr /Cc= 1.338 ALLOWABLE STRESS Fa (ksi) 7.29 ALLOWABLE LOAD Pa (kips) 1.82 END DIAG. MEMBER IN TENSION, 9/16 "D ROD SECTION AREA A (in2)= 0.25 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 7.50 7 a,�- t< DIAG. MEMBER IN COMPRESSION, 3 /4 "D ROD SECTION AREA A (in2)= 0.44 MOMENT OF INERTIA I (in4)= 0.0155 UNBRACED LENGTH L (ft)= RADIUS OF SECTION r (in)= YIELD STRENGTH Fy (ksi)= KUr= Cc= KUr /Cc= ALLOWABLE STRESS Fa (ksi) ALLOWABLE LOAD Pa (kips) 1.67 0.188 36 106.77 126.1 0.847 12.10 5.32 7 1. day END DIAG. MEMBER IN TENSION, 314 "D ROD SECTION AREA A (in2)= 0.44 YIELD STRENGTH Fy (ksi)= 50 ALLOWABLE LOAD Pt (kips) 13.20 NELSON -GOURD ES Consulting Engineers a Division of Poggemeyer Design Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made by G GG, id„te 13 ' / Job No. t l q © . b - Chec ed by Date Sheet N o. .ii ' —.� Description ,2 _. Job Name pocrIll, q(w ) mows( cii, u C W = S (""Y risk 1 L Project: PACIFIC VIEW J99044 JOIST CALCULATION ACCORDING TO SJI CODE ark • J54 (SHORT SPAN, Symmetrical, Parallel, Free ends) O O 4 C 1.1 2 Die: Components numbers canam m or pore 9 R N 1.2 3 1.3 )TAL LOAD ...: 547.00 lb /ft 4 N Project: PACIFIC VIEW J99044 • 03/19/99 ' 10:12:25 4 N kr U1 O� 1.4 1- 1.5 G 1.5 r t7 » -71 yf . i^P 2.1 \7' 2.2 (3 2.3 1� 2.4 IS 2.5 1 1 . I . I . 1 I I M f•1 (1 (°1 U11 Cn l U1 U? I I 1 i 16K4 DETAIL 4 N 77 y DEFLECTION U1 LOADING CONDITIONS 2.4 ( THE SHOWN VALUES ARE REAL ) kr 2.3 �J LIVE LOAD ..: 452.00 lb /ft Bridg.: 0 TCXL: Type: 0 TCXR: Type: 0 )L • 0'2 1/2 BLL: 0'4 BDR: 0'2 1/2 BLR: 0'4 :XL Type: 0 Dim: BCXR Type: 0 Dim: rpe L...: 0 Type R: 0 SL: SR: rpe L...: 0 Type R: 0 HL: HR: .lowed deflection under live load = 0.93 in (L/ 240) ticulated deflection under service live load = 0.60 in (L/ 372) List inertia = 80.61 in ^4 squired camber = 0.24 in Mark: J54 v_ !—g 4 N 1.2 Go 1 C/ 3 2.2 19 2.1 MI I ...r Col 6 Tag: 1 Left rojets no.: J99044 canamsoee 126 ( 22.59) / 136 ( 24.49) REQUIRED MATERIAL Project: PACIFIC VIEW J99044 03/19/99 = 10 :12:25 F O R C E S I N M E M B E R S [kips] (THE SHOWN FORCES ARE REALS) (Fy = 50 Ksi U /N) Left Reaction = 5.09/ 0.00 kips Right Reaction = REQUIRED WELD Tension Compres. x = tied at mid - length Slend. Util. Length Eff.Throat- Ea.Side Remarks r Chord 1 0.00 -8.67 LL 1.5 x .137 z 53 0.847 1' -5 3/4" 2 0.00 -7.95 do z 81 0.847 2' -0" 3 0.00 -13.14 do z 81 0.896 do 4 0.00 -16.61 x do xx 52 0.884 do 5 0.00 -18.34 x LL 1.5 x .137 xx 52 0.976 2' -0" tom Chord 1 0.00 0.00 LL 1.5 x .109 z 93 0.536 2' -5 3/4" 2 10.98 0.00 do z 81 0.747 2' -0" 3 15.31 0.00 do z 81 0.874 do 4 17.91 0.00 do z 81 0.947 do 5 18.77 0.00 LL 1.5 x .109 z 81 0.993 2' -0" 1 Diagonal 1 9.48 0.00 RD 11/16 (44) z 181 0.946 2' -8" .192 - 1 1/8" gonal Towards End 1 3.42 0.00 RD 11/16 (44) z 111 0.307 1' -8" .192 - 0 3/4" 2 2.05 0.00 RD 11 /16 (44) z 111 0.184 do .192 - 0 3/4" 3 1.59 0.00 RD 9/16 (36) z 135 0.213 1' -8" .178 - 0 3/4" gonal Towards Center 1 0.00 -4.79 RD 3/4 (48) z 101 0.752 1' -8" .200 - 0 3/4" 2 0.00 -3.42 RD 11/16 (44) z 111 0.754 do .192 - 0 3/4" 3 0.00 -2.05 RD 11/16 (44) z 111 0.452 do .192 - 0 3/4" 4 0.00 -1.59 RD 9/16 (36) z 135 0.782 1' -B" .178 - 0 3/4" !ondary Web Member 1 0.00 -1.18 RD 3/4 (48) z 101 0.185 1' -8" .200 - 0 3/4" BRIDGING 5.09/ 0.00 kips (Eff. depth = 15.16 in) rication code unless noted -LL e 2 angles short legs back to back, BL a 2 angles welded in box, BR o Round bar -U . 1 U profile, UU a 2 U profiles one inside the other, -CL o Crimped angle welding length of web members is calculated according to non continuous joints. is shorter for continuous Joints. Mark: J54 Kimura spacing between rows of bridging Laterals supports @ Top Chord: 10' -2 5/8" = => 1 Row(s) Minimum Deck (36 ") @ Bottom Chord: 16' -9 3/8" = => 1 Row(s) Minimum Acc. to the code 3ITION @ Top Chord @ Bottom Chord 9' -5 3/4" 9' -5 3/4" Designer: Pam Harvey Shop: Canam Sunnyside (Production) v3.6 . Nelson - Bourdages Inc., P.S. 512 6th Street South( quite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 < Envelope Section Forces > Section Memb Axial lc K 1 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L 2 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L 3 1 U L 2 U L 6.86 4.01 6.86 4.01 6.86 4.01 6.86 4.01 6.86 4.01 6.86 4.01 6.86 4.01 6.86 4.01 6.86 4.01 6.86 4.01 6.67 3.99 6.67 3.99 6.67 3.99 6.67 3.99 6.67 3.99 6.67 3.99 6.67 3.99 6.67 3.99 6.67 3.99 6.67 3.99 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 10.63 1 6.61 5 10.63 1 6.61 5 Shear lc K 0.59 0.30 0.51 0.27 0.44 0.24 0.37 0.21 0.30 0.18 0.22 0.14 0.15 0.09 0.10 0.03 0.05 -0.02 0.02 -0.08 0.18 0.04 0.08 0.00 0.00 -0.05 - 0.07 -0.12 -0.13 - 0.22 -0.17 - 0.32 -0.22 -0.41 - 0.26 - 0.51 -0.30 -0.61 -0.34 -0.71 1 5 1 5 1 5 1 5 1 5 1 3 1 3 4 3 4 3 5 3 1 5 3 5 3 4 3 1 5 1 5 1 5 1 5 1 5 1 5 1 0.57 1 0.27 5 0.47 1 0.23 5 Job : 99055 Page: 1 1S -r1- Date: 9/14/99 File: 16K4 Moment lc K -ft 0.00 1 0.00 1 - 0.05 5 -0.09 1 -0.09 5 -0.17 1 -0.13 5 -0.24 1 -0.16 5 -0.29 1 -0.18 5 -0.33 1 -0.21 5 -0.36 1 -0.22 5 - 0.38 1 -0.23 5 -0.39 1 -0.24 5 -0.38 1 -0.24 -0.38 -0.24 -0.41 -0.24 -0.42 -0.22 - 0.40 - 0.20 - 0.36 -0.16 -0.31 -0.12 -0.22 -0.07 - 0.12 0.01 -0.01 0.15 0.07 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 3 5 1 5 0.15 1 0.07 5 0.03 1 0.01 5 . Nelson - Bourdages Inc., P.S. 512 6th Street South,r^uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 < Envelope Section Forces > Section Memb Axial lc Shear lc Moment 1c K K K -ft 3 U 10.63 1 0.37 1 -0.04 5 L 6.61 5 0.18 5 -0.06 1 4 U 10.63 1 0.27 1 -0.07 5 L 6.61 5 0.14 5 -0.13 1 5 U 10.63 1 0.18 1 -0.10 5 L 6.61 5 0.10 5 -0.18 1 6 U 10.63 1 0.08 1 -0.12 5 L 6.61 5 0.05 3 -0.21 1 7 U 10.63 1 0.01 5 -0.12 5 L 6.61 5 -0.03 3 -0.22 1 8 U 10.63 1 -0.03 5 -0.12 5 L 6.61 5 -0.12 1 -0.20 1 9 U 10.63 1 -0.07 5 -0.10 3 L 6.61 5 -0.22 1 -0.16 1 10 U 10.63 1 -0.11 5 -0.05 3 L 6.61 5 -0.32 1 -0.12 4 4 1 U 13.16 1 0.43 1 -0.05 3 L 8.29 3 0.18 5 -0.12 4 2 U 13.16 1 0.33 1 -0.12 3 L 8.29 3 0.14 5 -0.19 1 3 U 13.16 1 0.23 1 -0.15 5 L 8.29 3 0.10 5 -0.25 1 4 U 13.16 1 0.14 1 -0.17 5 L 8.29 3 0.06 5 -0.29 1 5 U 13.16 1 0.04 1 -0.18 5 L 8.29 3 0.01 5 -0.31 1 6 U 13.16 1 -0.03 5 -0.18 5 L 8.29 3 -0.06 1 -0.31 1 7 U 13.16 1 -0.07 5 -0.17 5 L 8.29 3 -0.16 1 -0.28 1 8 U 13.16 1 -0.11 5 -0.15 5 L 8.29 3 -0.26 1 -0.24 1 9 U 13.16 1 -0.16 5 -0.10 3 L 8.29 3 -0.36 1 -0.17 1 10 U 13.16 1 -0.20 5 -0.04 3 L 8.29 3 -0.45 1 -0.10 4 5 1 U 14.34 1 0.47 1. -0.04 3 L 8.69 3 0.22 5 -0.10 4 2 U 14.34 1 0.37 1 -0.11 3 L 8.69 3 0.17 5 -0.17 1 3 U 14.34 1 0.27 1 -0.15 5 L 8.69 3 0.13 5 -0.24 1 4 U 14.34 1 0.17 1 -0.18 5 L 8.69 3 0.09 5 -0.29 1 Job : 99055 Page: 2 Date: 9/14/99 File: 16K4 Nelson- Bourdages Inc., P.S. 512 6th Street South 'uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Section Memb Axial lc K 14.34 1 8.69 3 14.34 1 8.69 3 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L 6 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L 7 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 14.34 1 8.69 3 14.34 1 8.69 3 14.34 1 8.69 3 14.34 1 8.69 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 14.17 1 8.07 3 13.96 4 6.46 3 13.96 4 6.46 3 13.96 4 6.46 3 13.96 4 6.46 3 13.96 4 6.46 3 13.96 4 6.46 3 < Envelope Section Forces > Shear is K 0.07 1 0.05 3 0.00 5 - 0.03 3 -0.04 5 -0.12 1 -0.08 5 -0.22 1 -0.12 5 - 0.32 1 -0.16 5 -0.42 1 0.41 1 0.18 5 0.31 1 0.13 5 0.22 1 0.09 5 0.12 1 0.05 5 0.02 1 0.01 5 - 0.04 5 -0.08 1 -0.08 5 -0.18 1 -0.12 5 - 0.27 1 - 0.16 5 -0.37 1 -0.20 5 -0.47 1 0.46 1 0.26 5 0.36 1 0.22 5 0.27 1 0.17 3 0.17 4 0.10 3 0.11 4 0.02 3 0.05 5 -0.05 3 Job : 99055 Page: 3 Date: 9/14/99 File: 16K4 Moment lc K -ft - 0.19 5 -0.32 1 -0.20 5 - 0.32 1 -0.19 5 - 0.31 1 -0.17 3 - 0.27 1 - 0.12 3 -0.21 1 - 0.06 3 -0.16 4 -0.06 3 -0.16 4 - 0.12 3 -0.21 4 -0.16 3 -0.27 1 - 0.19 3 -0.30 1 - 0.20 3 -0.32 1 -0.20 3 -0.31 1 - 0.17 3 - 0.28 1 - 0.14 3 -0.23 1 -0.08 3 - 0.18 4 -0.01 3 - 0.12 4 -0.01 3 -0.12 4 -0.07 3 -0.19 4 -0.12 3 -0.25 4 -0.15 3 - 0.29 4 -0.16 3 -0.32 4 -0.16 3 -0.34 4 • Nelson - Bourdages Inc., P.S. 512 6th Street South,'uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 • < Envelope Section Forces > Section Memb Axial lc Shear is Moment lc K K K -ft 7 U 13.96 4 0.01 5 -0.14 3 L 6.46 3 -0.13 1 -0.34 4 8 U 13.96 4 -0.03 5 -0.10 3 L 6.46 3 -0.22 1 -0.33 4 9 U 13.96 4 -0.08 5 -0.05 3 L 6.46 3 -0.32 1 -0.31 4 10 U 13.96 4 -0.12 5 0.02 3 L 6.46 3 -0.42 1 -0.27 4 8 1 U 11.48 4 0.20 3 0.02 3 L 4.72 3 -0.06 5 -0.27 4 2 U 11.48 4 0.15 3 -0.02 3 L 4.72 3 -0.08 5 -0.26 4 3 U 11.48 4 0.10 3 -0.05 3 L 4.72 3 -0.10 5 -0.25 4 4 U 11.48 4 0.05 3 -0.07 3 L 4.72 3 -0.12 5 -0.23 4 5 U 11.48 4 0.00 3 -0.07 3 L 4.72 3 -0.15 4 -0.20 4 6 U 11.48 4 -0.05 3 -0.07 3 L 4.72 3 -0.19 4 -0.16 4 7 U 11.48 4 -0.10 3 -0.05 3 L 4.72 3 -0.23 4 -0.12 4 8 U 11.48 4 -0.15 3 -0.02 3 L 4.72 3 -0.27 4 -0.06 4 9 U 11.48 4 -0.20 3 .0.02 1 L 4.72 3 -0.34 1 0.00 5 10 U 11.48 4 -0.23 5 0.10 1 L 4.72 3 -0.40 1 0.04 5 Job : 99055 Page: 4 V-44) Date: 9/14/99 File: 16K4 9 1 U 6.69 4 0.53 1 0.10 1 L 2.99 3 0.27 5 0.04 5 2 U 6.69 4 0.46 1 -0.01 3 L 2.99 3 0.25 5 -0.01 5 3 U 6.69 4 0.39 1 -0.07 3 L 2.99 3 0.23 5 -0.11 1 4 U 6.69 4 0.33 1 -0.11 3 L 2.99 3 0.19 3 -0.19 1 5 U 6.69 4 0.27 4 -0.15 3 L 2.99 3 0.14 3 -0.25 1 6 U 6.69 4 0.23 4 -0.18 3 L 2.99 3 0.09 3 -0.30 1 7 U 6.69 4 0.19 4 -0.19 3 L 2.99 3 0.04 3 -0.34 1 8 U 6.69 4 0.15 4 -0.19 3 L 2.99 3 -0.01 3 -0.37 4 . Nelson - Bourdages Inc., P.S. 512 6th Street Sout Suite 202 Kirkland, WA 98033k- PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Memb Section < Envelope Section Forces > Axial lc Shear lc Moment lc K K K -ft 9 U 6.69 4 0.12 5 -0.19 3 L 2.99 3 -0.06 3 -0.40 4 10 U 6.69 4 0.10 5 -0.17 3 L 2.99 3 -0.11 3 -0.42 4 10 1 U 6.51 4 0.05 3 -0.17 3 L 3.12 3 -0.16 5 -0.42 4 2 U 6.51 4 0.02 3 -0.17 3 L 3.12 3 -0.18 4 -0.39 4 3 U 6.51 4 -0.02 3 -0.17 3 L 3.12 3 -0.21 4 -0.36 4 4 U 6.51 4 -0.06 3 -0.17 3 L 3.12 3 -0.24 4 -0.32 4 5 U 6.51 4 -0.09 3 -0.15 3 L 3.12 3 -0.27 4 -0.28 4 6 U 6.51 4 -0.13 3 -0.13 3 L 3.12 3 -0.30 4 -0.24 1 7 U 6.51 4 -0.17 3 -0.11 3 L 3.12 3 -0.33 4 -0.19 1 8 U 6.51 4 -0.21 3 -0.08 3 L 3.12 3 -0.36 1 -0.14 1 9 U 6.51 4 -0.24 3 -0.04 3 L 3.12 3 -0.41 1 -0.07 1 10 U 6.51 4 -0.28 3 0.00 1 L 3.12 3 -0.46 1 0.00 2 11 1 U -5.54 5 0.11 1 0.00 1 L -9.15 1 0.06 5 0.00 1 2 U -5.54 5 0.11 1 -0.01 5 L -9.15 1 0.06 5 -0.02 1 3 U -5.54 5 0.11 1 -0.03 5 L -9.15 1 0.06 5 -0.05 1 4 U -5.54 5 0.11 1 -0.04 5 L -9.15 1 0.06 5 -0.07 1 5 U -5.54 5 0.11 1 -0.06 5 L -9.15 1 0.06 5 -0.10 1 6 U -5.54 5 0.11 1 -0.07 5 L -9.15 1 0.06 5 -0.12 1 7 U -5.54 5 0.11 1 -0.09 5 L -9.15 1 0.06 5 -0.15 1 8 U -5.54 5 0.11 1 -0.10 5 L -9.15 1 0.06 5 -0.17 1 9 U -5.54 5 0.11 1 -0.12 5 L -9.15 1 0.06 5 -0.19 1 10 U -5.54 5 0.11 1 - 0.13 5 L -9.15 1 0.06 5 -0.22 1 Job : 99055 Page: 5 Z'S 6z. Date: 9/14/99 File: 16K4 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Section Memb Axial lc K 12 1 U -7.73 5 L -12.19 1 2 U -7.73 5 L -12.19 1 3 U -7.73 5 L -12.19 1 4 U -7.73 5 L -12.19 1 5 U -7.73 5 L -12.19 1 6 U -7.73 5 L -12.19 1 7 U -7.73 5 L -12.19 1 8 U -7.73 5 L -12.19 1 9 U -7.73 5 L -12.19 1 10 U -7.73 5 L -12.19 1 13 1 U -8.76 3 L -14.12 1 2 U -8.76 3 L -14.12 1 3 U -8.76 3 L -14.12 1 4 U -8.76 3 L -14.12 1 5 U -8.76 3 L -14.12 1 6 U -8.76 3 L -14.12 1 7 U -8.76 3 L -14.12 1 8 U -8.76 3 L -14.12 1 9 U -8.76 3 L -14.12 1 10 U -8.76 3 L -14.12 J . 14 1 U -8.63 3 L -14.59 1 Nelson - Bourdages Inc., P.S. 512 6th Street Sout suite 202 Kirkland, WA 98033‘' < Envelope Section Forces > Shear lc K 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 0.00 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.01 0.02 0.01 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 0.01 4 -0.01 3 Job : 99055. Page: 6 /5-43 Date: 9/14/99 File: 16K4 Moment lc K -ft -0.13 - 0.22 -0.13 -0.22 -0.13 -0.22 -0.13 -0.22 -0.13 -0.22 -0.13 -0.22 -0.13 -0.22 -0.14 - 0.22 -0.14 -0.22 -0.14 -0.22 - 0.14 -0.22 -0.14 -0.23 - 0.14 -0.23 -0.15 -0.23 -0.15 -0.24 -0.15 - 0.24 -0.16 -0.24 - 0.16 -0.25 - 0.16 - 0.25 -0.16 - 0.26 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1' 5 1 5 1 3 1 3 1 3 1 3 1 3 1 -0.16 3 - 0.26 1 Nelson - Bourdages Inc., P.S. Job : 99055 512 6th Street South( Suite 202 { Page: 7 Kirkland, WA 98033" Date: 9/14/99 File: 16K4 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 < Envelope Section Forces > Section Memb Axial lc Shear lc Moment lc K K K -ft 2 U -8.63 3 0.01 4 -0.16 3 L -14.59 1 -0.01 3 -0.26 1 3 U -8.63 3 0.01 4 -0.16 3 L -14.59 1 -0.01 3 -0.26 1 4 U -8.63 3 0.01 4 -0.16 3 L -14.59 1 -0.01 3 -0.25 1 5 U -8.63 3 0.01 4 -0.16 3 L -14.59 1 -0.01 3 -0.25 1 6 U -8.63 3 .0.01 4 -0.15 3 L -14.59 1 -0.01 3 -0.25 1 7 U -8.63 3 0.01 4 -0.15 3 L -14.59 1 -0.01 3 -0.25 1 8 U -8.63 3 0.01 4 -0.15 3 L -14.59 1 -0.01 3 -0.25 1 9 U -8.63 3 0.01 4 -0.15 3 L -14.59 1 -0.01 3 -0.25 1 10 U -8.63 3 0.01 4 -0.15 3 L -14.59 1 -0.01 3 -0.25 1 15 1 U -7.53 3 0.02 5 -0.15 3 L -14.28 4 -0.03 3 -0.25 1 2 U -7.53 3 0.02 5 -0.14 3 L -14.28 4 -0.03 3 -0.25 1 3 U -7.53 3 0.02 5 -0.14 3 L -14.28 4 -0.03 3 -0.25 4 4 U -7.53 3 0.02 5 -0.13 3 L -14.28 4 -0.03 3 -0.25 4 5 U -7.53 3 0.02 5 -0.12 3 L -14.28 4 -0.03 3 -0.25 4 6 U -7.53 3 0.02 5 -0.12 3 L -14.28 4 -0.03 3 -0.25 4 7 U -7.53 3 0.02 5 -0.11 3 L -14.28 4 -0.03 3 -0.26 4 8 U -7.53 3 0.02 5 -0.10 3 L -14.28 4 -0.03 3 -0.26 4 9 U -7.53 3 0.02 5 -0.10 3 L -14.28 4 -0.03 3 -0.26 4 10 U -7.53 3 0.02 5 -0.09 3 L -14.28 4 -0.03 3 -0.27 4 16 1 U -5.37 3 0.00 3 L -13.66 4 -0.01 4 2 U -5.37 3 0.00 3 L -13.66 4 -0.01 4 3 U -5.37 3 0.00 3 L -13.66 4 -0.01 4 -0.09 3 -0.27 4 - 0.09 3 -0.26 4 -0.09 3 - 0.26 4 • Nelson - Bourdages Inc., P.S. 512 6th Street South( iuite 202 Kirkland, WA 98033' PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Section Memb Axial lc K 4 U -5.37 3 L -13.66 4 5 U -5.37 3 L -13.66 4 6 U -5.37 3 L -13.66 4 7 U -5.37 3 L -13.66 4 8 U -5.37 3 -13.66 4 9 U -5.37 3 L -13.66 4 10 U -5.37 3 L -13.66 4 17 1 U L 2 U L 3 U L 4 U L 5 U L 6 U L 7 U L 8 U L 9 U L 10 U L -4.09 3 -9.39 4 -4.09 3 -9.39 4 - 4.09 3 -9.39 4 -4.09 3 -9.39 4 -4.09 3 - 9.39 4 -4.09 3 -9.39 4 -4.09 3 -9.39 4 -4.09 3 -9.39 4 -4.09 3 -9.39 4 -4.09 3 -9.39 4 18 1 U -4.50 5 L -7.70 1 19 1 U 0.31 1 L 0.02 5 20 1 U 4.01 1 L 2.50 5 21 1 U -1.41 3 L -2.38 1 22 1 U 2.51 1 L 1.50 3 < Envelope Section Forces > Shear lc K 0.00 3 - 0.01 4 0.00 3 -0.01 4 0.00 3 - 0.01 4 0.00 3 - 0.01 4 0.00 3 -0.01 4 0.00 3 -0.01 4 0.00 3 -0.01 4 -0.04 3 - 0.12 4 -0.04 3 - 0.12 4 -0.04 3 -0.12 4 - 0.04 3 -0.12 4 - 0.04 3 -0.12 4 -0.04 3 -0.12 4 - 0.04 3 -0.12 4 - 0.04 3 - 0.12 4 - 0.04 3 -0.12 4 - 0.04 3 - 0.12 4 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 Job : 99055 Page: 8 �S - fir Date: 9/14/99 File: 16K4 Moment lc K -ft -0.09 3 - 0.26 4 - 0.09 3 -0.26 4 -0.09 3 - 0.25 4 -0.09 3 -0.25 4 -0.09 3 - 0.25 4 -0.08 3 -0.25 4 -0.08 3 - 0.25 4 -0.08 3 -0.25 4 -0.07 3 - 0.22 4 -0.06 3 -0.19 4 -0.06 3 -0.16 4 -0.05 3 - 0.14 4 -0.04 3 -0.11 4 -0.03 3 -0.08 4 -0.02 3 -0.05 4 -0.01 3 -0.03 4 0.00 1 0.00 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 • Nelson - Bourdages Inc., P.S. 512 6th Street South( 3uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 < Envelope Section Forces > Section Memb Axial lc Shear lc Moment lc K K K -ft 23 1 U -0.77 3 0.00 1 0.00 1 L -1.78 4 0.00 1 0.00 1 24 1 U 1.76 4 0.00 1 0.00 1 L 0.76 3 0.00 1 0.00 1 25 1 U 0.11 3 0.00 1 0.00 1 L -0.99 4 0.00 1 0.00 1 26 1 U 1.00 4 0.00 1 0.00 1 L -0.09 3 0.00 1 0.00 1 27 1 U 0.90 3 0.00 1 0.00 1 L -0.45 5 0.00 1 0.00 1 28 1 U 0.44 5 0.00 1 0.00 1 L -0.87 3 0.00 1 0.00 1 29 1 U 1.84 1 0.00 1 0.00 1 L 0.16 5 0.00 1 0.00 1 30 1 U -0.12 5 0.00 1 0.00 1 L -1.85 1 0.00 1 0.00 1 31 1 U 3.51 4 0.00 1 0.00 1 L 1.06 3 0.00 1 0.00 1 32 1 U -1.01 3 0.00 1 0.00 1 L -3.37 4 0.00 1 0.00 1 33 1 U 4.35 4 0.00 1 0.00 1 L 1.76 3 0.00 1 0.00 1 34 1 U 0.21 3 0.00 1 0.00 1 L -0.34 5 0.00 1 0.00 1 35 1 U -3.50 3 0.00 1 0.00 1 L -7.31 4 0.00 1 0.00 1 Job : 99055 Page: 11 Date: 9/14/99 File: 16K4 NELSON- BOURDAVES Consulting Engineers nDivisionorPoggemeyerDesignGroup ,Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.4850 Ma.e.y L G� ' .etc 71 is I l Job No. G�(,j 4 I ! �� Checked by Date Sheet No. !�-7 A / Description e'er% Job Name ?ktif, L yr /fit -zr i 6 KI PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Member 1 2 2- 3 1 2 3 4 5 6 7 8 9 10 3 3- 4 1 2 3 4 5 6 7 8 9 10 4 4- 5 1 2 3 4 5 6 7 8 9 10 w Nelson - Bourdages Inc., P.S. 512 6th Street South ( quite 202 Kirkland, WA 98033 < Member Section Forces, LC 1 : DEAD +LIVE > Joints Section I - J Axial Shear K K 1- 2 1 2 3 4 5 6 7 8 9 10 6.86 6.86 6.86 6.86 6.86 6.86 6.86 6.86 6.86 6.86 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 6.67 10.63 10.63 10.63 10.63 10.63 10.63 10.63 10.63 10.63 10.63 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 0.59 0.51 0.44 0.37 0.30 0.22 0.15 0.08 0.01 - 0.07 0.18 0.08 -0.02 -0.12 -0.22 -0.32 -0.41 -0.51 - 0.61 - 0.71 0.57 0.47 0.37 0.27 0.18 0.08 -0.02 - 0.12 - 0.22 -0.32 0.43 0.33 0.23 0.14 0.04 -0.06 - 0.16 -0.26 - 0.36 -0.45 5 5- 6 1 14.34 0.47 2 14.34 0.37 Job : 99055 Page: 1 Date: 9/15/99 File: 16K4 Moment K- ft 0.00 - 0.09 -0.17 -0.24 -0.29 -0.33 - 0.36 -0.38 - 0.39 -0.38 - 0.38 -0.41 - 0.42 - 0.40 -0.36 -0.31 -0.22 -0.12 0.00 0.15 0.15 0.03 -0.06 -0.13 -0.18 -0.21 -0.22 -0.20 -0.16 -0.10 - 0.10 -0.19 -0.25 - 0.29 -0.31 - 0.31 - 0.28 - 0.24 -0.17 -0.08 -0.08 - 0.17 • Nelson - Bourdages Inc., P.S. - 512 6th Street South,('uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 9- 10 1 2 3 4 3 4 5 6 7 8 9 10 6 6- 7 1 2 3 4 5 6 7 8 9 10 7 7- 8 1 2 3 4 5 6 7 8 9 10 8 8- 9 1 2 3 4 5 6 7 8 9 10 14.34 14.34 14.34 14.34 14.34 14.34 14.34 14.34 14.17 14.17 14.17 14.17 14.17 14.17 14.17 14.17 14.17 14.17 12.63 12.63 12.63 12.63 12.63 12.63 12.63 12.63 12.63 12.63 9.85 9.85 9.85 9.85 9.85 9.85 9.85 9.85 9.85 9.85 5.97 5.97 5.97 5.97 < Member Section Forces, LC 1 : DEAD +LIVE > Member Joints Section I - J Axial Shear K K 0.27 0.17 0.07 -0.03 - 0.12 -0.22 - 0.32 -0.42 0.41 0.31 0.22 0.12 0.02 -0.08 - 0.18 - 0.27 -0.37 -0.47 0.46 0.36 0.27 0.17 0.07 -0.03 - 0.13 -0.22 - 0.32 -0.42 0.20 0.13 0.06 0.00 -0.07 -0.14 -0.20 -0.27 - 0.34 - 0.40 0.53 0.46 0.39 0.33 Job : 99055 Page: 2 3C -,40 Date: 9/15/99 File: 16K4 Moment K -ft - 0.24 - 0.29 -0.32 -0.32 -0.31 -0.27 -0.21 -0.13 - 0.13 -0.21 -0.27 - 0.30 -0.32 -0.31 -0.28 - 0.23 -0.16 -0.07 - 0.07 -0.16 -0.23 -0.28 -0.30 -0.31 - 0.29 - 0.25 - 0.19 -0.11 -0.11 -0.15 -0.17 - 0.17 -0.17 - 0.14 - 0.10 - 0.05 0.02 0.10 0.10 -0.01 -0.11 - 0.19 • Nelson - Bourdages Inc., P.S. 512 6th Street South ('uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 12 13- 14 1 -12.19 0.00 2 -12.19 0.00 3 -12.19 0.00 4 -12.19 0.00 5 -12.19 0.00 6 -12.19 0.00 7 -12.19 0.00 8 -12.19 0.00 9 -12.19 0.00 10 -12.19 0.00 13 14- 15 1 -14.12 2 -14.12 3 -14.12 4 -14.12 5 -14.12 6 -14.12 Job : 99055 Page: 3 Date: 9/15/99 File: 16K4 < Member Section Forces, LC 1 : DEAD +LIVE > Member Joints Section I - J Axial Shear Moment K K K -ft 5 5.97 0.26 -0.25 6 5.97 0.19 -0.30 7 5.97 0.13 -0.34 8 5.97 0.06 -0.36 9 5.97 -0.01 -0.36 10 5.97 -0.07 -0.35 10 10- 11 1 6.02 -0.02 -0.35 2 6.02 -0.07 -0.35 3 6.02 -0.12 -0.33 4 6.02 -0.17 -0.31 5 6.02 -0.21 -0.28 6 6.02 -0.26 -0.24 7 6.02 -0.31 -0.19 8 6.02 -0.36 -0.14 9 6.02 -0.41 -0.07 10 6.02 -0.46 0.00 11 12- 13 1 -9.15 0.11 0.00 2 -9.15 0.11 -0.02 3 -9.15 0.11 -0.05 4 -9.15 0.11 -0.07 5 -9.15 0.11 -0.10 6 -9.15 0.11 -0.12 7 -9.15 0.11 -0.15 8 -9.15 0.11 -0.17 9 -9.15 0.11 -0.19 10 -9.15 0.11 -0.22 0.02 0.02 0.02 0.02 0.02 0.02 -0.22 -0.22 - 0.22 - 0.22 -0.22 - 0.22 -0.22 - 0.22 -0.22 - 0.22 -0.22 -0.23 -0.23 - 0.23 -0.24 -0.24 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 • Nelson - Bourdages Inc., P.S. 512 6th Street South,( 'rite 202 Kirkland, WA 98033 Job : 99055 Page: 4 Date: 9/15/99 File: 16K4 < Member Section Forces, LC 1 : DEAD +LIVE > Member Joints Section I - J Axial Shear Moment K K K -ft 7 -14.12 0.02 -0.24 8 -14.12 0.02 -0.25 9 -14.12 0.02 -0.25 10 -14.12 0.02 -0.26 14 15- 16 1 -14.59 0.00 -0.26 2 -14.59 0.00 -0.26 3 -14.59 0.00 -0.26 4 -14.59 0.00 -0.25 5 -14.59 0.00 -0.25 6 -14.59 0.00 -0.25 7 -14.59 0.00 -0.25 8 -14.59 0.00 -0.25 9 -14.59 0.00 -0.25 10 -14.59 0.00 -0.25 15 16- 17 1 -13.77 -0.02 -0.25 2 -13.77 -0.02 -0.25 3 -13.77 -0.02 -0.24 4 -13.77 -0.02 -0.24 5 -13.77 -0.02 -0.23 6 -13.77 -0.02 -0.23 7 -13.77 -0.02 -0.23 8 -13.77 -0.02 -0.22 9 -13.77 -0.02 -0.22 10 -13.77 -0.02 -0.21 16 17- 18 1 -11.48 -0.01 -0.21 2 -11.48 -0.01 -0.21 3 -11.48 -0.01 -0.21 4 -11.48 -0.01 -0.21 5 -11.48 -0.01 -0.20 6 • -11.48 -0.01 -0.20 7 -11.48 -0.01 -0.20 8 -11.48 -0.01 -0.20 9 -11.48 -0.01 -0.20 10 -11.48 -0.01 -0.19 17 18- 19 1 -8.28 -0.10 -0.19 2 -8.28 -0.10 -0.17 3 -8.28 -0.10 -0.15 4 -8.28 -0.10 -0.13 5 -8.28 -0.10 -0.11 6 -8.28 -0.10 -0.09 7 -8.28 -0.10 -0.06 8 -8.28 -0.10 -0.04 • Nelson - Bourdages Inc., P.S. 512 6th Street South,('uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 18 1- 12 1 -7.70 19 2- 12 1 0.31 20 3- 12 1 4.01 21 3- 13 1 -2.38 22 4- 13 1 2.51 23 4- 14 1 -1.56 24 5- 14 1 1.54 25 5- 15 1 -0.37 26 6- 15 1 0.39 27 6- 16 1 0.67 28 7- 16 1 -0.64 29 7- 17 1 1.84 30 8- 17 1 -1.85 31 8- 18 1 2.64 32 9- 18 1 -2.53 33 9- 19 1 3.71 34 10- 19 1 0.07 35 11- 19 1 -6.75 Job : 99055 Page: 5 .jS-7z Date: 9/15/99 File: 16K4 < Member Section Forces, LC 1 : DEAD +LIVE > Member Joints Section I - J Axial Shear Moment K K K -ft 9 -8.28 -0.10 -0.02 10 -8.28 -0.10 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 0.00 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 NELSON- BOURDA tiS Consulting Engineers a Division ofPoggemeyerDesign Croup, Inc. 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827.5995 • FAX (425) 828.48 Made by L 66-• ..A., 7/ iggq . / ( 7 Job No. G;gt) / . Checked b y Date Shee No. ---ijo Description - e r . ) .t �7pA• Job Name f, L vrio /i3,1 .1;7 _ t & i 1 ' < Member Section Forces, LC 4 : 0.75(DL +LL /2 +W) > Joints Sect' 1 I - J k, Axial Shear C. - K K Member 1 1- 2 1 2 3 4 5 6 7 8 9 10 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 0.43 0.38 0.34 0.29 0.24 0.20 0.15 0.10 0.05 0.01 Moment K -ft 0.00 - 0.07 - 0.13 - 0.18 - 0.22 -0.26 -0.28 - 0.31 - 0.32 -0.32 2 2- 3 1 5.46 0.07 -0.32 2 5.46 0.01 -0.33 3 5.46 -0.05 -0.33 4 5.46 -0.12 -0.31 5 5.46 -0.18 -0.28 6 5.46 -0.24 -0.23 7 5.46 -0.31 -0.17 8 5.46 -0.37 -0.09 9 5.46 -0.43 -0.01 10 5.46 -0.49 0.10 3 3- 4 1 8.96 0.39 0.10 2 8.96 0.33 0.02 • Nelson - Bourdages Inc., P.S. 512 6th Street South, uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Job : 99055 Page: 10 Date: 9/15/99 File: 16K4 < Member Section Forces, LC 4 : 0.75(DL +LL /2 +W) > Member Joints Section I - J Axial Shear Moment K K K -ft 3 8.96 0.26 -0.05 4 8.96 0.20 -0.10 5 8.96 0.14 -0.14 6 8.96 0.07 -0.16 7 8.96 0.01 -0.17 8 8.96 -0.05 -0.17 9 8.96 -0.11 -0.15 10 8.96 -0.18 -0.12 4 4- 5 1 11.54 0.27 -0.12 2 11.54 0.21 -0.17 3 11.54 0.15 -0.21 4 11.54 0.08 -0.24 5 11.54 0.02 -0.25 6 11.54 -0.04 -0.24 7 11.54 -0.11 -0.23 8 11.54 -0.17 -0.20 9 11.54 -0.23 -0.15 10 11.54 -0.29 -0.10 5 5- 6 1 13.25 0.32 -0.10 2 13.25 0.25 -0.16 3 13.25 0.19 -0.21 4 13.25 0.13 -0.24 5 13.25 0.06 -0.26 6 13.25 0.00 -0.27 7 13.25 -0.06 -0.26 8 13.25 -0.13 -0.24 9 13.25 -0.19 -0.21 10 13.25 -0.25 -0.16 6 6- 7 1 14.08 0.26 -0.16 2 14.08 0.20 -0.21 3 14.08 0.14 -0.25 4 14.08 0.07 -0.27 5 14.08 0.01 -0.28 6 14.08 -0.05 -0.28 7 14.08 -0.11 -0.26 8 14.08 -0.18 -0.22 9 14.08 -0.24 -0.18 10 14.08 -0.30 -0.12 7- 8 1 13.96 0.36 -0.12 2 13.96 0.30 -0.19 3 13.96 0.23 -0.25 4 13.96 0.17 -0.29 • Nelson - Bourdages Inc., P.S. 512 6th Street South, 'uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Job : 99055 Page: 11 -Z � - Date: 9/15/99 File: 16K4 < Member Section Forces, LC 4 : 0.75(DL +LL /2 +W) > Member Joints Section I - J Axial Shear Moment K K K -ft 5 13.96 0.11 -0.32 6 13.96 0.04 -0.34 7 13.96 -0.02 -0.34 8 13.96 -0.08 -0.33 9 13.96 -0.15 -0.31 10 13.96 -0.21 -0.27 8 8- 9 1 11.48 0.01 -0.27 2 11.48 -0.03 -0.26 3 11.48 -0.07 -0.25 4 11.48 -0.11 -0.23 5 11.48 -0.15 -0.20 6 11.48 -0.19 -0.16 7 11.48 -0.23 -0.12 8 11.48 -0.27 -0.06 9 11.48 -0.31 0.00 10 11.48 -0.35 0.08 9 9- 10 1 6.69 0.43 0.08 2 6.69 0.39 -0.01 3 6.69 0.35 -0.10 4 6.69 0.31 -0.17 5 6.69 0.27 -0.23 6 6.69 0.23 -0.29 7 6.69 0.19 -0.33 8 6.69 0.15 -0.37 9 6.69 0.11 -0.40 10 6.69 0.07 -0.42 10 10- 11 1 6.51 -0.15 -0.42 2 6.51 -0.18 -0.39 3 6.51 -0.21 -0.36 4 6.51 -0.24 -0.32 5 6.51 -0.27 -0.28 6 6.51 -0.30 -0.23 7 6.51 -0.33 -0.18 8 6.51 -0.36 -0.13 9 6.51 -0.38 -0.07 10 6.51 -0.41 0.00 11 12- 13 1 -7.56 0.09 0.00 2 -7.56 0.09 -0.02 3 -7.56 0.09 -0.04 4 -7.56 0.09 -0.06 5 -7.56 0.09 -0.08 6 -7.56 0.09 -0.10 Nelson- Bourdages Inc., P.S. 512 6th Street South,( uite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 < Member Section Forces, LC 4 : 0.75(DL +LL /2 +W) > Member Joints Section I - J Axial Shear K K 7 -7.56 0.09 8 -7.56 0.09 9 -7.56 0.09 10 -7.56 0.09 12 13- 14 1 2 3 4 5 6 7 8 9 10 13 14- 15 1 2 3 4 5 6 7 8 9 10 14 15- 16 1 2 3 4 5 6 7 8 9 10 15 16- 17 1 2 3 4 5 6 7 8 .... V.J Y ✓ a. v... -10.43 - 10.43 - 10.43 - 10.43 -10.43 -10.43 -10.43 -10.43 -10.43 -10.43 -12.63 -12.63 -12.63 -12.63 -12.63 - 12.63 -12.63 -12.63 -12.63 -12.63 -13.87 -13.87 -13.87 -13.87 -13.87 -13.87 -13.87 - 13.87 -13.87 -13.87 -14.28 - 14.28 -14.28 -14.28 - 14.28 -14.28 -14.28 -14.28 • Job : 99055 Page: 12 Date: 9/15/99 .T‘-r7-7 File: 16K4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 Moment K -ft -0.12 -0.14 -0.16 -0.18 -0.18 -0.18 -0.18 -0.18 - 0.18 -0.18 -0.18 -0.18 -0.18 -0.19 - 0.19 -0.19 -0.19 -0.20 - 0.20 -0.21 -0.21 -0.22 -0.22 -0.22 -0.22 -0.23 - 0.23 -0.23 -0.23 -0.23 -0.23 -0.24 -0.24 -0.24 -0.24 -0.24 -0.25 -0.25 -0.25 -0.25 -0.26 -0.26 ' Nelson - Bourdages Inc., P.S. 512 6th Street South,( rite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 < Member Section Forces, Member Joints Section I - J Axial K 9 -14.28 10 -14.28 16 17- 18 1 2 3 4 5 6 7 8 9 10 17 18- 19 1 2 3 4 5 6 7 8 9 10 - 13.66 - 13.66 -13.66 -13.66 -13.66 - 13.66 -13.66 - 13.66 -13.66 - 13.66 - 9.39 - 9.39 - 9.39 -9.39 -9.39 -9.39 - 9.39 -9.39 -9.39 -9.39 18 1- 12 1 -6.19 19 2- 12 1 0.08 20 3- 12 1 3.38 21 3- 13 1 -2.25 22 4- 13 1 2.36 23 4- 14 1 -1.78 24 5- 14 1 1.76 25 5- 15 1 -0.99 26 6- 15 1 1.00 27 6- 16 1 -0.34 28 7- 16 1 0.33 29 7- 17 1 0.51 30 8- 17 1 -0.49 LC 4 : 0.75(DL +LL /2 +W) > Shear K 0.01 0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 - 0.01 -0.12 -0.12 - 0.12 -0.12 -0.12 -0.12 - 0.12 -0.12 -0.12 -0.12 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 Job : 99055 Page: 13 Date: 9/15/99 File: 16K4 Moment K -ft -0.26 -0.27 -0.27 -0.26 -0.26 -0.26 -0.26 -0.25 -0.25 -0.25 -0.25 - 0.25 -0.25 -0.22 - 0.19 -0.16 -0.14 -0.11 -0.08 -0.05 -0.03 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 33 9- 19 1 34 10- 19 1 35 11- 19 1 4.35 -0.28 -7.31 0.00 O• d .., - ' 0.00 0.00 0.00 0.00 NELSON- 13OURDA �sS Consulting Engineers a Division orPoggemeyerDesign Group, Inc. 512 Sixth Street South, Suite 202 • Kirkland. WA 98033 (425) 827.5995 • FAX (425) 828.4850 Made b L GG� jam, ! I �� /�Q I / ! Job No. G }Q 4 - I [ Checked b Date Sheet No. � S — dv Description s ,p,tc Job Name pA L vaiwi,e £ 43 t (1 1 cf AK- .Nelson- Bourdages Inc., P.S. 512 6th Street South, 'tite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 • Job : 99055 Page: 18 Date: 9/15/99 File: 16K4 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear Moment K K K -ft 1 1- 2 1 4.01 0.30 0.00 2 4.01 0.27 -0.05 3 4.01 0.24 -0.09 4 4.01 0.21 -0.13 5 4.01 0.18 -0.16 6 4.01 0.15 -0.18 7 4.01 0.11 -0.21 8 4.01 0.08 -0.22 9 4.01 0.05 -0.23 10 4.01 0.02 -0.24 2 2- 3 1 3.99 0.04 -0.24 2 3.99 0.00 -0.24 3 3.99 -0.05 -0.24 4 3.99 -0.09 -0.22 5 3.99 -0.13 -0.20 6 3.99 -0.17 -0.16 7 3.99 -0.22 -0.12 8 3.99 -0.26 -0.07 9 3.99 -0.30 -0.01 10 3.99 -0.34 0.07 3 3- 4 1 6.61 0.27 0.07 2 6.61 0.23 0.01 3 6.61 0.18 -0.04 4 6.61 0.14 -0.07 5 6.61 0.10 -0.10 6 6.61 0.06 -0.12 7 6.61 0.01 -0.12 8 6.61 -0.03 -0.12 9 6.61 -0.07 -0.11 10 6.61 -0.11 -0.09 4 4- 5 1 8.61 0.18 -0.09 2 8.61 0.14 -0.13 3 8.61 0.10 -0.15 4 8.61 0.06 -0.17 5 8.61 0.01 -0.18 6 8.61 -0.03 -0.18 7 8.61 -0.07 -0.17 8 8.61 -0.11 -0.15 9 8.61 -0.16 -0.12 10 8.61 -0.20 -0.08 5 5- 6 1 10.02 0.22 -0.08 2 10.02 0.17 -0.12 3 10.02 0.13 -0.15 4 10.02 0.09 -0.18 �S -�i Nelson- Bourdages Inc., P.S. 512 6th Street South,f;'xite 202 Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 Job : 99055 Page: 19 Date: 9/15/99 File: 16K4 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear Moment K K K -ft 5 10.02 0.05 -0.19 6 10.02 0.00 -0.20 7 10.02 -0.04 -0.19 8 10.02 -0.08 -0.18 9 10.02 -0.12 -0.16 10 10.02 -0.16 -0.13 6 6- 7 1 10.86 0.18 -0.13 2 10.86 0.13 -0.16 3 10.86 0.09 -0.19 4 10.86 0.05 -0.20 5 10.86 0.01 -0.21 6 10.86 -0.04 -0.21 7 10.86 -0.08 -0.19 8 10.86 -0.12 -0.17 9 10.86 -0.16 -0.14 10 10.86 -0.20 -0.10 7 7- 8 1 11.03 0.26 -0.10 2 11.03 0.22 -0.15 3 11.03 0.18 -0.20 4 11.03 0.14 -0.23 5 11.03 0.09 -0.26 6 11.03 0.05 -0.27 7 11.03 0.01 -0.28 8 11.03 -0.03 -O.2. 9 11.03 -0.08 -0.26 10 11.03 -0.12 -0.24 8 8- 9 1 9.13 -0.06 -0.24 2 9.13 -0.08 -0.23 3 9.13 -0.10 -0.21 4 9.13 -0.12 -0.18 5 9.13 -0.13 -0.16 6 9.13 -0.15 -0.12 7 9.13 -0.17 -0.09 8 9.13 -0.19 -0.05 9 9.13 -0.21 0.00 10 9.13 -0.23 0.04 9 9- 10 1 5.22 0.27 0.04 2 5.22 0.25 -0.01 3 5.22 0.23 -0.07 4 5.22 0.22 -0.12 5 5.22 0.20 -0.16 6 5.22 0.18 -0.21 •Nelson - Bourdages Inc., P.S. 512 6th Street South, ( Cite 202 r Kirkland, WA 98033 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 10 10- 11 1 2 3 4 5 6 7 8 9 10 11 12- 13 1 2 3 4 5 6 7 8 9 10 12 13- 14 1 2 3 4 5 6 7 8 9 10 13 14- 15 1 2 3 4 5 6 7 8 5.01 5.01 5.01 5.01 5.01 5.01 5.01 5.01 5.01 5.01 -5.54 -5.54 -5.54 -5.54 -5.54 -5.54 - 5.54 -5.54 -5.54 -5.54 -7.73 -7.73 -7.73 -7.73 - 7.73 -7.73 -7.73 -7.73 -7.73 - 7.73 -9.48 -9.48 -9.48 -9.48 - 9.48 -9.48 - 9.48 -9.48 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear K K 7 5.22 0.16 8 5.22 0.14 9 5.22 0.12 10 5.22 0.10 -0.16 -0.18 -0.19 -0.20 -0.22 -0.23 -0.25 -0.26 -0.27 -0.29 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Job : 99055 Page: 20 aS -dj Date: 9/15/99 File: 16K4 Moment K -ft - 0.24 -0.28 -0.31 -0.33 - 0.33 -0.30 -0.27 - 0.24 -0.21 -0.17 -0.13 - 0.09 -0.05 0.00 0.00 -0.01 -0.03 - 0.04 - 0.06 - 0.07 -0.09 -0.10 - 0.12 -0.13 -0.13 -0.13 - 0.13 -0.13 -0.13 -0.13 -0.13 -0.14 -0.14 - 0.14 -0.14 -0.14 -0.14 - 0.15 -0.15 - 0.15 - 0.16 -0.16 (Nelson - Bourdages Inc., P.S. 512 6th Street South, rite 202 • Kirkland, WA 98033 °� r PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 14 15- 16 1 2 3 4 5 6 7 8 9 10 15 16- 17 1 2 3 4 5 6 7 8 9 10 16 17- 18 1 2 3 4 5 6 7 8 9 10 17 18- 19 1 2 3 4 5 6 7 8 9 10 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear K K 9 -9.48 0.02 10 -9.48 0.02 -10.58 -10.58 -10.58 -10.58 -10.58 - 10.58 - 10.58 -10.58 -10.58 - 10.58 - 10.96 -10.96 -10.96 -10.96 -10.96 -10.96 -10.96 - 10.96 - 10.96 - 10.96 -7.37 -7.37 -7.37 -7.37 -7.37 -7.37 -7.37 -7.37 -7.37 -7.37 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 -0.01 - 0.01 -0.01 -0.01 - 0.01 -0.01 - 0.01 -0.01 -0.01 -0.01 -0.10 -0.10 - 0.10 -0.10 - 0.10 -0.10 -0.10 -0.10 -0.10 -0.10 Job : 99055 Page: 21 �S Date: 9/15/99 File: 16K4 Moment K -ft - 0.16 -0.17 -0.17 -0.17 -0.17 -0.17 -0.17 -0.18 -0.18 -0.18 - 0.18 -0.18 - 0.18 -0.19 -0.19 -0.19 -0.20 -0.20 -0.21 - 0.21 -0.21 -0.22 -0.22 - 0.21 -0.21 -0.21 -0.21 - 0.21 -0.20 - 0.20 - 0.20 - 0.20 -0.20 - 0.18 -0.15 - 0.13 -0.11 - 0.09 - 0.07 -0.04 - 0.02 0.00 PACIFIC VIEW, BLDG B, ROOF JOIST J1 -16K4 18 1- 12 1 -4.50 19 2- 12 1 0.02 20 3- 12 1 2.50 21 3- 13 1 -1.72 22 4- 13 1 1.80 23 4- 14 1 -1.42 24 5- 14 1 1.41 25 5- 15 1 -0.88 26 6- 15 1 0.89 27 6- 16 1 -0.45 28 7- 16 1 0.44 29 7- 17 1 0.16 30 8- 17 1 -0.12 31 8- 18 1 2.94 32 9- 18 1 -2.83 33 9- 19 1 3.47 34 10- 19 1 -0.34 35 11- 19 1 -5.62 tt1D4'1 -6L kX) V�LsJ.ui 't.Ul Nelson- Baurdages Inc. P.S. .512 6th Street South,�,,aite 202 .Kirkland, WA 98033 < Member Section Forces, LC 5 : 0.75(DL +LL /2 -W) > Member Joints Section I - J Axial Shear K K 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 Job : 99055 Page: 22 _ Date: 9/15/99 File: 16K4 Moment K -ft 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 02/05/1997 00:52 Chris, DATE: 16-Nov ORIGINAL TO FOLLOW: Yes No TO: Chris Patano COMPANY: Patano Architects FAX: 217 TELEPHONE: 217 ............ FROM: Arc Sims PROJECT: Pam West SUBJECT: Building 8171eat LoaciCalcuiaticxs TOTAL PAGES FAXED: MEMO Arc Sims 2062418223 SABEY CONST SAdEVEV C.- 101 Elliott Avenue West, Suite 400, Sottle, WA 08119 TEL: (206) 281-4200 FAX: (206) 281-0920 FIELD OFFICE 12201 Tukwila International Blvd. Tukwila, WA 98168 TEL: (208) 241 FAX: (206) 241-8223 FACSIMILE COVER SHEET Attached is the heat load calculations for Building 13. ..... RECEIVED CITY OF TUKWILA NOV. i7 1999 PERMIT CENTER This facsimile communication l Intended only for the use of the Individual or entity to which it is eddressed and may contain information that is privileged and confidentlal. If the reader 0 this cover page iv not the addressee, or the employee or agent 0 the addressee, please be advised that any dissemination, distribution, 0 copying of this communication is strictly prohibited. If you receive this facsimile in error, please notify us Immediately by telephone and mail this fac.slmlle to us at the address above, Thank you. PAGE 01 victq nez31 02/05/1997 00:52 2062418223 C Block Load 3.01 Location: Seattle - Tacoma, Washington Prepared by: Roger W. Grimes, P.E. DESIGN SOLAR REPORT Latitude Elevation Summer Design Dry Bulb Temp Sum.mer Coincident Wet Bulb Temp Daily Temperature Range Winter Design Dry Bulb Temp Atmospheric Clearness Number Data Source SABEY CONST 47.5 Degree 386.0 t1 84.0 F 65,0 F 22,0 F 21,0 F 1.05 Carrier Defaults TABLE 2 MAXIMYIM SOLAR BEAT GAINS (BTU/kr /scat) • March 29, 1999 Page: 1 ZTA.I3LE I. D S IN PARAMTS J PAGE 02 RECEIVED CITY OF TUKNIlA NOV 1? 1999 PERMIT CENTER orriu � caiveti TuKwRA APR 1 5 1999 PERMIT CENTER HOR Month NE E SE S SW W NW I N' January 16.1 126.7 229.5 258.2 229.5 126.7 16.11 16.1 ' 92.7 February 7 38.9' 177.9 . 255,0 262.6 255.0 177.9 38.9 21.4 147.7 85.1 215.4 50.7 238.5 250.7 215.4 85.1 27,2 200.0 April 139.5 230.0 225.5 193.4 155,6 225.5 200.2 230,0 229.4 139.5 ' 33,1 166,3 37.3 239.1; 260.5 , May 166.3 229.4 200.2 f June 174.0 225.7 187.6 138.3 151.5 187,2 187.6 225.7 195.6 225.0 217.5 221.8 174.0 48.9 164.1 38.6 134.7 34.9 266.1 ' 258.0 235,5 193.3 Tiny 164.1 225,0 195.6 217.5 I August 134.7 221,8 September 76.8 201.4 239,0 230.2 239.0 201,4 76.8 28.3 October 37,8 170.6 245,6 253.9 245.6 170,6 37.8 22,2 145.5 ; November 16.5 123.7 224.8 253.6 224.8 123.7 16.5 16.5 92.71 71,01 !December 13.8 97.3 207,5 246.7 207.5 97.3 13.8 13,8 02/05/1997 00:52 2062418223 C Block Load 3.01 Location: Seattle - Tacoma, Washington Prepared by: Roger W. Grimes, P.E. DESIGN SOLAR REPORT Latitude Elevation Summer Design Dry Bulb Temp Sum.mer Coincident Wet Bulb Temp Daily Temperature Range Winter Design Dry Bulb Temp Atmospheric Clearness Number Data Source SABEY CONST 47.5 Degree 386.0 t1 84.0 F 65,0 F 22,0 F 21,0 F 1.05 Carrier Defaults TABLE 2 MAXIMYIM SOLAR BEAT GAINS (BTU/kr /scat) • March 29, 1999 Page: 1 ZTA.I3LE I. D S IN PARAMTS J PAGE 02 RECEIVED CITY OF TUKNIlA NOV 1? 1999 PERMIT CENTER orriu � caiveti TuKwRA APR 1 5 1999 PERMIT CENTER 02/05/1997 00:52 Block Load 3,01 Location: Seattle..Tacoma, Washington Prepared by Roger W. Grimes, P.E. 1 Hour DW13'{ 000 66,0 58,71 100 64.9 58.3 '200 ' 63.8 57.9 300 62.9' 57,5 400 62.2 57.3 500 1 62.0 57.2 1600 . 62,4 ; 57.4 700 I 63.5 ; 57.8 800 I 65.51 58.5 ' 900 68.4 • 59,6 1000 ; 71.7 60.8 1100 75.4 62.1 X00 78.9 63.3 1300 81.6 64,2 1400 j 83,3 64,8 150p t 84,0 65.g � - 0 83.3 64.8 1700 _r 81.8 64.3 1800 I 79,4 63.5 000 I 76.5 62.5 12000 73.7 61.5 • 12100 71.2 60.6 ' 2200 1 69.0 59,8 ?300 ? 67.3 59,2 2062418223 A D B • WB 9 8 w 7 6 6 SABEY CONST DESIGN TEMPERATURE REPORT Hour of the day March 29. 1999 Page: 1 ABLE 1. DESIGN PARA11 Latitude 47.5 Degree Elevation 386.0 ft Summer Design Dry Bulb Temp 84.0 F Summer Coincident Wet Bulb Temp 65.0 P Daily Temperature Range 22.0 F Winter Design Dry Bulb Temp 21.0 F Atmospheric Clearness Number 1.05 Data Source Carver Defaults August ....ABLE 2. COOL )DJESIG TEMPERATISRE PROFILES (DB/WB In F) PAGE • 03 {J 1111. CITY OFETUKW1tA Nov 1 7 1999 PERMIT CEiv' cr• #1‘ L *4 4*4 -i ' Ak 1 ( � '- 1 .1111 I 0 2 4 6 8 10 12 14 16 18 20 22 2 02/05/1997 00:52 Block Load 3,01 Location: Seattle..Tacoma, Washington Prepared by Roger W. Grimes, P.E. 1 Hour DW13'{ 000 66,0 58,71 100 64.9 58.3 '200 ' 63.8 57.9 300 62.9' 57,5 400 62.2 57.3 500 1 62.0 57.2 1600 . 62,4 ; 57.4 700 I 63.5 ; 57.8 800 I 65.51 58.5 ' 900 68.4 • 59,6 1000 ; 71.7 60.8 1100 75.4 62.1 X00 78.9 63.3 1300 81.6 64,2 1400 j 83,3 64,8 150p t 84,0 65.g � - 0 83.3 64.8 1700 _r 81.8 64.3 1800 I 79,4 63.5 000 I 76.5 62.5 12000 73.7 61.5 • 12100 71.2 60.6 ' 2200 1 69.0 59,8 ?300 ? 67.3 59,2 2062418223 A D B • WB 9 8 w 7 6 6 SABEY CONST DESIGN TEMPERATURE REPORT Hour of the day March 29. 1999 Page: 1 ABLE 1. DESIGN PARA11 Latitude 47.5 Degree Elevation 386.0 ft Summer Design Dry Bulb Temp 84.0 F Summer Coincident Wet Bulb Temp 65.0 P Daily Temperature Range 22.0 F Winter Design Dry Bulb Temp 21.0 F Atmospheric Clearness Number 1.05 Data Source Carver Defaults August ....ABLE 2. COOL )DJESIG TEMPERATISRE PROFILES (DB/WB In F) PAGE • 03 {J 1111. CITY OFETUKW1tA Nov 1 7 1999 PERMIT CEiv' cr• Chris, 02/05/1997 01:15 2062418223 SABEY CONST tr;. JC • SUBJECT: Building B Heat Load Cal(3.1l. I.is,nt; TOTAL PAGES FAXED: 8 MEMO Attached Is the heat load calculations for Building Arc Sims SAikl3E.N 101 Elliott Avenue West, Suite 400, Seattle, WA 98119 TEL: (206) 281 -4200 FAX: (206) 281 -0920 FIELD OFFICE 12201 Tukwila International Blvd, Tukwila, WA 98168 TEL: (206) 241 -8240 FAX: (206) 241 -8223 FACSIMILE COVER SHEET DATE: 1 6- Nov -99 ORIGINAL TO FOLLOW: Yes No TO: Chris Patano COMPANY: Patano Architects FAX; 217 -0599 TELEPHONE: 217 -0708 FROM: Arc Sims PROJECT: Pac West C R R OFTUK `h1ILA tiov 7 1999 PERMIT CENTER This facsimile communication is intended only for the use of the individual or entity to which it is addressed and may contain Information that is privileged and confidential. If the reader of this cover page is not (ha addressee, or the employee or agent of the addressee please be advised that any dissemination, distribution, or copying of this communication is strictly prohibited. If you receive this facsimile in error, please notify us Immediately by telephone and mail this facsimile to us at the address above. Thank you. PAGE 01 j Month NE 1J SE S SW W NW 1 N ; HOR January 16.1 126.7 229.5 258.2 229.5 126.7 16,11 16.1 i 92.7 ! February 38,9 177.9 255,0 262,6 255.0 177.9 38,9 t 21.41 147.7 ; March 85.1 215.4 250.7 238.5 250,7 215.4 85.11 27,2 200.0 April 139.5 230,0 225.5 193,4 225,5 230.0 139.5; 33.] 239.11 ' lytya 166.3 229.4 200,2 155.6 200.2 229,4 166.3 ■ 37,3 260.51 June 174.0 225.7 187.6 138.3 187.6 225,7 " 174.0' 48.91 266.1 ' 164.1: 38.6 258.0 134.71 34,91 235.5' ' July 164.1 225.0 221,8 195.6 2I7.5 151.5 187.2 195.6 217.3 225.0 221.8 August 134.7 September 76,8 201.4 239.0 230.2 239.0 201.4 76,81 28.31 193.3 I 145.5 October 37,8 170.6 245.6 253.9 245.6 170.6 37.8 22.2 November 16,5 123.7 253.6 224.8 123,7 16.5 16.5 92.7 December 13,8 97.3 207.5 246.7 207.5 97,3 13.8 13.8 71.0 02/05/1997 01:15 2062418223 Block Load 3.01 Location: Seattle- Tacoma, Washington Prepared by: Roger W. Grimes, P.E. TABLE 1. DESIGN PARAMETERS Latitude Elevation Summer Design Dry Bulb Temp Summer Coincident Wet Bulb Temp Daily Temperature Range Winter Design Dry Bulb Temp Atmospheric Clearness Number Data Source SABEY CONST DESIGN SOLAR REPORT 47.5 Degree 386.0 11 84,0 65.0 F 22.0 F 21,0 F 1,05 Carrier Defaults TABLE 2. MAXIMUM SOLAR TEAT GAINS (BTU/hr /sgft) March 29, 1999 Page: 1 PAGE 02 RECEIVED CITY. OF Tl1KWILA NOV 1 7 1999 PERMIT CENTER RIO EIVED CITY OF TUKWILA APR 1 5 1999 PBRMI7' CENTER 02/05/1997 01:15 2062418223 C. DESIGN TEMPERATURE REPORT Block Load 3.01 Location; Seattle - Tacoma, Washington Prepared by Roger W. Grimes, Y.E. Hour I DB I WB j 000 I 66.0 r--3-,--13.7 100 64.9 i 58.3 ' 200 63.8 _ 57.9 '300 62. 57 5 1400 62.2 57.3 ;500 1 62.0 57.2 r600 } 62.41, 57.4 700 1 63.5 57.8 i 800 j 65,5 58.5 900 1 68.4 59.6 1000 I 71.7 Latitude 47.5 Degree Elevation 386.0 ft Summer Design Dry .Bulb Temp 84.0 F Summer Coincident Wet Bulb Temp 65.0 1F Daily Temperature Range 22.0 1 Winter Design Ivry Bulb Temp 21.0 F Atmospheric Clearness Number 1.05 Data Source Carrier Defaults 60.8 11100 ! 75.4 62.1 1 1204 78.9 63.3 1300 81.6 64.2 11400 83,3 64.8 11 1500 84.0 65.0 600 83,3 64.8 N700 81,8 64.3 1800 79.4 63,5 11900 76.5 62.5 2000 73,7 61.5 12100 71.2 60,6 12200 69.0 59,8 :2300 67.3 59.2 .T ABLE 2. COOLING DESIGN TEMPERATURE PROFILES MB/WB in FL A DB ■ WB TAKE 1. DESIGN PARAMETERS 9 8 7 6 5 August SABEY CONST C Hour of the day March 29, 1999 Page 1 PAGE 03 I RECEIVE.:' ( OF NOV 1 7 1 K 9 PERMIT CENTER -� A i r �+ Maw 0 2 4 6 8 10 12 14 16 18 20 22 24 02/05/1997 01:15 2062418223 C. DESIGN TEMPERATURE REPORT Block Load 3.01 Location; Seattle - Tacoma, Washington Prepared by Roger W. Grimes, Y.E. Hour I DB I WB j 000 I 66.0 r--3-,--13.7 100 64.9 i 58.3 ' 200 63.8 _ 57.9 '300 62. 57 5 1400 62.2 57.3 ;500 1 62.0 57.2 r600 } 62.41, 57.4 700 1 63.5 57.8 i 800 j 65,5 58.5 900 1 68.4 59.6 1000 I 71.7 Latitude 47.5 Degree Elevation 386.0 ft Summer Design Dry .Bulb Temp 84.0 F Summer Coincident Wet Bulb Temp 65.0 1F Daily Temperature Range 22.0 1 Winter Design Ivry Bulb Temp 21.0 F Atmospheric Clearness Number 1.05 Data Source Carrier Defaults 60.8 11100 ! 75.4 62.1 1 1204 78.9 63.3 1300 81.6 64.2 11400 83,3 64.8 11 1500 84.0 65.0 600 83,3 64.8 N700 81,8 64.3 1800 79.4 63,5 11900 76.5 62.5 2000 73,7 61.5 12100 71.2 60,6 12200 69.0 59,8 :2300 67.3 59.2 .T ABLE 2. COOLING DESIGN TEMPERATURE PROFILES MB/WB in FL A DB ■ WB TAKE 1. DESIGN PARAMETERS 9 8 7 6 5 August SABEY CONST C Hour of the day March 29, 1999 Page 1 PAGE 03 I RECEIVE.:' ( OF NOV 1 7 1 K 9 PERMIT CENTER 02/ 05/1997 01:15 2052449223 System: INTL GATEWAY PLAZA Location: Seattle - Tacoma. Washington Prepared by: Roger W. Grimes, P.E. Sy stem Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FACTORS Coil Bypass Safety (Seas) Safety (Latent) Heating Safety System Arrangement: Total Zama Scleatcd: Selected Zonet: Clg and Warm Air Ht 6:00 24 hrs 1) BUILDING B 57,0 F 15.00 CFM/Per 3200.00 CFD4 0.050 0 % 0 % U % Each zone served by separate air handler 1 SABEY CONST SYSTEM INPUT REPORT TABLE 1. HVAC SYSTEM DESCRIPTION THERMOSTAT SETPOINTS Cooling (Ooa.) Cooling (Llnocc.) Heating RETURN AIR PLENUM FAN Configuration Static Pressure TABLE 2. SYSTEM ZONING INFORMATION Block Load 3.01 March 29. 1999 Page: 1 75.0 F 75.0 F 72.0 F No Blow Thru 1.50 In. W. PAGE 04 1 I RECEIVED CITY OF TUKWILA NO 1 7 1999 PERMIT CENTER Component Total Net Area (soft) Cooling Trammaiseion (BTU /hr) Cooling Solar Loud (BTU/hr) Heating Transmission ( BTU/hr) 0 0 - 0 1,008 559 - 2,570 0 0 .. 0 cn 2,616 2,299 - 6,671 0 0 - 0 1,008 147 - 2, o 0 - • 0 2616 .42 - 6,671 — i 0 0 0 0 ' 3,024 4,567 62,364 78,654 0 0 0 0 7,848 11,852 365,189 204,126 0 0 0 0 3,024 4,567 99,110 78,654 0 0 0 0 7.848 11,852 52,081 204,126 0 0 0 0 • 02J05/1997 01_ 15 ___206 _ SABEY CONST C DETAILED ZONE LOAD REPORT System: INTL GATEWAY PLAZA Location: Seattle- Tacoma, Washington Prepared by: Roger W. Grimes, P.E. 1 L I Walls: Glass: Load Component Solar Loads Wall Transmission Roof Transmission GIass Transmission Skylight Transmission !Partitions Lighting 'Other Electric 1 People Infiltration Miscellaneous I Slab ! Pulldovsn/Warm -Up Safety Factor Total Zone Loads TABLE 1. GEFRAL LNFORMATION Zone Name: BUILDING B System Name: INTL GATEWAY PLAZA Design Load: September 15 :00 Db /Wb Temp: 82.0/ 64.0 F TABLE 2. LOAD COMPONENT SUMMARY Details 21,744 sqft 7,248 sqft 18,312 sqft 21,744 sqft 0 sqtt 0 sqft 2.00 W /sq$ 0.75 W /sgft 519 People 18,312 sqft 0/0 % L. WALILAND GLASS H'f1AKDOWN Design Cooling Loads I Design I Sensible Hearing ( BTU/hr), (BTU/! 578,743 - 2,962 18,4821 8,617 46,6961 32,838 565,561 0 0 0 0 497,223 -1 187,147 - ■ 126.808 i 0 01 0 "l 24,4341 0 'I 0 04 1,434,338 633,173 Block Load 3.01 March 29, 1999 Page: 1 1 PAGE 05 RECEIVED CITY OF TUI <WiLA N O V 1 7 )999 PERMIT CENTER .02/05/1997 01:15 20624p223 System: INTL GATEWAY PLAZA Location: Seattle-Tacoma. Washington Prepared by: Roger W. Grimes, P.E. Load Component Solar Loads Wall Ttaustniation 'Roof Transrettssluo Glass Transmission Skylight Transmission Partitions Lighting Other Electric People Infiltration Misceltaneuue Slob Puadown/Warni -V p Safety Factor Total Zone Loads Ventilation Load Supply ran Laud Plenum Lord stun Wall Plenum Load torn Roof Plenum Load - Lights Reheat Load Tatla Walls: Glass: Component NE E SE S SW W NW Tool Net Area (egft) 0 1,008 0 2,616 0 1,108 0 18.312 self( 74,761 CM O % O Vo O % DETAILED SYSTEM LOAD REPORT Zone Name: $11ILD1NG B I e;_s,_ t TABLE 1. CALCULATION I Deslga Load: August 19:00 Dh/W b Temp 84.0/ 65.0 P Whirr 1 lasIntLxemn 21JLE TABLE 2. LOAD COMPONENT SUMMARY Deign Ceiling Sensible Details (T1TU /br) 21,741 sent 549,814 7,248 agft 3,-109 • 18,313 stilt 14,704 21,744 Nil 54,900 0 stilt 0 O sift 0 2.00 W /sgfl 497,223 0.75 W /sgft 107,147 519 Peaplo 126,808 106,495 0 Q 0 o • 0/0/0 % 0 0 1,433,204 106 498 7,792 CPU 74,691 - 34,497 0 786 SABEY COPIST 83,126 0 0 0 0 ' I/ Louts Latent (Brig 0 TABLE 3, WALL AND GLASS BREAKDOWN nailing Cooling Heating Trannoisslon Solar Load TruWnWk to (WITIhr) (11111/br) (91U/hr) 0 • 2,570 a • 8 2,017 6,671 O 0 300 2,570 O .. 0 N 2,610 309 - 6,671 NE 0 n 0 0 18 3,024 7,6155 79460 78,654 SE U 0 0 0 S 7.848 19,815 284,757 204,126 SW 0 0 0 0 W 3,024 7.635 113.18$ 78,661 NW 0 0 0 0 N 1,848 19,815 72,908 204,126 liar 0 0 0 0 Block Toad 3.01 March 39, 1999 Page: 1 Design Ifeada6! (WIT/hell 19,4821 46,696 i 565.561,, (11 0i ai 24,434 i 0 655,173 423.249 PAGE 06 RECEIVED CITY OF TUKWILA NOV 1 7 )F.t`9 PERMIT CENTER 02/ 05/1997 01:15 Total Coil Load Sensible Coil Load Total Zone Sensible Supply Temperature Supply Air (Amor) Supply Air (Standard) ventilation Air Direct Exhaust Air Reheat Required Floor Area Ovarwll 1.1-Value Vent Air Vent Air TABLE 2. SIZIN DAT Heating Coil Load Ventilation Loaf! Total Zoos Load Venrt)ariao Airflow Supply Airflow 2062418223 System: INTL GATEWAY PLAZA Location: Seattle- Tacoma. 'Washington Prepared by: Roger W. Grimes, P E, TABLE 1. $XZ:XNG DATA COOLING 1,663,019 BTU/hr 1.591.021 BTUR1r 1,433.204 11T1)1hr 57.0 F 74,761 CFM 73,724 cpM 7.792 CFM 3,200 CFM 0 BTU/hr N 1,078,422 BTUAt• 423.249 lTU/hr 655,173 BTU/br 7,792 CFM 74,161 CFM TABLE Location Data Source Latitude Elevation Atmncnh..rir, f`learneaa t/ 4. LNPVr System Name System Type System Start Duration SIZING SPECIFICATIONS Supply Ventllatlott Exhaust rA CTORS Gnu Bypass Safety (Sens) Safety (Lanus) Milting Silly TAB E C S S Time Sensible 1'ou I) August 15100 133.59 2) August 14:00 131.74 3) September 15;00 131.30 4) July 15:00 130.51 5) August 16:00 120.91 Seattle-Tacoma. Welhington INTL GATEWAY PLAZA elm and Warm Mr lit 6:00 24 lire SYSTEM SIZING SUMMARY Zone Name: BU1LDtNG H 73,248 sqft 0.261 BTU/hrhrgfUF 0.11 CFM /agl1 t� 110, CFM/Pensnn Carrier llefauIla Summer Dry-Bulb 47.5 Degree Coincident Wsafulb 386.0 ft Daily Raw 1.O W 1)n.A.dh 57.0 F 15.00 CCM/person 3200.00 CFM 0.050 O % 0% • % Total Ton 138.58 137.73 134.57 136.50 13100 SABEY COAST Load Occurs Outdoor Db/Wb Coil Conditions: Etitaring Db/Wb Leavingfb/Wb Apparatus Dewpoint Dynan Factor Resulting Zone RH Heating Healing Floor A ea Overall 11-Value Vent Mr Vent Air THERMOSTAT SETPOINTS Cooling (Oct.) Cooling (Unocc.) Seating RETURN AIR, PLENUM FAN Configuration Static Pressure Tkne 6) September 14:00 7) .Ltely 14:00 8) June 15:00 9) July 16:00 10) Juno 14;00 August 15:00 84.0/65.0 F Block Load 3.01 March 29,1999 Page: 1 Sensible Ton 13451 1.19.63 128.38 128.69 127.44 77.0/63.9 F 57.0 /56.4 F 55.9 F 0.050 53.2 % TEN COOLING COIL Total Coll Load 138.58 To Sensible Coif Load w Ton SQF17Yon 528.54 Cooling 22.70 BTU/hr /a0 nn: nt. u.nz rFnilsnit._ 14.72 BTU /bNagft 1.02 CFM/sgft 73.240 soft 0.261 0.12 CFM)s9rt 15.00 CFNI/lteraan 3.INP DATA EATRER 84,0 F 65.0 F 22.0 F .-- .�....... 21.8.E V 1/. 75.0 F 75.0 1 72,0 F No Blow --Theo 1.50 la. wg. PAGE 07 I Total Ton 135.80 135.60 135.03 134.65 134.08 ., _. RECEIVFt ) CITY OF TLAWILA NOV 1 7 1959 PERMIT CENTEFi 02/05/1997 01:15 Zone Name BUILDING B 20624 1. System: INTL GATEWAY PLAZA Location: Seattle - Tacoma, Wash ngtoo Prepared by Roger W. Grimes, P.E. Max. Cooling Sensible (BTU/hr) 1,434,333 SABEY CONST SYSTEM SIZING SUMMARY Zone Name: BUILDING B ;TABLE 6. ZONE SIZING DATA orl Design Airflow Rate (CFM) Design. Time 74,821 September 15:00 655,173 Block Load 3.01 March 29, 1999 Page: 3 lvlax. Heating Design Flow Load Rate (BTTJ/k r) (CFM) PAGE 08 RECEI\ <.L CITY OF 'rUKVrsL; , NOV 1 7 1959 PERMIT CENTER ACTIVITY NUMBER: M99 - 0231 DATE: 11 -17 -99 PROJECT NAME: PACWEST TELECOM INC XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # — Revision # _ After Permit Is Issued DEPARTMENTS: Bgilc� Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Fa Incomplete Not Applicable n Comments: TOES /THURS ROUTI G: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions \PRROUW[.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP V Fire Prevention r IC Structural Planning Division Permit Coordinator n DUE DATE: 11 -18-99 DUE DATE 12 -16-99 Not Approved (attach comments) ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: City of Tukwila Fire Department Fire Department Review Control 4 I99 - 0231 Re: H.V.A.C. at Pacwest Telecom, Inc. Dear Sir: Thomas P. Keefe, Fire Chief The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic 'shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 2. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) 3. In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide. notification of fire at that location. (NFPA 1 -5.6) The installation of wiring and equipment shall be in John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 375-4404 • Fax (206) 575.4439 Page number 2 Yours truly, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd ThAA accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) 4. When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 5. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. John W Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 0 0 a s. o . b � 0 I. 0 0 CO gl 0 0 ar e N N O r-(LS•ai! teP)7) ttd\•r.. is* ..: - • DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CC01 _SABEYCI033KM 12/31/1999 EFFECTIVE DATE 05/14/1997 SABEY CONSTRUCTION INC 101 ELLIOTT AVE W STE 330 SEATTLE WA 98119 Much And Display Certificate I REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 SABEYC1033RM 12/31/1999 EFFECTIVE DATE 05/14/1997 SABEY CONSTRUCTION INC 101 ELLIOTT AVE W STE •330 SEATTLE WA 98119 l Signature issued by DEPARTMENT OF LABOR AND INDUSTRIES• Please Remove And Sign Identification Card Before Placing In Billfold SCHEDULE NOTE ALL PANT COLORS ARE MADE BY SHERWIN- WILLIAMS. NO. ' MATERIAL FINISH ' COLOR OI • - ,, CONGRETEJE.I.FS. SMOOTH SW 2315 COPPER NAIL 02 '', E.I.F.S. SAND -'' SW II61 SCRUBBED PINE 03 CONCRETE' - SMOOTH SW 2064 'OUTERBANKS' 04 CONCRETE SMOOTH 5N 2066 NANTUCKET DUNE 05 VISION GLASS ; PPG SAJCATE 300 SOLAR GREEN 06 METAL SCREEN/SIDING PRE- FINISHED 5W 2064 'OVTERBANKS' 01 ALUMINUM ANODIZED ' DARK BRONZE 00 METAL SIDING PAINTED SW 2064 'OUTERBANKS' 09 METAL RAILING GALVANIZED, PANTED SW 1151 SCRUBBED PINE: 010 METAL GRILLE/O.H. DOOR FRE- FINISHED 5911151 SCRUBBED PINE Oil NOT USED 012 H.M. DOOR 4 FRAME PAINTED SW 2315 COPPER NAIL 013 : SPANDRAL GLASS PPG 9/A GATE 300 SOLAR GREEN 014 METAL CANOPY PAINTED 015 METAL COPING/FLASHING PRE- FINISFEL? 591 115i SCRUBBED PINE MATCH WALL 016 METAL DOYNAPOUT PAINTED MATCH WALL OI1 BIRD FENCE STAINLESS STEEL CLEAR 015 FETAL COPING PRE- FNISHED DARK BRONZE ANODIZED VISION GLASS SPANDRAL GLASS LEGEND A B G E 9 I/4' THICK CONCRETE WALL Al 57®_ STUD FURRING 4 E.IF.S. 4 114' THICK CONCRETE l ALL 14' THICK CONCRETE WALL 9 i/4' PRE -CAST CONCRETE PANEL 9 1/4' THICK CONCRETE WALL Al 5TG1 STUD FURRM6 4 E.IFS. NOTE ALL CONCRETE TO BE CAST IN PLACE UNLESS NOTED OTHERWISE 1ST FLR. *P - I V P -2 TENANT SIGNAGE METAL SCREEN/SIDING METAL COPING METAL COPING (O6 ) ( 015 ) ( 010 ) ( 02 ) ( Oq )METAL RAILING ( 013 ) SPANDRAL GLASS ( 05 ) VISION GLASS ( 03 ) E.I.F.S. 04 U E1 FS. ( Oa E.I.F5. ( 015 ) METAL SILL FLASHING ALUMINUM CL'RTAINWALL ( 015 ) METAL COPING (- On. ) BIRD FENCE ( OT ) ( 01 ) 3RD FLR E.IFS. PLANTER AITH tae -CAST CONCRETE PANEL BEHIND ( 01 ) CONCRETE Of -.) c1F5. ze # a 1 =vow stemsemmazinnom M3 � ry 15 , rh� METAL GRILLE ( 010 ) SECURITY GRILLE DOOR telUftW I5T FLR. ST FLR. TH FLR. 9 N 2RD FLR. ( ON ) METAL SCREEN/SIDING METAL COPING ( 015 ) ( 013 ) ( 02 ) E.IPS. ( 05 ) ( 03 ) ( 04 ) SPANDRAL GLASS VISION GLASS EWE. E.IFS. (Si ) ALUMINUM WINDOW ( 016 ) DOWNSPOUT ( 01 ) E.! ! F.S. 5- ( 03 )CONCRETE I 1 —flWS14 CONGIRETE WfE.IFS L 0 0 0 0 0 NORTH ELEVATION BUILDING B SCALE: I /I6" = 1 I� 0 4' IN 32' (07) (� ) �� METAL .r.A ° - t DOPOEFildT 5 Wi n n L OVERFLOW , SCUPPER ( 06 ) METAL SCREEN IDING ( 02 ) EiFS. ( 05 ) VISION GLASS ( 03 ) EI F5. 04 ) E.IFS. 010 )SECURITY GRILLE DOOR EAST ELEVATION BUILDING B SCALE I /I6" I' -0" O 4 CONCRETE BRIDGE ( 0 ) MULLION ( 01 ) E.IFS_ (OI ) CONCRETE ' )HM DOOR. • FRAME ( 010 )METAL GRILLE 7 G 2. . 0] G a W E EST EL VATION BUIL- DING -B- SCALE I /I6" = I'-0" '.. 0 4.. 'lb' 32' SCAL F.: I/16' = 1' -0" f 0 4' 16 32' 8 c) J TH FLR. 3RD FLR 2RD FLP 0 p 1ST FLR. 4TH FL P -2 P -� RECENE� CI"IY OF TUKl!�:1_A PRINT DATE: PLOT DATE 6/07/99 1624 /7 I o tJr I 1 0 0 0 0 0 PERMIT. CENTER .." SOUTH ELEVATION BUILDING 4TH FLR.. 3RD FLR. � 2RD FLR. SHEET A4.0 (EV:7.66\w SCALE: 1A4" 2 G'-0' ike per OANT t . "&". r_« AV:f'9W- /ri 51M. ALIGN MECHANICAL SCREEN t TAL GOPIN9 TO.ISC EM4JL. 4 -0' 46 GA GALV. S1I7. %RI+1 v�Al1 1d�AG RTJJ. RAISED CONCRETE PAD 246A+SALV. 14ETAL R 6I.ET FLASHING EXISTING STD PIPE EJf15TIN& AMC»OR PLATE IN crAn. SLAB TYPICAL ROOF CONSTRUCTION CONDITIONING SCHEDULE, (OWNER FURNISHED /CONTRACTOR INSTALLED) L AIR J _ 1Ve:13N30 TAG AREA SERVED AC- 1 /CU -1 SWITCH RM AC- 2 /CU -2 SWITCH RM AC- 3 /CU -3 SWITCH RM AC- 4 /CU -4 SWITCH RM AC- 5/CU -5 COLLOCATE AC- 6 /CU -6 COLLOCATE AC- 7 /CU -7 COLLOCATE AC- 8 /CU -8 COLLOCATE AC- 9 /CU -9 COLLOCATE AC- 10 /CU -10 COLLOCATE OAT SUMMER (0B /WB DEGREES F) 85/68 85/68 85/68 85/68 85/68 85/68 85/68 85/68 85/68 85/68 OAT WINTER (DB DEGREES F) 22 22 22 22 22 22 22 22 22 22 RAT COOLING (DB/ WB DEGREES F) I 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 ! I- TYPE VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL MANUFACTURER LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER F11245A FH245A FH245A FH245A FH380A FH290A FH245A FH245A FH199A FH199A ON APPROX_ OPEN_ W1 , LBS. 1750 1750 1750 1750 1750 1750 1750 1750 1750 1750 NOMINAL TONS 20 20 20 20 30 22 20 20 15 15 2 0 EXTERNAL S.P. 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 VOLT /PHASE /HZ 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 I- STARTER PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE 03 DISCONNECT (LOCKING) - - - - - - - - - - SEE: ELEC FILTER 4" ECOAIR C35 PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE SMOKE DEFECTOR PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE €NFRA -RED HUMDIFIER PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE CONDENSATE PUMP PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE AIR TO. AIR AIR TO AIR MANUFACTURER TRANE TRANE TRANE WANE WANE TRANE TRANE MODEL NUMBER I- TYPE AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR INO ONISN3C MANUFACTURER LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT LIEBERT MODEL NUMBER CDF415L CDF415L CDF415L CDF415L CDF510C CDF415L CDF415L CDF415L CDF308L CDF308L APPROX_ OPER. WT_ LBS_ 1000 1000 1000 1000 1300 1000 1000 1000 750 750 VOLT /PHASE /HZ 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 FULL LOAD AMPS 6.5 6.5 6.5 6.5 8.5 8.5 6.5. 6.5 16.0 16.0 STARTER PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE DISCONNECT (LOCKING) - - - - - - - - - - INOO FAN SPEED CONTROL PROVIDE PROVIDE PROVIDE'. PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE HEAT REJECTION TO 18i 18 18 18 18 18 18 18 i8 18 PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE HI PRESSURE CUTOFF PROVIDE PROVIDE PROVIDE S3 CONTROL TRANSFORMER PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE LIQUID LINE SOLENOID VALVE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE 'UNDER �� ACCESSORI TIME DELAY', RELAY PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE HI PRESSURE CUTOFF PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE LOW PRESSURE CUTOFF PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE LOW AMBIENT CONTROL KIT PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE SEISMIC FLOOR STAND PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE FLOOR MOISTURE SENSCR (FIELD- INSTALLED) PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE I SPLIT SYSTEM SCHEDULE - HEAT PUMP - 1`0J3N30 TAG FC- 1 /HP -1 FC- 2 /HP -2 EC-3/HP-3 FC- 4 /HP -4 FC- 5 /HP -5 FC- 6 /HP -6 FC- 7/HP -7 OAT SUMMER (DB /WB DEGREES F) 85/68 85/68 85/68 85/68 85 /68 85/68 85/68 OAT WINTER (DB DEGREES F) 22 22 22 22 22 22 22 RAT COOLING (DB /WB DEGREES F) 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 76/59.8 RAT HEATING (DB DEGREES F) 70 70 70 70 70 70 70 I- TYPE HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL HORIZONTAL MANUFACTURER WANE TRANE TRANE TRANE TRANE TRANE TRANE MODEL NUMBER TWE030 TWE030 TWE030 TWE090 TWE120 TWE120 TWE018 APPROX_ OPER. WT_ LBS. 130 130 130 400 500 500 80 FAN COIL UNI ACFM 1080 1080 1080 3000 4000 4000 500 0A CFM 160 200 240 - - - 80 EXTERNAL S.P. 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ELECTRIC STRIP - KW 5.0 5.0 5.0 - - - 5.0 HP 1/3 1/3 1/3 1 1/2 2 2 1/8 VOLT /PHASE /HZ 208/1/60 208/1/60 208/1/60 480/3/60 480/3/60 480/3/60 208/1/60 FULL LOAD AMPS 2.1 211 2.1 4.0 5.0 5.0 1.0 STARTER SEE ELEC. ' i SEE, ELEC. SEE ELEC. SEE ELEC. SEE ELEC. SEE ELEC. SEE ELEC. DISCONNECT SEE ELEC. SEE: ELEC SEE ELEC.' SEE ELEC. SEE ELEC. SEE ELEC. SEE ELEC. SINGLE POINT POWER'.' CONNECTION PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE . , I PROVIDE! . PROVIDE 2" 30% PLEATED FILTER /FILTER RACK PROVIDE PROVIDE PROVIDE' PROVIDE PROVIDE PROVIDE ' PROVIDE SPARE FAN BELTS,1 SET /UNIT PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE I HEAT PUMP UNIT TYPE AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO AIR AIR TO. AIR AIR TO AIR MANUFACTURER TRANE TRANE TRANE WANE WANE TRANE TRANE MODEL NUMBER TWR030 TWR030 TWR030 TWA090 TWAl20 TWAl20 TWR018 APPROX. OPER_ WT. LBS. 180 180 180 400 500 500 140 INSTANTANEOUS HEATING (MBH) - - - - - - - INTEGRATED HEATING (MBH) 19.3 19.3 19.3 49.5 69.9 69.9 9.3 TOTAL COOLING (MBH) 25.5 25.5 25.5 93.0 121.0 121.0 14.0 SENSIBLE COOLING (MBH) 24.6 24.6 24.6 91.3 118.5 118.5 14.0 MINIMUM SEER 10.1 10.1 10.1 11.2 10.2 10.2 10.1 VOLT /PHASE /HZ 208/1/60 208/1/60 208/1/60 480/3/60 480/3/60 480/3/60 208/1/60 STARTER INTEGRAL INTEGRAL INTEGRAL INTEGRAL INTEGRAL INTEGRAL INTEGRAL DISCONNECT SEE ELEC. SEE ELEC. SEE ELEC. SEE ELEC_ SEE ELEC. SEE ELEC_ SEE ELEC_ CONDENSER COIL GUARD PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE I ACCESSORIES INSULATED LINE SET KIT PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE CONTROL TRANSFORMER PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE LIQUID LINE SOLENOID VALVE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE TIME DELAY RELAY PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE HI PRESSURE CUTOFF PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE LOW PRESSURE CUTOFF PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE THERMOSTAT W/ SUBBASE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE SMOKE DETECTOR IN SUPPLY DUCT - PROVIDE PROVIDE PROVIDE PROVIDE PROVIDE - LOW AMBIENT CONTROL PACKAGE - - - PROVIDE PROVIDE PROVIDE - CONDENSATE PUMP - - - - CP -1 CP -2 - I IDENTIFICATION /ACCESS SCHEDULE EQUIPMENT L TAG TYPE M LETTER H HARD CEIUNG L LAY -IN CEILING, ' MIN. ACCESS A ACCESS PANEL A ACCESS PANEL T T -BAR 1" DOT T T -BAR LABEL T T-BAR LABEL AC UNITS E ENGRAVED 1 1 " _ _ - - - - - - - - - - CONDENSING E ENGRAVED 1) r r _ _ DUCTWORK SCHEDULE SYSTEM FROM TO PRESSURE SEAL SHAPE DUCT INSULATION TYPE CLASS CLASS MATERIAL MATERIAL TYPE THICKNESS DENSITY K RECT- FLEXIBLE SUPPLY ALL ALL 1" C ANGULAR GALV. GLASS DUCT 2.0" 0.75 0.28 OR STEEL FIBER WRAP 0 757 ROUND RECT- GALV. GLASS FLEXIBLE 0 28 OR RETURN ALL ALL ?° C ANGULAR DUCT 2.0" 0.75 STEEL FIBER WRAP 0 757 ROUND WITHIN 10' -0" RECT- FLEXIBLE EXHAUST EXHAUST OF EXTERIOR 2" - ANGULAR GALV. GLASS DUCT 2.0" 0.75 0.28 DUCTS OPENING OR STEEL FIBER WRAP 0 757 ROUND RECT- FLEXIBLE VENTILATION ALL ALL 1" - ANGULAR GALV. GLASS DUCT 2.0 0.75 0"28 OR STEEL FIBER WRAP 0 757 ROUND HVAC LEGEND ABBR. DESCRIPTION SA SUPPLY n =, RA RETURN ■ EXA EXHAUST AIR OA OUTSIDE AIR CA COMBUSTION AIR FLEXIBLE DUCT SD SMOKE DAMPER FD FUSIBLE LINK FIRE DAMPER (HORIZONTAL) MBD MANUAL BALANCING DAMPER --'° OBVD OPPOSED BLADE VOLUME DAMPER I- T -STAT THERMOSTAT RWS ROTARY WALL SWITCH AD ACCESS DOOR CFM CUBIC FEET PER MINUTE , D DIFFUSER R REGISTER P.O.C. POINT OF CONNECTION zasm47 I e©Ei HVAC LEGEND ABBR. DESCRIPTION SA SUPPLY n =, RA RETURN ■ EXA EXHAUST AIR OA OUTSIDE AIR CA COMBUSTION AIR FLEXIBLE DUCT SD SMOKE DAMPER FD FUSIBLE LINK FIRE DAMPER (HORIZONTAL) MBD MANUAL BALANCING DAMPER --'° OBVD OPPOSED BLADE VOLUME DAMPER I- T -STAT THERMOSTAT RWS ROTARY WALL SWITCH AD ACCESS DOOR CFM CUBIC FEET PER MINUTE , D DIFFUSER R REGISTER P.O.C. POINT OF CONNECTION zasm47 I e©Ei i - a PROJECT N0. 9915330 DESIGNED BY KB. -DRAWN BY M.R DATE 9 /01/99 BY RR DI < CI 55 CONDENSATE PUMP SCHEDULE CP -1 CONDENSATE PUMP LITTLE GIANT NO. VCL -24UL 120V 10 1/18 HP 1.75 GPM 0 24 FEET OF HEAD. RELAY FOR HIGH WATER LEVEL ALARM. CP -2 CONDENSATE PUMP LITTLE GIANT NO. VCL -24UL 120V 10 1/18 HP 1.75 GPM 0 24 FEET OF HEAD. PROVIDE WITH FLOAT CONTROL WITH RELAY FOR HIGH WATER LEVEL ALARM. PROVIDE WITH FLOAT CONTROL WITH 6. GENERAL PROJECT NOTES: 1_ DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY_ REQUIREMENTS CONTAINED IN THE SPECIFICATIONS ARE APPLICABLE TO THE SAME EXTENT AS IF CONTAINED IN THE DRAWINGS. REQUIREMENTS CONTAINED IN THE DRAWINGS TO THE SAME EXTENT AS IF CONTAINED IN THE SPECIFICATIONS_ 2. HVAC EQUIPMENT SERVING THE SWITCH ROOM AND COLLOCATE ROOMS IS OWNER- PROVIDED, CONTRACTOR- INSTALLED, MECHANICAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, STORING, INSTALLING, AND TESTING OWNER - PROVIDED EQUIPMENT_ MECHANICAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND SERVICING OWNER- PROVIDED EQUIPMENT UNTIL PROJECT IS ACCEPTED BY OWNER_ MECHANICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING REQUIRED ACCESSORIES, REFRIGERANT, REFRIGERANT PIPING FOR COMPLETE AND FUNCTIONAL SYSTEM. 3. ALL EQUIPMENT DUCTWORK AND PIPING SHALL BE INSTALLED IN ACCORDANCE WITH RECOGNIZED NATIONAL STANDARDS AND MANUFACTURER'S RECOMMENDATIONS_ ANY EQUIPMENT, DUCTWORK OR PIPING NOT INSTALLED PER ABOVE REQUIREMENTS OR NOT TO SATISFACTION OF OWNER OR MECHANICAL ENGINEER SHALL BE CORRECTED, OR REMOVED AND REINSTALLED TO SATISFACTION OF OWNER AND MECHANICAL ENGINEER_ ANY CORRECTIVE ACTION SHALL BE MADE AT NO ADDITIONAL COST TO OWNER_ 4. MECHANICAL CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH ALL OTHER DISCIPLINE DRAWINGS AND SPECIFICATIONS INCLUDING FIRE PROTECTION, FIRE ALARM, AND ELECTRICAL DRAWINGS. MECHANICAL CONTRACTOR SHALL PROVIDE RELAYS, CONTACTS, ETC AS REQUIRED FOR FULL INTERFACE WITH OTHER D'SCIPLINES_ 5_ THE PROJECT TEMPERATURE CONTROL AND MONITORING SYSTEM IS PROVIDED BY AND INSTAL! ED BY THE OWNER_ A SUMMARY OF THE TEMPERATURE CONTROL AND MONITORING SYSTEM IS PROVIDED ON THE MECHANICAL PLANS FOR INFORMATION AND COORDINATION PURPOSES_ ALL EQUIPMENT, PIPING AND DUCTWORK MUST BE INSTALLED AND BRACED AGAINST SEISMIC FORCES PER UNIFORM BUILDING CODE CHAPTER 7, AND SMACNA GUIDELINES FOR SEISMIC ZONE '3 REQUIREMENTS_ I 7i MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A CLEAN AND TIDY JOBSITE AS IT RELATES TO THE MECHANICAL INSTALLATION SPECIAL CARE AND ATTENTION SHOULD BE GIVEN TO MAINTAINING THE AREAS TO HAVE RAISED ACCESS'. FLOORS CLEAR OF MECHANICAL AND GENERAL CONSTRUCTION DEBRIS. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO OWNER'S EQUIPMENT' DUE TO MECHANICAL CONTRACTOR'S FAILURE TO CLEAR '.MECHANICAL CONSTRUCTION DEBRIS. 8_ MECHANICAL CONTRACTOR S'I-ALL BE RESPONSIBLE FOR MAINTAINING ONE UP -TO -DATE SET OF CONTRACT DOCUMENTS (DRAWINGS, SPECIFICATION, INSTALLATION GUIDELINES, APPLICABLE CODES, ETC) ON SITE_ THESE DOCUMENTS SHALL BE MADE AVAILABLE AT ALL TIMES FOR REVIEW BY OWNER, OWNER'S REPRESENTATIVES, AND MECHANICAL ENGINEER_ 9_ MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ELECTRICAL REQUIREMENTS AND FUSE SIZES FOR ALL HVAC EQUIPMENT PRIOR TO ORDERING, AND PRIOR TO INSTALLATION AND CONNECTION_ 10_ MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMIZING THE REFRIGERANT TYPES AND AMOUNTS REQUIRED AND INSTALLED IN EACH HVAC SYSTEM. THIS INFORMATION SHALL BE INCLUDED IN THE SF RIVICE MANUALS PRESENTED TO OWNER AT PROJECT CLOSEOUT. SEE 15010, 1.8, FOR ADDITIONAL SERVICE MANUAL REQUIREMENTS. 11_ SEE SPECIFICATION SECTIONS 15010 AND 15050 FOR ADDITIONAL GENERAL AND COORDINATION REQUIREMENTS_ 2_ MECHANICAL CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH GENERAL CONTRACTOR AND OWNER. SEE A0.02, "CO" RUC1SON SEQUENCE c--LAA1" FOR ADDITIONAL INFORMATION. AIR DEVICE SCHEDULE D? TITUS MODEL TDCA LOUVERED FACE ALUMINUM SUPPLY DIFFUSER FOR T -BAR INSTALLATION, 24 "x24" NOMINAL FACE SIZE, 6"0 NECK SIZE AND THROW PER PLANS. STANDARD FINISH. D2 TITUS MODEL TDCA LOUVERED FACE ALUMINUM SUPPLY DIFFUSER FOR T -BAR INSTALLATION, 24 "x24" NOMINAL FACE SIZE, 8 "0 NECK SIZE AND THROW PER PLANS. STANDARD FINISH. D3 TITUS MODEL 301 SIDEWALL GRILLE SINGLE DEFLECTION FOR SIDEWALL INSTALLATION. NOMINAL FACE SIZE 24"x12", NECK SIZE 20 "x10 ". STAND FINISH, FLUSH SCREWS. D4 TITUS MODEL 300 DOUBLE DEFLECTION SIDEWALL GRILLE MOUNTED IN T -BAR CEILING PANEL, X16 "x16 NOMINAL FACE SIZE, 14 "x14" NECK SIZE. COORDINATE LOCATION WITH RACK LAYOUT. STANDARD FINISH. PROVIDE WITH O.B.V.D., FULLLY ADJUSTABLE AIR DISCHARGE. 05 SCHOEMAKER MODEL 350 SUPPLY AIR GRILLE FOR MOUNTING IN RAISED COMPUTER FLOOR PANEL. PROVIDE WITH "THUMBWHEEL" O.B. V. D. NECK SIZE 10 "x4 ", FACE SIZE 12 "x6 ". WHITE FINISH. R1 TITUS MODEL 50R 1/2" EGGCRATE ALUMINUM AIR RETURN FOR T -BAR CEILING INSTALLATION. NOMINAL FACE SIZE 24 "x24 ", NECK SIZE 22 "x22 ". STANDARD FINISH. R2 TITUS MODEL 50R 1/2" EGGCRATE ALUMINUM AIR RETURN FOR SIDEWALL INSTALLATION. NOMINAL FACE SIZE 32 "x12 ", NECK SIZE 30 "x10 ". STANDARD FINISH, FLUSH SCREWS. x DIFFUSER /REGISTER/ GRILLE TYPE CFM QUANTITY D1 300(2 WO) THROW BLANK =4 -WAY 3W =3 -WAY 2W0 =2 -WAY OPPOSED 2WC =2 -WAY CORNER 1W =1 -WAY AIR DEVICE CALLOUT TAG NO SCALE F /a Tic /I_ T i AUG 3 1 OPYRIGH PATANO C ARCHITECTS, PA _CHECKED - RE3HSION R8EET N0. ARC Planks a , off M0 3I SUPPLY FAN SCHEDULE TAG SF -1 MANUFACTURER GREENHECK MODEL NUMBER RSF -90 TYPE FILTERED OPERATING WEIGHT -lbs. 200 SERVICE VENTILATION STANDARD CFM - ACTUAL CFM 1600 BLADE TYPE NI RPM 1077 TIP SPEED (FPM) - ES.P. (IN. 1120) 0.750 MOTOR H.P. WATTS) 1 VOLTS /PHASE /HERTZ 480/3/60 STARTER TYPE SEE ELEC. PRE -FAB ROOF CURB PROVIDE DISCONNECT SEE ELEC. BIRD SCREEN PROVIDE 2' ALTER RACK PROVIDE 2" PLEATED FILTERS PROVIDF A AUTOMATIC TEMPERATURE CONTROLS d. Generator / ATS CONTROL SYSTEM SUMMARY (OWNER PROVIDED, FOR COORDINATION PURPOSES ONLY) The temperature control system is owner- provided. The bid documents do not show or specify a design for the control system. The bid documents do not show or specify all components required to provide the specified performance_ Thermostats shown on the drawings are for location only, the scope of work for temperature control is estob1.. by the performance specifications. The performance specifications establish the control sequences for which the owners licensed engineer Will prepare the design for the specified control system and will prepare detailed shop drawings for that design. 2. The control system shall be complete with provisions for remote monitoring of the project site. Control system shall be completely compatble and flawlessly integrated into the owners existing control system off -site. 3. Wring shall be done in accordance with the requirements of the National Electric Code, and the Electrical Sections of the Specification. Mixing of AC and DC conductors in the same conduit is not acceptable and shall be removed at the Contractors expense. 4. At a minimum, the following control points shell be monitored and reported remotely to owner's existing control system. a. P. west Switch Room 1. The four computer roan air conditioning units shall be factory provided with full Johnson interfcce. 2. Room Temperature. - ALARM. 3. Room Relative Humidity. - ALARM_ 4. Outside Temperature. 5. Outside Relative Humidity. b. Battery Room 1. Fan col Status - Current sensor 2. Condensing Unit Status - Current sensor 3. Room Temperature - ALARM. - Collocate Switch Rooms (typ. 3) 1. The six computer roam air conditioning units shall be factory provided with full Johnson interface. 2. Room Temperature. - ALARM. 3. Room Relative Humidity. - ALARM. 4. Outside Temperature. 5. Outside Relative Humidity. 1. The generator shall be provided with full Johnson interface_ Alarm and trouble po is are to be monitor. by the control system_ Wires and conduits from generator ond ATS back', to the man. Meta ys control pond is the responsibility of the electrical contractor. Final coordination and connection the resp sblity "of the Temperature Controls Contractor. See deatrical drawings for exact control points to be monitored e. Fire Suppression System 1. The control system shell monitor', contacts b the fire suppression system control ' panel.. Alarm status of each fire suppression zone shall be monitored. shut down of the air moving equipment shall be by the fine 'suppression contractor. 7. Humidifier ' Lockout - The control system shall disable all humidifiers and AC unit rdieot when the ATS has transferred source, power from the utility to the backup generator. a AC Unit Delayed Start-up Sequence -The control system shall provide sequenced startup of all AC equipment when the ATS hos transferred source power from utility to backup generator.'. Control 'system shot provide minimum 10 second delay between startup of each piece' of AC equipment. Circuit Breakers, Rectifiers, UPS -Control system shall monitor the control points for th. equipment as specified on the electrical drawings. Electrical contractor is responsible for wires ond conduit from this equ pment back to the main control panel_ Final coordination and connection of these control points is the responsblity of the Temperature controls contractor_ 10. The controls contractor shall be responsible for ., requirements with manufacturers of all of the above equipment The controls contractor shall be responsible for all wiring, sensors, and final connection to all the above control points. REFRIGERANT PIPING NOTES REFRIGERANT PIPING SHALL BE CUT, FIT, REAMED, ERECTED AND INSTALLED IN A WORKMANLIKE MANNER, RUN TRUE AND PARALLEL WITH THE BUILDING STRUCTURE AND ARRANGED TO PITCH OR DRAIN AS REQUIRED FOR THE SERVICE INTENDED_ REFRIGERANT LIQUID, SUCTION AND HOT GAS PIPING SHALL BE TYPE L HARD DRAWN COPPER TUBING, ALSO KNOWN AS ' ACR" TUBING, WITH WROUGHT COPPER FITTINGS USING "SILFOS" SOLDER. TUBING AND FITTING SURFACES SHALL BE WELL CLEANED BEFORE SWEATING_ CARE SHOULD BE TAKEN TO PREVENT ANNEALING WHEN MAKING CONNECTIONS. PROVIDE REQUIRED REFRIGERATION ACCESSORIES BY ALCO, SPORLAN, OR EQUAL ACCESSORIES SHALL INCLUDE EXPANSION VALVES, FILTER- DRIERS, MOISTURE INDICATING SIGHT GLASSES, AND SHUT -OFF VALVES. UPON COMPLETION OF THE INSTALLATION, EVACUATE THE PIPING SYSTEM TO 26mm MERCURY AND HOLD FOR 12 HOURS. THE SYSTEM SHALL THEN BE FULLY CHARGED WITH REFRIGERANT AND MADE OPERATIONAL PROVIDE PIPING HANGERS AND SUPPORTS IN ACCORDANCE WITH THE BEST MODERN PRACTICE REFER TO SPECIFICATIONS FOR COMPLETE INSTALLATION REQUIREMENTS. REFRIGERANT SUCTION AND HOT GAS PIPING SHALL BE INSULATED WITH 3/4" THICK FIBERGLASS PIPE INSULATION WITH ALL- PURPOSE JACKET OR EQUAL APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS_ EXPOSED INSULATION SHALL BE JACKETED WITH 0.016 INCH THICK ALUMINUM JACKET, SECURED WITH 3/8" STAINLESS STEEL BANDS AND CAULKED WATER TIGHT_ VERIFY ALL FIELD INSTALLED REFRIGERANT LINE SIZING WITH MANUFACTURER'S RECOMMENDATIONS AND 4r :I L RED CONDITIONS. 1/4' MINIMUM DAMPER SLEEVE WITH SPACING BREAK -AWAY DUCT CONNECTIONS AS1 s NECESSARY. 1 - i' 1 OPERATOR /ACTUATOR FUSIBLE, ROD DAMPER FRAME FUSIBLE LINK WITH LOCK MOUNTING ANGLES_- MINIMUM 1 OVERLAP TYPICAL ON ALL SIDES OF DAMPER DUCTWORK NO SCALE NO SCALE FIRE /SMOKE DAMPER DIAGRAM NEGATOR SPRING SMOKE DETECTOR DIAGRAM APPROVED CAULKING MATERIAL TYPICAL AS NECESSARY_ CAULKING TO BE APPLIED PER MANUFACTURERS INSTRUCTIONS. SEE ARCHITECT DIVISION 7 FOR FIRESTOPPING_ FIRE - RATED' WALL NOTE. ALL DAMPERS SHALL BE INSTALLED PER MANUFACTURER'S, INSTALLATION INSTRUCTIONS_' DAMPER ASSEMBLY MUST BE A U_L' LISTED ASSEMBL ;"D COMPLY WITH U -L SAFETY STANDARDS 555 AND'555S_ MECHANICAL CONTRACTOR SHALL PROVIDE ONE, PHOTOELECTRIC TYPE SMOKE DETECTOR UPSTREAM OF EACH FIRE /SMOKE'. DAMPER MECHANICAL CONTRACTOR SHALL PROVIDE INTERLOCK WIRING BETWEEN SMOKE DETECTOR AND FIRE /SMOKE DAMPER_ ELECTRICAL CONTRACTOR SHALL PROVIDE 120V POWER CONNECTION'. TO FIRE /SMOKE' DAMPER AND SMOKE DETECTOR_ ROOF T -BAR CEILING RAISED FLOOR SEISMIC FLOOR NOTES: C C C C STRUCTURE ALL PIPING TO BE - CONCEALED IN WALL R.A. m Iffer STRUCTURE NOTE: DUCTWORK TO BE EXTERNALLY INSULATED ABOVE LAY -IN CEILING. SEAL AT PENETRAT10 T -BAR CEILING 1 ALL PIPING TO BE CONCEALED IN WALL INTERNALLY LINED GALV_ STEEL DUCT PER PLANS (1' LINER) PROVIDE SEISMIC BRACING OF UNIT TO WALL PER UBC AND AHJ REQUIREMENTS EACH SYSTEM PROVIDING HEATING AND COOLING AIR SHALL BE EQUIPPED WITH ONE PHOTOELECTRIC TYPE SHUTOFF SMOKE DETECTOR, UNLESS INDICATED OTHERWISE ON THE FLOOR PLANS 'OR EQUIPMENT SCHEDULE. THE SMOKE DETECTOR SHALL BE LOCATED IN THE MAIN SUPPLY AIR DUCT AHEAD OF ANY BRANCH TAKEOFFS. ACTWATON OF A SMOKE DETECTOR SHALL CAUSE THE AIR- MOVING EQUIPMENT IT IS CONNECTED TO AUTOMATICALLY SHUT DOWN. THE GLOBAL SHUTDOWN OF ALL AIR MOVING EQUIPMENT IS NOT REQUIRED. DIVISION 16 CONTRACTOR SHALL PROVIDE DUCT SMOKE DETECTORS. ALL WIRING SHALL BE DONE IN ACCORDANCE WITH THE NEC AND DIVISION 16 SECTION OF THE SPECIFICATION.' POWER WIRING TO SMOKE DETECTOR BY DIVISION 16. INTERLOCK WIRING BETWEEN SMOKE DETECTOR AND AC 'UNIT SHALL BE THE RESPONSIBILITY OF THE DMSION 15 CONTRACTOR. DIVISION 16 CONTRACTOR SHALL PROVIDE AND INSTALL AN INDICATOR LIGHT IN A VISIBLE AND ACCESSIBLE LOCATION, LABELED TO INDICATE FUNCTION AND UNIT SERVED, PER NFPA 72 AND SECTION 5- 10.6.8 FC 5.6 1" COPPER C.D. BY PLUMBING CONTRACTOR MAINTAIN FILTER ACCESS EACH END OF UNIT. t" COPPER C.D. PUMP BY MECH. CONTRACTOR 24" SEISMIC FLOOR STAND F' WITH 24 GA GALV STEEL SHROUD. SEE NOTE 1). 18 "x18" ACCESS PANEL - CONDENSATE PUMP BY MECH. CONTRACTOR UI SWITCH ROOM AC UNIT BATTERY ROOM AC UNIT INSTALLATION DIAGRAM INSTALLATION DIAGRAM NO SCALE NO SCALE NOTE 1): PROVIDE 3 TITUS MODEL 5OR OR EQUAL 1/2" CORE EGGCRATE RETURNS IN FLOOR STAND SHROUD FOR RETURN AIR. USE FLUSH SCREWS. 2) 1- 1/2 "x1- 1/2 "xi /4" ANGLE IRON FRAME WITH WELDED JOINTS - PROVIDE BRACE ON EACH SIDE OF FRAME AND ON THE ENDS ATTACH TO FLOOR W 1/2" HILTI KB -IIS EMBED 2 -1/2" MINIMUM TEST PER IR 26 -6. WRAP PLENUM W 24" GA. GI SKIN AND 1" DUCT LINER. SEAL AIRTIGHT. PROVIDE WITH 1/4" STEEL PLATE FLOOR. V UVV 9E� CRY OF NOV 11 7 1951 pERMR CENTA: M0.02 OAO2-- 12'0 6 D2 OI D2 �70 * t R1 ff rti., :rSat wh 2 FD -11 421k AI =DR ?'N�t / iIIICEM {� °000 / / MAO I� �I I 1 °000 4 " '1 'i 140yB �� 02 _ -. -- , 1000 ® °000 // ►1 °000 I ; 1 Aiik (E, omm1� ® �� _�1 i 7000' 30'x10' .. - .71 ' 7 ►.� Eiec.nco E2 101 til 1%2 FM IN E3 Ei El 221 El El 121 M El El ES 231 E3 1E2 ril Et Tif TIT El eg, ig El 22 C21 121 123 El 10 El El 122 t4 El EI 11E11 Id 121 CB El 131 ti2 14 El E/I El El 13 231 El L52 Collbcate - 103 ....... (NOO -,Occupied '$Face) HVAC PLAN SCALE: 1 /5' = 1''- 0" SHEET NOTES 0 12x12' SUPPLY AIR PLENUM DOWN FROM SF -1 ON ROOF. O EXISTING SMOKE FIRE DAMPER TO BE REMOVED AND WALL i0 AC UNIT, OWNER FURNISHED AND CONTRACTOR INSTALLED. 0 REFRIGERANT PIPING BELOW CEILING TO BE CONCEALED IN WALL O REFRIGERANT PIPING UP TO ROOF '., ©FAN COIL UNITS SUSPENDED AB C EILING PROVIDE RUBBER ISOLA HANG AND SEISMI R E S TRAINT. O NOT IN CONTRACT. ® MC VERTICAL FAN COIL UNIT ON FLOOR STAND. SEE DIAGRAMS. ON .02 0 PROVIDE CONDENSATE PUMP UNDER FLOOR STAND_ • 70 UNED SHEET METAL SUPPLY. AIR PLENUM FULL SIZE OF DISCHARGE OPENING_ 17 UNED SHEET METAL RETURN AIR PLENUM FULL SIZE OF RETURN AIR OPENING 12 ALL REFRIGERANT PIPING WATER PIPING AND DRAIN PIPING TO BEI CONCEALED 0, WAILS 13 TRANSITION FROM UNIT DISCHARGE SIZE TO 26'x20 0 DUCT MOUNTED SMOKE DETECTOR I 1S INSTALL UNDER —FLOOR MOISTURE SENSOR —ONE PER UNIT_ I i6 135 MLLE IN RAISED COMPUTER FLOOR PANEL PROVIDE ONE GRILLEEFOR EVERY COLLOCATE CABINET THIS ROOM. THESE GRILLES' ARE OWNER — FURNISHED, OWNER— INSTALLED_ 17 LOCATION. FOR LIEBERT SITESCAN CONTROL SYSTEM AND JOHNSON CONTROL SYSTEM PANELS. 78 24 GAGE SHEET METAL SHROUD AS REQUIRED AROUND ELECTRICAL CONDUITS' SHROUD TO BE SEALED. AT EQUIPMENT AND AT CEILING FOR FM200 SYSTENL COORDINATE WHH ELECTRICAL CONTRACTOR AND. FM200 CONTRACTOR I 305.12 EXTRUDED ALUSWMAI DUALIST LOWER T 1 WALL. CENTER LOUVER ABOVE YRIDOW Mt. COMMATE EXACT LOCATION WITT BUILDING OINAL PROVEE SMOKE/ THE D«ER IN DUCT AT WALL COPYRIGHT PATANO ARCHITECTS, P.A. t' Tti ro rvM. R"'"uc6 or or ol_ mis . nn -oo gl" C Do of and subject ject EC5, PA is �unlowfi and ject to criminal Droxcutior CID ' RECENTC CRY OF T_n':ILA NIlll SCI PEF.AWCEN L'F PROJECT N0. 9915330 DESIGNED IBY KB. DRAWN BY, MR.' DATE 9/01/99 CHECKED BY RFL REVISION SHEET NO. M2001 REFRIGERANT PIPING SCHEDULE EQUIPMENT TAG MATERIAL SIZE INSULATION JACKET (EXTERIOR) JACKET (INTERIOR) FC- 1 /HP -1 COPPER 3/873/4" FIBERGLASS ALUMINUM ALL-PURPOSE ' COP6 3/8 "/3/4" FIBERGLASS ALUMINUM ALL - PURPOSE FC- 3 /HP -3 TYPECOPP L ER 3/873/4" FIBERGLASS ALUMINUM ALL - PURPOSE FC- 4 /HP -4 C PPER 1/2" / 1 -1/8" FIBERGLASS ALUMINUM ALL - PURPOSE FC- 5 /HP -5 NU 1/2" / 1- 1/8 "' FIBERGLASS ALUMINUM ALL - PURPOSE FC- 6 /HP -6 C PP 1/2" / 1 -1/8" FIBERGLASS 'ALUMINUM ALL - PURPOSE FC- 7 /HP -7 COPPER 3/8 "/3/4" FIBERGLASS ALUMINUM ALL - PURPOSE AC- 1 /CU -1 COPPER 5/8" / 1 -1 /8" FIBERGLASS ALUMINUM ALL - PURPOSE AC- 2 /CU -2 C PPER 5/8" / 1 -1 /8" FIBERGLASS ALUMINUM ALL - PURPOSE AC- 3 /CU -3 TYPE COPPER , .. 5 /8" / 1 -1/8" FI ALUMINUM ALL - PURPOSE AC- 4 /CU -4 '� COPPER 5/8" / 1- X1 /8 " FIBERGLASS ALUMINUM ALL - PU RPOSE AC -5 /CU 5 TYPE ail COPPER L 5/8 "' / 1 - FIBERGLASS ALUMINUM ALL-PURPOSE AC- 6 /CU -6 COPPER 5/8 / 1 /8" FIBERGLASS ALUMINUM ALL-PURPOSE AC-7/CU-7 O P COPPE PE R 5/8" / 1 -1/8" FIBERGLASS ALUMINUM ALL - PURPOSE 1 AC-8/CU-8 TYPEL ' ,.COPPER 5 /8" / 1 -1/8" FIBERGLASS ALUMINUM ALL - PURPOSE AC- 9 /CU -9 TYPE COP ',1/2" 1 11 / 7/8" FIBERGLASS ALUMINUM ALL- PURPOSE C- 10 /CU -1C COPPER ',1/2 ",/ 7/8" FIBERGLASS ALUMINUM ALL - PURPOSE SHEET NOTES � ❑I I_❑❑❑❑❑ ❑ �'' '`' ❑ 7�1► DODO❑! I � ❑ O' O-o- O ■ F--1, O ❑O O ❑O 0U ❑ 0F 10I 01 ,10 n ❑� Oci O 0 00 0❑ 0 DOD OD ® REFRIGERANT ONES UP FROM SECOND FLOOR TO BELOW ROOF. ® REFRIGERANT LINES UP THRU ROOF. © 12 "x12" SUPPLY MR DUCT DOWN TO SECOND FLOOR. Q EXISTING HVAC EQUIPMENT TO REMAIN. 0 HVAC ROOF PLAN SCALE: 1/8" = 1' GENERAL NOTES 1 DIVISION 15 CONTRACTOR SHALL COORDINATE EXACT ROOFTOP EQUIPMENT LAYOUT WITH BUILDING OWNER, OWNER'S ARCHITECT, AND OWNERS STRUCTURAL ENGINEER PRIOR TO INSTALL110N. ® 12 "x12" SUPPLY AIR PLENUM DOWN FROM SF -1 ON ROOF. 0 OWNER FURNISHED, CONTRACTOR INSTALLED CONDENSING UNITS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING EQUIPMENT PANS COMPATABLE WITH EQUIPMENT SUPPLIED AND EXISTING ROOF SYSTEM. INSTALL RUBBER GROMMETS ON ALL EQUIPMENT WHERE REFRIGERANT LINES PENETRATE THE STEEL CABINETS. ® INSTALL HEAT PUMP UNITS ON THYCURB OR EQUAL ROOF CURB. HEAT PUMP UNITS SHALL BE INSTALLED ON MINIMUM OF FOUR 3/4" THICK NEOPRENE PADS (MAXIMUM 0.25" DEFLECTION) AND SECURED TO ROOF CURB PER MANUFACTURER'S RECOMMENDATIONS AND UNIFORM BUILDING CODE REQUIREMENTS.' INSTALL RUBBER GROMMETS ON ALL EQUIPMENT. WHERE REFRIGERANT LINES PENETRATE THE STEEL CABINETS. 14 GA GALVANIZED CLAMP 1/4'. DIAM MB, NUT AND WASHERS INSULATION AS SPECITIED 3/8" MALL LAG BOLT - EMBED 2' 3/8" ALL THREAD W /COUPUNG NOTE: PROVIDE SUPPORT BLOCK MINIMUM . OF EVERY EIGHT FEET AND WITHIN 18 OF EACH SIDE OF EVERY ELBOW. PIPE SUPPORT BLOCK DETAIL 3/4" THICK NEOPRENE PADS 1" PLYWOOD TOP CONTINUOUS 24 GA GI CAP ATTACH TO NAILER 2x WOOD NAILER THYCURB EQUIPMENT RAIL /CURB WITH SHEET METAL CAP OR EQUAL 24 GA. S/M FLASHING CANT STRIP FINISH, ROOF CONC ROOF, TYP DETAIL 18 GA GI I CURB iznn I N S111 AVON H LTI KB- EMBED 2/1 -2" MN (1) ® EA SIDE CONDENSING UNIT EQUIPMENT PAD PIPE - E PLANS FDR SIZE AND FLUID U I STREIT CLAMP (2) OF 4x8 FIRE TREATED', AEEEPERS SET BLOCL6 k'.wira ULASTRIJT 318' F]IMt''''R B1LY W/FRT1' ■ �!. i s /a Lsi R+m CU7C�fE, Max ' OF 1 3 /4' 26 GA' GI CaP f CAPTf STRfP / -(E) RUDFHIG 1 I'4j, -(E) RIGHT R6UA1710N ON ROOF - VERITY ' TWIGLESS • 1/2" PAN RECK CONDO... wars /4 LAG EMBEDDED 1" Nm PLYWOOD AT EACH CORNER ST LAG IN lASTIC A. SEALER. 24 G4. G1 ROOF SAFE WITH WEATHER HOOD REFRIGERANT MID ELECTRICAL LEADED COMM' UP THRU ROOF SAFE L INTO CURB COVER EACH . TRADE'. 1. ''.. RESPONSIBLE, FOR THEIR i COPYRIGHT PATANO ARCHITECTS, PA rrpp 4 r c . 77:7 7 of i"wn w V"nvl"tion m "M Wrt m ain work .Rnou< ga Pw *t PATANO jest to ECR, PA is m own and weir a ...in.! woe«w REVISION NOu PERMIT CENT PROJECT', NO 9915330 DESIGNED BY X.B. ifBRAWN BY MR. DATE 9/01/99 CHECKED BY R.H. SHE � \�/ /� / l p / / ��/ M