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HomeMy WebLinkAbout2075 LAS PALMAS DR; ; CB004113; Permit12-05-2005 ·City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB004113 Building Inspection Request Line (760) 602-2725 Job Address: 2075 LAS PALMAS DR CBAD Permit Type: Tl Sub Type: Parcel No: 2130611900 Lot#: INDUST 0 NEW StatusGXPIRV Valuation: · $185,328.00 Construction Type: Applied: 11/06/2000 Occupancy Group: Reference #: Entered By: CB Project Title: MODETEK 4,752 SF MANUFACTURING LAB Applicant: MICHEAL ARNOLD-KUSH SUITE H 3970 SORRENTO VALLEY BLVD SAN DIEGO CA 92121 858-457-6860 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee. Plan Check Discount Strong. Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot: Water Con. Fee Meter Size Add'I Pot.-Water Con. Fee Reel. Water Con. Fee $922.08 $0.00 $599.35 $0.00 $0.00 $38.92 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Plan Approved: 02/08/2001 Issued: 03/02/2001 Inspect Area: · TP Plan Check#: Owner: CITY OF CARLSBAD PUBLIC AGENCY 00000 Meter-Size . Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $41.00 $210.00 $49.50 $0.00 $0.00 $0.00 $0.00 TOTAL PERMIT FEES $1,860.85 Total Fees: Inspector: $1,860.85 Total Payments To Date: $1,860.85 -Balance Due: FINAL APPROVAL Date: ---------Clearance: ------ $0.00 NOTICE: Please ta~e NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must . follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section ~.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTRER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exa lions f which ou h ve revi u I n iv n a N Tl E imil r hi r t which the statut of limitations has reviousl otherwise ex ired. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03/02/2001 Commercial/Industrial Permit Permit No: C8004113 Building Inspection Request Line (760) 602-2725 Job Address: 2075 LAS PALMA$ DRCBAD Permit Type: Tl Sub Type: INDUST Parcel No: 2130611900 Lot#: 0 Valuation: $185,328.00 Construction Type: NEW Occupancy Group: Project Title: Reference #: , MODETEK 4,752 SF MANUFACTURING LAB Status: · Applied: Entered By: Plan Approved: Issued: Inspect Area: Applicant: .Qwn,er;,.:-.· --_, •. _ MICHEAL ARNOLD-KUSH .Cl:tY:tiF:CA~l;:SI:~AD ISSUED 11/06/2000 CB 02/08/2001 03/02/2001 SUITE H · -,·;. · .. ,:.:-:-_::'.._;?:·-~};t.:t~~i:;·~. 3970 SORR~NTO VALLEY BLVD ·· -·, ·, ,.,. ... ', '/ /. -:-.>::._;,.,-'> '.:~·,;~-,]958 03/02/01 000'"> 01 SAN DIEGO CA 92121 / •', · . ·. 1. < · .. ,', "P~SL·iC.iAGE}i1t:t poo:bu~~:rJ/,~:.,,. CGF· 02 1860-85 858-457-6860 • (:5?, , ~ ,.'C 1,::~f1;f/~{~~;4;1~" ~------------: . ;r(;i~rR~_yrrfe11tf r~ ·c't:lfif'. ·,::~ ~-::·1~,Jo~f~;?:¢:~ ,,fsJm11~" Total Fees: J ... ,.-.··· :·<::"t(i> ,c. /i~i~:~1:\ftf}{~-·-{~~{tr:~; $1,860.85 FINA!-; APQROV,~ ~' ' :".-~ . -=-c; ~ Inspector: .•-----~~ Date:-~'£. -~-\ _ ---~ You are hereby FURTHER NOTIFIED that your right to protest the specified-~iil . changes, nor planning, zoning, grading or other similar application processirf'dl;~;J fees/exactions of which ou have reviousl been iven a NOTICE similar to s · -as to. Clearance: _____ _ V PERMIT'lAPPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. ~bJ04 / J9 EST. VAL. _________ _ Plan Ck. Deposit----=-...,,,,...---- Validated ~Y t..,~ Cb Date I/ / {!)/(Jo Address (include Bldg/Suite #) Business Name (at this address) /f: $0 .. 3°} Legal Description Lot No. Subdivision Name/Number Phase No. ,, ... ,~ ~ Assessor's Parcel # Existing Use Propes d Use 1':~ l111rµveJllf'NL Description of Work / 1-/7~:3- SQ. FT. #of Stories 1 # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone# 14'/ ,, ·-_:flo1:i'ERff·OWNE. --> ~ "-~R_f __ ,.,p ____ ;IL., . . (L?Z-272--/ Name Address ----...,.,.-,-~ City State/Zip Telephone# '1IJ'i?'P~4:J rii.;..;;,;I;)QNIMPI-if R .-d~OJ'llRENY:'.:.~'-'Mg~=~A _____ .:::.;-:::.-~" -"'~ •• """"-..;;.;..,,;~~-:, ;,;;: __ :~-~-. ,:_ ., ... L~! t::s::::~:A·~:::.::;ir::: -~,-: x ,,.;.:.,,, ..:, ~£;z::::x::.:::::~:-d!:~,:~:-2~::::~ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed state!llent th{lt he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5.by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). NtN71nt&I Name Address City State/Zip Telephone # Sr~ ~~:e ~-u-u-,rq-,!'-n-=-=-=--=---License Class_________ City Business License # -=--=-----L:+-~LJ-?../ ,..__,_ ,1 ~-'~¥.. ~£L_ 3911> 'zd~ i/At.li::f:!aLVP., $12?" II: 5'D <!A-Ohi:FL._7 7 'C1P~V Designer Name Address • City State/Zip Telephone State License # ---,-..----~-~ -W-ORKERS' COMPENSATION/-::_~-:-:_:", , . , _:-__-: ::.: ~;" __ ,,,,,..., -.:~·,,-_ ', ' ~=" -~--''.i:-. ,, ',"A"~-,, Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and wUI maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. D I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance-Company __ ~-----------------Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLl.ARS ($1001 OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of·California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE _______________________ ~------DATE _________ _ li:":~~OWNER;~ultDER'DECLARAT.ION,' ·, ,::.:..,·. _--::.-::': :: ~ , • ., ,.::.,,,,,:,::;:~,~:~<"" ·~-'·:''.~;z~--:: I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as ·owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale , (Sec. 7044, Business and Professions Code: The Contractor's ,License Law-does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. D YES ONO 2. I (have / have natl signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include -name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number): _____________________________________________ _ '5, I will provide some of-the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): ____________ ~------------------------------------------- Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES D NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRiCT. ;a,::::z~n1f6rio1{,EEN'b1N<il\GEN]::Y-:--->i:0~'Z".'>_ :· · """'[-:~--:--:,: ~ -·; -,!::.L , . -:..i, '">2I~1-:;'"'-:-:,:>::-- 1 hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097{i) Civil Code). LENDER'S NAME :::;::;;;;;:;;;:;;;;;::;::::::::::;:::::::;;:::::::;::;:::::::::::::::;::::;;:;:::;:::::::;::;:;:--~L=EN:_:,D:=_:E;;_:R:_'S;::_,:_A::,_D_:;.D;.:_RE:;-_:S:,:S:::::;;:::::::;:::::::::::;:;:::::;::=:;:::::;:::::::::::::::::;:-;-:-:::-:;;:::::::::=:;::;:::::;:::::;:::::;:::;:::;;-:::::;::::::;::::;::: l~L, \,~!'J:'.tJQ.~tff ,GE;J3J!F4QAT!QN;, -, , -' , ;,·~·k -:'. C, ·;;,:,., , , :;. : ,-, .. :,;, •• -~w;:,;. .~\,., ::,, .::: -~--:,;_., ,.:i;::~~j'.' ~-.~::.,,:-~. }t'-:-: ~d::~C_'; . ,,:::-,~:;>-;,, -::),";;"''< ;-,;::-:-~ ,:,;:;~, ·'. ,:_;-:.] I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building cial under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such perm· · t c mmenced wi · 80 days from the date of such permit or if e building or work authorized by such permit is suspended or abandoned at any time after the work is co enced period of 180 days (Section 106.4.4 i uilding Code). APPLICANT'S SIGNATURE __:~Ii::::_J;,_ __ __,=:;::::==~=:~5t=:=... ______ _ DATE ~'~(_,_/4_~"""',,_0_o_d _____ _ WHITE: File YELLOW: Applicant PINK: Finance t 1 Inspection List Permit#: CB052513 Type: Tl INDUST CYGNUS 7,191 SF OFFICE TO OFFICE Date Inspection Item Inspector Act Comments 11/28/2005 89 Final Combo PC AP 11/28/2005 89 Final Combo RI 11/22/2005 89 Final Combo RI 11/22/2005 89 Final Combo PC co PROVIDE FIRE DEPT APPROVAL THEN CALL 11/08/2005 14 Frame/Steel/Bolting/Weldin TP AP T-CEIL EXIST. TIE -IN FRNT. OFFICES 11/08/2005 34 Rough Electric TP AP RE-LOC CEIL LITES IN FRNT. OFFICES 1 0/25/2005 17 Interior Lath/Drywall TP AP FRONT OFFICES 10/20/2005 14 Frame/Steel/1;3olting/Weldin TP AP FRNT. OFFICES 10/20/2005 34 Hough Electric TP AP FRNT. OFFICES 10/03/2005 89 Final Combo TP AP 09/30/2005 89 Final Combo TP NS FROM FRIDAY 09/22/2005 14 ·Frame/Steel/Bolting/Weldin TP AP T-CEIL 09/22/2005 19 Final Structural TP WC 09/22/2005 34 Rough Electric TP AP CEIL LITES 09/22/2005 44 Rough/Ducts/Dampers TP AP DUCTS, PLUMS 09/20/2005 14 Frame/Steel/Bolting/Weldin TP AP T-CEIL 1-4 LN. 09/20/2005 24 Rough/Topout TP WQ 09/20/2005 34 Rough Electric TP AP CEIL LITES 1-4 LN. 09/20/2005 44 Rough/Ducts/Dampers TP AP DUCTS, PLMNS 1-4 LN. 09/02/2005 17 Interior Lath/Drywall RB AP COMPLETED 09/02/2005 44 Rough/Ducts/Dampers RB WC 08/31/2005 17 Interior Lath/Drywall TP AP CLN. RM. SECT. OFFICES, INFILLS 08/29/2005 14 Frame/Ste.el/Bolting/Weldin TP AP WALLS 08/29/2005 34 Rough Electric TP AP WALLS 08/26/2005 14 Frame/Steel/Bolting/Weldin TP co 08/26/2005 14 Frame/Steel/Bolting/Weldin TP co BRACING 08/26/2005 24 Rough/Topout TP WC 08/26/2005 34 Rough Electric TP AP WALLS 08/26/2005 44 Rough/Ducts/Dampers TP WC Tuesday, November 29, 2005 Page 1 of 1 ,, i . '"' . ,,_ ... , ' -' ··-·'" ,> : .....,_A..,.,•¥'"" ••• .... q.....,._e;o '*'lf~•,,,..•\Jf'E' wec::wa .1,w•lJ.C>Zil4t. st¾ 2 IPlil:-= , ;, , , .... , • 'I I O ·1 1·-CARL, SCHMIDT ' REGISTERED SPECIAL NSPEClOR P. 0. Box l 78403 :·;;J San Diego, CA92l 77-8403 - }}t. Phone (619) 855-9252 /.Y·f ~ SPECIAL IN.SPECllON REPORT 1 f° PROJ:CT: ttlb cl~ -f'_e f . AOO<ESS·· 2. 0 7 J l t>S ;o?t /h,z oe..£ /2_r- CllY: Co.r-I .J 6 q_c/ PERMIT#: C /3 0.0 .1/ll 3 , .. .OS START: nBSTOP: PlANFILE #: ,. .. .......... ~...,....... ~,,.,. .... , ...... ,.-_,; TYPE OF OBSERVATIONS: ~NRY __ · REINF;~ED CONCRETE~-~IELP-WE(~~G__ EPOXY_ . ·.j PRESTRESSED CONCRETE_ SHOP WELDING_ BOLTl~G~ REINFORCi~~·STE;· --:.··:·~iR~PRQOFIN5?,_ .;.··. . ,... ,.·"'·".,. ,. ......... ' /~.,,.-"'' _.,.~---... ,=·==; SAMPLES: NUMBER:_ lYPE: · . -.,,-/.,,.. :.-; Materials'Design Mix Numbers'PSI: II-C/ 9; t> , A-.J. 2.S-· · · -· / · : /(a;.;, ..r~ 'f-'21f ..e c/ 6 <2 .~.-c/ w.f' d<;-e ~.., e,,4c~j- :· Inspection Cote: :3-/ 9~ c) I . REPORT __ .,,·· .. ---_./ · · .,,. / "' { {) b .J .e r v .t cl f h e -R-,-, . ~:e '4 ; ;-6 ,-. ·/1-; .,··· ~--.. ;... o _c~ d1A /'..e ..5 ;, / f.. ST r J ""' -/-I, · i> / "J Ot 1 ~_,,-~ :.e_./,,,.·''lJc, M-? ~ ·- ,.. C /L ~ r2 C: o a b--z ,?,_,.,,e_r c/ # re:.-"> /2 tJ '"'l... J 4 e. e 5 -Z / '.. +s--/, Th..e 7 /4/,. /1-Vtro.'~a((is l,,v..eY.i f:or-c;vted ' i . ·l .,- ·.::J ., .... ! -1 r· fo re 00 E r, f.8-r, I a ..-i. cl J..,f:?, .e, ;g /ty/t' ,,4-J2.r 6 ° /~_s 7 .. -..... .,. . .,. ?Je r--..e. t-(/ ,-</ u .e . "c:/ ~\?,yy~~ ..J' ZS-FT, ,Ld' S, • · C cf O E~ 117 2.." Tt> ...e. ,~.r T /~ Ce> n Cr--<-?'--<: ·-· /ee;; o d ri-,' 7 . 'NORK NSPEClEO CONFORMS WITH AfPROVED PLANS AND SPECFCAIDNS Lt,jl.E$ 01HBM'l.5E NOlED Cr/ S (., hm 1' r/T ? 'I 2-_ ProjeQt Billing lnformatµ: Prtnt Name Certification# Co 11-7 tt.z ~;-f-a r cl · Signature of Special Inspector Phone: ( Fax: ( ) _______ _ :• ( L .• COMMERFORD INSPECTION INC. IOI I-AW. WHIITIERBLVD. LA HABRA, CA 90631 (562) 690-3198 or (562) 690-2883 FAX (562) 690-4887 DEPT. OF BLDG. & SAFETY CITY OF (e,, t h /f ftJ) COUNTY OF s~ .. -/.J /"f"' £1 v 7 ~ SPECIAL INSPECTION REPORT / Building Permit No. _.c 11 Ou L/ ! iJ Job No. _·____, _______ Date 3 r 9 I() I ·Job Identification/ Address 2 0. 7 $' · L A ~ Pett In a "> General Conttact~r I Address . ..6./J-""""Jf.1~· ...,C'""-'~....:'-=-~'-'-r,-,-',~)"""A~r/-~----------------------- Sub-Contractor I Address __._/3""'L=i3'""'£"""-_1 "=-·-:>_(..._H .... · --,---------------------------- Structural Engineer/ Address _/1~/_N'_...,· _L_12._e... __________ ~-------------.--- TYPE OF WORK: WELDER ]/qj T l 1 ,. Grout REINFORCED <;.PNCRETE _ PRESTRESSED·CONCRETE _ RECEIPT~BER MASONRY WELDING WELDER : ~ . DESCRIPTION OF _\\'.ORK INSPEC1ED: ,.I ---. ;""' \.. . .• / HOURS IJ· I· O.lf.· .... __ (J TIMEJN SAMPLES Mortar Concrete Block Prisms --- HI-TENSILE BQLTING GYPSUM CONCRETE RECEIPT NUMBER TIMEOUT Densit -----All inspections based on a minimum of 4 hours & over 4 hours -8 hour minimum. In addition, over 8 hours and Saturday will be billed at time and a half. ATTORNEY'S FEES -If any action at law or i11 equity is brought to enforce or interpret the terms of this Contract, the prevailing party shall be entitled to reasonable attorney's fees, costs and necessary disbursements in addition to any other relief to wtuch such party may be entitled .. . . SPECIAL INSPECTION P.KPOR~ L,,-----~ / Inspector'sName: ·L-Y0'"//.t.,t:J l7,...,t(f,1 /1~nspector'sSignature: ~ ~ I.D. No.Oa l, I, 2 ja -fi.~ has been filed an it states that the above work to the best of his/her knowledge complies with the provisions of the Unporm Building Code and meets Approved Plans and Specification. '•. \' ,. \ ! ; \, I '\ i 1 ' . . \\ \ / I .. Approved byv .-..:,\--,~ ' .. ~.-L . y . . '\ f \ \ Project Superintendent Respectfully Submitted By------------------Commerford Inspection, Inc . .J { DAILY REPORT Proiect Name Contractor Subcol)tractor Weather: Date 3-, 01 Ins ector Teclinician (frlnt·or·r· ) w CHRISTIAN WHEELER. D Pre-Stressed Concrete D Field Welding ENGINEER.ING Project·# Permit# Engineer D Reinforced Masonry 0-Fireproofing Plan File# D Epoxy Anchors o ________ _ Hours Charged: 4925 Mercury Street + Sa_µ Diego, CA 92111 + 858-496-9760 + FAX 8_58-496-9758 ~ of Caltl ¥\Jae{ c,': ·' .• ,', ... ,'' .·t \ l , ... ~sGi I Corporati-on 'J.n P.artners/iip wit/i qovemment for '.BuiUing Safet!f DATE: February 7, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4113 PROJECT ADDRESS: 2075 Las Palmas PROJECT NAME: Modetek Inc. SET:IV Clean Room TI D APPLICANT ~ D PL.AN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. · ' r8J The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and $hould be corrected and re'submitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: r8J Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Mail Telephone Fax In P~rson Date contacted: (by: ) ~ Fax #: i:gj REMARKS: 1. The designer concept has ed: The clean room is no longer being classified as an H-6 occupancy. The pe~m· pplication should be revised to reflect this. 2. The designer stated that the building icial agreed that the existing facilities would not have to be upgraded to comply with current T." le 24 disabled access provisions at this time., Please verify. By~ Kurt Culver Esgil Corporation D GA D MB D EJ . D PO 1/31/01 Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 r ) EsGil C,orporation 1n Partne.rs/i,ip witli qovemmerit for '13uifaing Safety DATE: January 19, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4113 SET: III PROJECT ADDRESS: 2075 Las Palmas PROJECT NAME: Modetek Inc. Clean Room TI D APPLICANT VURID . D PLAN REVIEWER CJ FILE D The plans transmitted herewith h~ve been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are r~solved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and shou_ld be corrected and resubmitted for a complete recheck. · [gl The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · [gl The applicant's copy of the check list has been sent to: Michele Arnold-Kush 3970 Sorrento Valley Blvd., Suite H San Diego 921"21 D Esgil Corporation staff did not advise the applicant that the plan ch.eek has been completed. _[g! Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Michele Arnold-Kush Telephone#: (858) 457-6860 Ext. 18 Date contacted: 1 fr q / 01 (by:~) Fax #: -6862 Mail c..,..Tolephone D REMARKS: Faxc,......--' In Person By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC Enclosures: 1/10/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560~1468 + Fax (858) 560-1576 • l I ) · Carlsbad 00-4113 January 19, 2001 RECHECK P~AN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2075 Las Palmas DATE PLAN RECEIVED BY ESGIL CORPORATION: 1/10/01 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 00-4113 SET: Hf DATE RECHECK COMPLETED: January 19, 2001 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code,_ National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. this plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate .rechecking, please identify, next to each item, the sheet of the plans upon wh'ich each correction on this sheet has be.en made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections. from this list. If there are other changes, please briefly describe them and where · they are located on the plans. Have changes .been made not resulting from this list? OYes DNo I') 'Carlsbad 00-4113 January 19, 2001 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave~, Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engin$ering and Fire Depart~ents. NOTE: Plans that are submitted directly to EsGil Corporation. only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. · 6. When the character of the occupancy or use changes within a building, the building must be made to comply with current Buildin,~1~ode requirements for the new occupancy. Section 3405. tls.16ut:>, 'n. vwh,t#J \'2.·li·OI . It appears that the clean room ~aA Pl4) opeupaRO~' represents a change-in-occupancy. THE PLANS NOW INDICATE THE CLEAN ROOM WILL ONLY BE AN F-1 OCCUPANCY. ESGIL CORPORATION WILL ADVISE THE CITY. 7. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. ESGIL CORPORATION WILL ASK THE CITY WHETHER UPGRADES MUST BE ACCOMPLISHED NOW, OR UNDER A FUTURE PERMIT. NEW CORRECTION: The structural plans/calculations considered roof-top equipment. Sheet M-1, though, shows 3000# equipment at the ceiling level. Please provide appropriate design and detailing. . ,) J Carlsbad 00-4113 Januaey 19, 2001 PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. MECHANICAL (1997 UNIFORM MECHANICAL CODE) The mechanical plan design and the electrical plan design do not agree as per the roof mounted equipment d_esign. Please correct whichever is incorrect. Design sheets are provided by both disciplin(;)'s: The mechanical shows (2) 45 ton units, the electrical (1) 60 ton unit. This is a substantial design difference. The plan check response was "to be cort1pleted under a separate permit, phase 3. Remove or cross out all items throughout the prints that are not part of the mechanical, plumbing, or electrical design or include a descriptive "Scope of Work" which clearly separates the permitted from the to be permitted items. The mechanical design layout ne~ds to co-ordinate between the mechanical, plumbing, and electrical disciplines. The plumbing does not have a condensate drain layout for CU1 and CU2 and the electrical roof layout shows CU1 and CU2 in the· wrong location. 2. Provide the mounting details for the roof installed boiler onto a combustible surface (roof). Provide the manufacturers· installation instructions detailing the approved mounting surface permit-t~d for the boiler. ). Provide the manufacturers installation instructions, boilers generally may not be installed upon ·a combustible base, even covered with sheet metal. If a combustible base is used as shown, please provide the installation instructions. 3 .. 4. Provide an air balance schedule for the two mechanical units. How and where is the 10,000 CFM of air exhausted? I As per UMC, Section 404.1, Return air shall not be obtained from the following locations: Return airas shown on sheet M-1. Address the following categories in relationship to ~heir applicability to the interior environment in the clean room. ' 1. Where it will pick up objectionable odors, fumes or flammable vapors. 2. A hazardous location. 3. An unsanitary location. 4. A corridor, exit passageway or exit enclosure required by the Building Code to be of fire-resistive construction. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. v' EsGU Corporation 1.n PartM.rsli.ip witli. (jove.mment for 'lJuilaing Safe.tg DATE: January 2, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4113 SET: II PROJECT ADDRESS: 2075 Las Palma$ PROJECT NAME: Modetek Inc. Clean Re>om TI D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction'.s building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil · Corporation until corrected plans are submi~ed for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact. person. ~ · The applicant's copy of the _check list has been sent to: Michele Arnold-Kush 3970 Sorrento Valley Blvd., Suite H San Diego 92121 D Esgil Corporation staff did not advise the applicant that the plan check has been compt'eted. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Michele Arnold-Kush Telephone#: (858) 457-6860 Ext. 18 Date contacted: , .. z.-o, (by:~) Fax #: -6862 Mail.,,,. Telephone Fax.'-"' IA Person -~ REMARKS: Note to city staff: Please see the revised fee sheet enclosed herewith. By: Kurt Culver Esgil Corporation D GA D MB D EJ D PC 12/26/00 Enclosures: tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' ' ) Carlsbad 00-4113 January 2, 2001 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2075 Las Palmas . DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/26/00 REVIEWED BY:· Kurt Culver FOREWORD (PLEASE READ): ' PLAN CHECK NO.: 00-4113 SET: II DATE RECHECK COMPLETED: January 2, 2001 This plan review is limited to the technical req1.;1irements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation .and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before. the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1-997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. B. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. C. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. .If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? IJYes DNo V A ' J Carlsbad 00-4113 January 2, 2001 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1·. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 6. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building pode requirements for the new occupancy. Section 3405. . 1'El£~. l). WN....,t,,w.J )l·1'1·d It appe1;:1rs that the clean room (~n H<fi) eoowpano~ represents a change-in-occupancy. THE PLANS NOW INDICATE THE CLEAN ROOM WILL ONLY BE AN F-1 OCCUPANCY. ESGIL CORPORATION WILL ADVISE THE CITY. 7. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. ESGIL CORPORATION WILL ASK THE CITY WHETHER UPGRADES MUST BE ACCOMPLISHED NOW, OR UNDER A FUTURE PERMIT. 9: Rooms with more than 10 occupants may have one exit through~ adjoining room. Revise exits to comply. Section 1004.2.2. IS THE ONE-HOUR CORRIDOR TO BE CONSTRUCTED UNDER THIS PERMIT, OR A FUTURE PHASE? HOW IS THIS MADE CLEAR ON THESE PLANS? PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. Show the locations of the liquid storage, dispensing, and mixing rooms and gas rooms and compliance with UBC 307.11.5.4 on the floorplan. I ' l Carlsbad 00-4113 January 2, 2001 PLUMalNG (1997 UNIFORM PLUMBING CODE) 2. Plumbing plans have not been provided. If any plumbing improvements are to be made under Phase I improvements (Clean rooms) provide complete plumbing design plans. ( See following 2 items) •!• Provide sizing calculations for the (2) 45 ton mechanical units condensate waste into the service sink. •!• The 2 ½" gas line is undersized fot the future boiler. Please revise. 3. 4. 5. 6. 7. 8. 9. MECHANICAL (1997 UNIFORM MECHANICAL CODE) The mechanical plan desigh and the electrical plan ·design do not agree as per the roof mounted equipment design. Please correct whichever is incorrect. f)esign sheets are provided by both discipline's: The mechanical shows (2) 45 ton units, the electrical (1) 60 ton unit. This is a substantial design difference. The plan check response was ''to be completed under a separate permit, phase 3. Remove or cross out all items throughout the prints that are not part of the mechanical, plum/:Jing, or electrical design or include a descriptive "Scope of Work" which clearly separates the permitted from the to be permitted items. Emergency power is required for the exhaust system. Please address at the next plan check. Specify on the plans that any exhaust system for the laboratory area will be under a separate permit. Provide the mounting details for the roof installed boiler onto a combustible surface (roof). Provide the manufacturers installation instructions detailing the approved mounting surface permitted for the boiler. Detail disposal sites of main condensate drainage from air conditioning/chiller units. UMC Section 309. Provide sizing calculations for the (2) 45 ton mechanical units condensate waste into the seNice sink. Provide an air balance schedule for the two mechanical units. How and where is the 10,000 CFM of air exhausted? Specify on the plans that any exhaust system for the laboratory area will be-und(;Jr a separate p~rlm. D,WALt/1\A~ r2. .. ,~ •OJ Show compliance with USC 1202.2.5 "GFeup ~ Oooupaneiee" Interior Environment" for necessary ventilation. Specify on the plans that any exhaust system for the laboratory area will be under a separate permit. , Exhaust ducts shall terminate outside the building as per UMC, Section 504.1. Specify on the plans that any exhaust system for the laboratory area will be under a separate permit. ,, ,, Carlsbad 00-4113 January 2, 2001 10~ Provide gas line plans ahd calculations, showing gas meter location, gas pressure, pipe lengths and gas demands. UMC Section 1318. The 2 ½" gas line is undersized for the future boiler. Please revise. 11. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section· 608 and also see Section 203. Notshowh. · "Air-moving system is a system designed to provide heating, cooling, or ventilation in which .one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space." Please provide the required smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. 12. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. Specify on the plans that any exhaust system for the laboratory area will be under a separate permit. · 13. As per UMC, Section 404.1, Return air shall not be obtained from the following locations: Return air as shown on sheet M-1. The plan check response concerned outside air and exhaust air, neitheris an appropriate response. Specify on the plan$ that any exhaust system for the laboratory area will be under a separate permit. 1. Where it will pick up objection~ble odors, fumes or flammable vapors. 2. A hazardous location. 3. An unsanitary location. 4. A corridor, exit passageway or exit enclosure required by the Building Code to be of fire-resistive construction. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the revi~w process, note on this list (or a copy) where the corrected items have been addressed on the plans. ,,) ;, 'fL I ) 1 Carlsbad 00-41_13 January 2, 2001 VALUATION AND PLAN CHECK FEE (Revised 1/2/01 kc) JURISDICTION:-Carlsbad PREPARED BY: Kllrt Culver PLAN CHECK NO.: 00-4113 DATE: January 2, 2001 BUILDING ADDRESS: 2075 Las Palmas BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: -- BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. Tl 4752 . -39.oo· ~sa,a~s Per designer 815,478 --- Air Conditioning Fire Sprinklers TOTAL VALUE 815,478 Jurisdiction Code cl;> By Ordinance / Bldg. Permit Fee by Ordinance ... , I ~, 2,961.18 1-Plan Check Fee by Ordinance ~, 1,924.76 Type of Review: 0 Complete Review O Structural Only D Repetitive Fee [BRepeats Comments: Qather D Hourly Esgil Plan Review Fee 479A8j 1,539.81 Sheet 1 of 1 macvalue.doc ti ., l l 'I l EsGil Corporation ·---1n Partnersliip witli (jovernment f'Or '.BuiUing Safety DATE: November 22, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4113 SET:I PROJECT ADDRESS: 2075 Las Palmas PROJECT NAME: Modetek Inc. Clean Room. TI ~NT D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff.· D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and res1,1bmitted for a complete recheck. [8J The check list transmitted herewith is for your informc;3tion. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. !Z] The applicant's copy of the check list has been sent to: Michele Arnold-Kush 3970 Sorrento Valley Blvd., Suite H San Diego 92121 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. !Z] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Michele Arnold-Kush Telephone#: (858) 457-6860 Ext. 18 Date contacted: l \ lJ.:;)-(by: "6 ) Fax #: -6862 Mail-Telephone Fax--In Person [8J REMARKS: Phased project? Change-in-occupancy? Sy: Kurt Culver Esgil Corporation 0 GA [8] MB (81 EJ O PC Enclosures: 11/9/Q0 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 J Carlsbad 00-4113 Novemb~r 22, 2000 __ _ PLAN REVIEW CORRECTION UST TENANT1MPROVEMENTS PLAN CHECK NO.: 00-4113 OCCUPANCY: H6 TYPE OF CONSTRUCTION: V-N? . ALLOWABLE FLOOR AREA: To be determined SPRINKLERS?: Yes JURISDICTION: Carlsbad USE: Clean Room ACTUAL AREA: TI= 4752 STORIES: HEIGHT: n/c OCCUPANTLOAD: TI=-25 REMARKS: Change in occupancy? DATE PLANS RECEIVED BY JURISDICTION: 11/16/00 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/9/00 DATE INITIAL Pl-AN REVIEW PLAN REVIEWER: Kurt Culver . COMPLETED: November 22, 2000 FOREWORD (PLEASE READ): This plan review is limited to the techflical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by th~ Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those· departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1·997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list {or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list wh~n you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tiforw.dot ,, Cadsbad 00-4113 Nov~mbe.r 22, 2000 1. Please make ·all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one bf two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The Citywill route the plans to EsGil· Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and cak:ulations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560.-1468. Deliver all remaining sets.of plans and Calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. UBC Section 107 .2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide the designer's or contractor's construction cost estimate of all work proposed. 3. It appears. that the ,plans show only a limited phase of a much larger project. Has the building official agreed to phasing·the project like this? 4. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes. Business and Professions Code. 5. Provide a note on the site plan indicqting the previous use of the tenant space or building being remodeled. Section 106.3.3. 6. When the character of the oc·cupancy or use changes within a building, the building must be made to comply with current Building Cos:f ~ requirements for the new occupancy. Section 3405. 1 UE\-.t£1). t).WAl+A~~ \1..•lt•OI a) It appears that the clean room (aA'!,1 6) ooeupaney represents a change- in-occupancy. As such, please provide sufficient information to show compliance with the following: i) UBC Section 307,11 (each subsection). ii) UBC Section 307.1.6.-- iii) UBC Table 3-B. iv) UBC Section 504,3. v) UBC .Section 1007.4. vi) Other applicable code provisions. ' Carlsbad 00-4113 Nov~mber 22, 2000 7. The tenanfsp-ace and new and/or existing facilities seNing the remodeled area must be accessible to and functional for the physically disabled. ~- 9. 10. 11. 12. 13. 14. a) Please provide sufficient information on the plans to show that the required existing features (parking, path of travel, restrqoms, etc.) comply with current Title 24 provisions. Specify lever-type hardware for passage ddors on floors accessible to the disabled. Title 24. Rooms with more than 10 occup~nts may have one exit through one adjoining room. Revise exits to comply. Section 1004.2.2. ·· Exit signs are required whenever two exits are reqllired. Show all required exit sign locations. Secti9n 1003.2.8.2. -h 1.JA.l~ \'):·lt•ol . 1 ~&le.te:o • .u ,Wr MNl . Exit doors from 6rou~r 1~'6 oeeupanoioo~shall not be provided with a latch or lock unless it is panic hardware. Sect'ion 1007. '0£J£i,s:l) . t). WAI~ 1z ... ie .. o \ All doors and gates, within the exit path from Group I 14 oeeupmwics to a public way, shall not be provided with latches or locks unless they are equipped with panic hardware. Section. 1003.3.2.2. Provide an exit analysis plan (may be 8 1 /2" x 11" or any convenient size). Show in ·this analysis the occupant load of each area, the general exit flow patterns (by using arrows), accumulated occupant loads and required exit widths. On the cover sheet of the· plans, specify any items requiring special inspection, in a format similar to that shown below. ITEM REQUIRED SPECIAL INSPECTIONS REQUIRED? HIGH-STRENGTH SOL TS FIELD WELDING EXPANSION/EPOXY ANCHORS REMARKS 15. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. 16. In seismic zones 3 or 4, if a structure is defined in Table 16-:K as Occupancy Category 1, 2 or 3, note on the plans that ,;Structural obseNation by the engineer/architect shall be performed. A statement in writing shall be given to the building official., stating that the site visits have been made and whether or not any obseNed deficiencies have been corrected to conform to the approved plans and specifications". Section 1702. · < ·' .. l • •) i, • Carlsbad 00-4113 Nov~mber 22, 2000 17. Please see below for PME corrections. 18. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., p·lan sheet, note or detail number, calculation page, etc. 19. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San D.iego, California 92123; telephone number of '858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Culver at Esgil Corporation. Thank you. PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen 1. The licensed designer must sign each sheet of the plans. (Mechanical) 2. Show the locations of the liql:lid storage, dispensing, and mixing rooms and gas rooms and compliance with USC 307.11.5.4 on the floorplan. 3. Provide complete details of HPM piping, if installed, for this facility. More corrections may 13e required if HPM piping is to be installed, PLUMBING (1997 UNIFORM PLUMBING CODE) 4. Plumbing plans have not been provided. If any plumbing improvements are to be made under Phase I improvements (Clean rooms) provide complete plumbing design plans. 5. More corrections may be necessary depending upon submittal of the abo'{e mentioned plans. MECHANICAL-(1997 UNIFORM MECHANICAL CODE) 6. The mechanical plan design and the .electrical plan design do not agree as per the roof mounted equipment design •. Please correct whichever is incorrect. Carlsbad 00-4113 November 22, 2000 7. -Emergency power is required for the exhaust system. Please address at the next plan check. · 8. Detail required roof access ladder to roof mounted HVAC equipment. UMC, Section 307 .5. 9. Provide the mounting details for the roof installed boiler onto a combustible surface (roof). 10. Detail disposal sit$S of main condensate -drainage from air conditioning/chiller units. UMC Section 309. 11. Provide an air balance schedule for the two mechanical units. How and where is the 10,000 CFM of air exhausted? 'Cs.lri£t>. tJ.WAJ«-, l'l-li·t>) 12. Show compliance with UBC 1202.2.5 "9reup 'Oeeupaneies" Interior Environment" for necessary ventilation. t3. Exhaust ducts shall terminate outside the building as per UMC, Section 504.1. 14. Provide gas line plans and .calculations, showing gas meter location, gas pressure, pipe lengths _and gas demands. UMC Section 1318. 15. Show the required service receptacle within 25 feet and on the same level as the equipment for maintenance. UMC, SectioA 306.3. 16. Provide smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. "Air-moving system is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space." Please provide the required smoke detection in supply air duct of 'air-moving system' for required shut-off for smoke control as per UMC, Section 608 and also see Section 203. 17. Detail exhaust ventilation system cqmpliance with UMC Chapters 5 & 6. <J' J.. tj ,j, Carlsbad 00-4113 November 22, 2000 18. -As per UMC,--Section 404.1, Return_ air shall not be obtained from the following locations: 1. Where it will pick up objectionable odors, fumes or flammable vapors. 2. A hazardous location. 3. An unsanitary location. 4. A corridor, exit passageway or·exit enclosure required by the Building Code to be of fire-resistive construction. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy plan review list .please contact Eric Jensen at (858) 560-1;468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. + ELECTRICAL PLAN REVIEW + 1996 NEC + PLAN REVIEWER: MORTEZA BEHESHtl 1. If room #136 is a mechanical room then show the footprint of that equipment. If it is the electrical room then correct the r:oom designation on sheet E2.1 and the architectural sheet EX-3. 2. Provide lighting and power plans for this project. 3. Provide multiple switch light controls so that the lighting can be reduced by one half in a uniform pattern. The switches must be located within sight of the lights which they control. CBC Title 24, Sec 131 a-b 4. · Show exit signs on the lighting plan(s) at all required exits and specify them as being self-luminous or having a second source· of power (battery or generator). This is required when two exits are required per the UBC. USC 1003.2.8.2 and NEC 700- 16. 5. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emerg.ency illumination at the floor level and specify a second source of power for the emergency illumination (battery or generator). UBG 1003.2.9.2 & NEC 700-16. . a I 'Carlsbad 00-4113 November22,2000 . 6. E-ach commerciaf building and each commercial occupancy accessible to pedestrians shall be provided with at least one outlet in an accessible location at each entrance to each tenant space for sign or outline lighting system use. NEC 600-5(a) 7. Clearly note on the plans the wiring method to be used in this project. In class I hazardous areas it must be a metal raceway system with appropriate seals. Clearly indicate the demise of the hazardous material hahdling areas. NEC 501-5 Note: If you have any questions regarding this electrical plan review list please contact Morteza Beheshti at .(858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. c'( J () I 'Carlsbad 00-4113 Novembe_r 22, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4113 PREPARED BY: Kurt Culver DATE: November 22, 2000 BUILDING ADDRESS: 2075 Las Palmas BUILDING OCCUPANCY: H6 TYPE 01= CONSTRUCTION: V-N BUILDING AREA Valuatibn Reg. PORTION ( Sq. Ft.) Multiplier M0d. Tl 4752 39.00 - · Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance I 1994 UBC Building Permit Fee ... / j 1994 UBCPlan C~eck Fee j ... j Type of Review: 0 Complete Review D Repetitive Fee CGRepeats Comments: O0ther D Hourly ...... I __________ I Esgil Plan Review Fee VALUE I D Structural Only ($) 185,328 185,328 922.081 599.351 479.481 Sheet 1 of 1 macvalue.doc PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER =CB_Y..;.,_\_l S=-----------DATE ...... / ___ /_,g_·_-_d_t) __ ADDRESS &D75. La..'2> P"'-\VV\ct,S. · RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000~00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLA CE· FAIRE COMPLETE OFFICE BUILDING OTHER. erL:o :::-7 .~· / l9'-1J I ~I.}~ PLANNER ,, __ ,, .. Docs/MlsformsJPlanning Engineering AJ)provals DATE_li. __ , __ 8_W __ _ DATE ujs!F t Carlsba_d Fire Department 1635 Faraday Ave .. Carlsbad, CA 92008 Plan Review Requirements Category: /JM~~&i Fire Prevention (760) 602-4660 Date of Report: 06101,20°1 --------,-----,----- Fire Conditions Reviewed by: Name: Schirmer Engineering Address: 11770 Bernardo Plaza Ct Ste 112 City, State: San Diego CA 92128-2519 Plan 'checker: Job#: 004113 ------- Job Name: Modetek Bldg.#: CB004113 -------,---------------,----- Job Address: 2075 Las Palmas Ste. or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, informatic;m· and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with appiicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary -plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have sµbmitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 004113 2nd FD File# 3rd Other Agency ID · Carisbad ~ire Department 004113 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: B.uilding Plan Reviewed by: Date of Report: 01/08/2001 ---------...---- Name: Lund Vandruff · Address: 3970 Sorrento Vly Bl Ste H City, State: San Diego CA 921·21 Plan Checker: Job #: 004113 ------- Job Name: Modetek Bldg#: CB004113 -----------------,--------,...- Job Address: 2075 Las Palmas Ste. or Bldg. No. -Approved D D Approved Subject to [gl. Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information ahd / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and/ or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and'/ or standard$.' Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 004113 2nd FD File# 3rd Other Agency ID Reqllimm"ents Category: Building Plan Requirement: Pending 05.14 Provide Technical Report To determine the acceptability of technologie$, processes, products, facilities, materials and uses attending the design, operation or use of a· building or premises subject to the inspection of the department, the Chief is authorized to r:equire the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, specialist, laboratory or fire-safety specialty organization acceptable to the Chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises and the facilities and appurtances situated thereon, to recommend necessary changes. The technical report must contain a listing of hazardous materials by chemical name, classification and amount to be stored and used within the facility and detail compliance with CBC chapter 3, chapter 12 section 1202.2.5 and CFC articles 79 and 80. The plans must reflect the requirements listed in the technical report. · Requirement: Pending 05.32 Additional Requirements or Comments Page 1 Plans for changes and additions to the fire sprinkler system must be submitted prior to conducting . ·work. (Add this note to the plans.) 01/08/01 . --~~rt~bad Fire Department . 004113 · · 1635 Faraday Ave. Fire f:>revention (760} 602-4660 C~rlsbad, CA 92008 Plan Review Requirements Category: Date of Report: 1210412000 ______ .......... _ _,__ ___ _____ Building Plan Reviewed by: Name: Lund. Vandruff ------·----------------- Address: 3970 Sorrento Vly Bl Ste H · City, State: San Diego CA 92121 Plan Checker: ---------------------Job #: _oo_4_11_a_.......-__ Job Name: Modetek CBfdg~#:~.-'CB0041·1-:r:.--------------------- Job Address: 2075 Las Palmas Ste. or Bldg. No. Approved The item you nave submitted for review h'as·beeri"appfove'd': 1He"approval is D : ''";~ :rb?~~~, 91'! P!~r;1s-,, information and / or specifications provided in YS~~tr,1~ybmittal; ·;:.. -~~~~therefo'r:e' .. at:i'y ~changes,,to. these. items after,__this ,.date,"-iricluding field::::,:;,.-,,i=oc,=-=c==-n~•• r""" -. r>i modifications, must be reviewed by thi$ office to insure contihued>cohfermance ,;::; . with applicable codes. and standards. Please review carefully ~il1comffi~nts f21::·~tt;a9~~Q as ·f~i!ll(e,to:comply with .. in~trtJQti.qns in this report can result in ,1 ~!.'Ci :.~~~~ension of permft to construct or)~st~I_IJ~.P~~yement~\'.'.; t· .. -;;:,../----. --_,.,.... ...... _____ .. ,_ -....,.,_ .. __ _ .-, '".' . '-. '' ··i ."• 0 Approvel: .:i; · .. ;, :The item you ba~e submittedJor review has. been. appr.mied subject to the Subject t9 1 (ii·:.'~ttached·,conpitions;, :The approval is based on plans, information and/or specifit"atio'iitfprovided .. in y·oursobmitt~I. -_~l~-:a,~~.rev-tew-carefu1Iy all comments ........ "·---.. attached, asJailure .. to.comply With instructions itt.tbis_re_p_ort car:uesult in ii,:,, : .. 0 ., suspension of permit to construct or-install imprgv.eTTl .. ~nts. Please resubmit to ··-· ·"-"-·this office the·necessary·plans~and"/ or specifications required to indicate ·::'..:~:~:}_CQ-rnifll~nGe.witn.~ppfip~_ble ¢9ges .~nd §t~ndards. _' ::k: ·. -.. j_ --·--··~-----~ "~! .;+-;'::· ., •• ~.,:i :_ ::. ·::~.re ... {;;-.. ·-.,~: ·I~:.·/:··::::i--Ja. f1~ 181 Incomplete iin~· item y~u ba~e subiitittea for ·r~vieYl is· i:nco~p1etJ:.:"~Ai' thi_s tifn~, th1iJW1~~ t ~ • ~-•' l ~ ._ _,-' '', '/ 1 • I' ' t_.,, ' ,... -:_: " ; • ',-• :._, -· ~ ·• j~ ,,'._...,~. \.. • • • .J • . .u • .I:.;: •• • •~,. ·Review FD Job# ,.I .~~n1~,~t.:!1~~gua,t~ly 9.o~p-~ct ~ ~~v~ew to d,e~e~~iJ1~_.??n!R!i~~c~_ ~!ihJ~~;,:nh:'::i'.'i!::~~ .,appliGEible codes .and I, 9t standard,$,. Please reyi~W.-ca~efully alJ c.om.m.~n.t~, •I• • -• • • _. '• ·~•. t.,. ,• • .,• <. • .~•.;., ••• ••• •• • .f" . .'c II.. • \.,..,,,-('-~ • •• :<, ,.,._,tJJ.l,•:t'll,if•,..-~tt~qhed. Please resubmit the.-necess~ry plans .ari~ /,or..,specific?lJlo,nsJo this --'•. ~!'" ' -.,, • •• • • . ... -· • • • . • • • • I • <-• • .. ' • -~ ' •• ~ .. ,_, -·-• ':.. -·. ~ ' ··~> .... ..,_. ~ I. l • :o_ffi~-A>r re~iew an~ f:if?~~ov_~l._1. · · .. i _ L,. L :_:,: ::: .. .-::,z.:::::;. 004-11~·:· . FD File}/: . C, .-.:· .. "· !: . . . __ , .. :; _ ,.. • ' ·:, '. :· :·· r 1 >1 ·n·· ', • ''·"! . _ _ ..,.. -~ .. t, _ ,._, .,.,-.r ~-1 l , 1-L. "'.._. ,, . • -· J .• .. ! {?eqU.:..l[!}ments Category: Building Plan 0 Requir.ement: Pending 05.14 Provide Technicaf Report Page 1 To determine the acceptability of technologies, processes, products, facilities, materials and us~s attending the design, operation or use of a building or premises subject to the inspection of the department, the Chief is authorized to require the owner or the person in possession ot control of the building or premises to provide, without charge to the jurisdiction, a technical opinion an~ report. The opinion and report shall be prepared by a qualified engineer, specialist; laboratory or fire-safety_ specialty organization acceptable to the Chief and the owner and shall analyze the fire:.safety properties of the design, operation or use of the puilding or premises and the facilities and appurtances situated thereon, to recommend necessary changes. The technical report must conta_in a listing of hazardous materials by chemical name, classification and amount to be storE:!d and ·used within the facility and detail compliance with CBC chapter 3, chapter 12 section 1202.2.5 and CFC articles 51, 79 and 80. The plans must reflect the requirements listed in the teqhnical report. Requirement: Pending 05.32 Additional Requirements or Comments ,.u<U ; -·~ •.t..,} v.i-.) ~:..n•, ,K 'lu.-•f.,.!fp;,,<Jf;,.,.,ta,,,11 ... ~ii/itutu,., .. ~ .. -t ... ,_ -. •• "" .. :~J f..~G~t"2r,f';f(.1 ~ t.1-.;; ~.::c:t~_.t.~t-:~, 1 :: ):.:: _. .~·-:~<:: , :;:/ .:;«.· ~.; ~·c ::~:!~, :'aci:i~!es )·:~ ~atlale ctnd uses i9P.,~n.ing ... sJp~t~~ gp~;h.<;>.uf .o~up~n_qy_ sep~r..~tiqn fnu~t_ l?~ .<i>n~_,.~QY.r:. !~te1;h, ·.(idQi ti:,.i~:Q:Qt~ 1'i> !lilf -plans:) .. ,~·1+ r-,·. o:. -• · c i;, ·r ,,, · · :-·1 · · r, __ r,, ,_· ... , . °'-... -1· ·.r ·,ri · .':"' • ..: .• ir• .. _,: .::s. c: .. ;..:;;,1 c c::-;Jr~tt I elf f:rii:, · l ,., t•• .. , • , I •• •, J.t ,.., , _. -... .I ...,. i • --•' ••. ., , . ~-"L..-~ _ 1, ...., ~ • ~ r .... H.,J",-· . , • ..... ~-~---, ..• -~ e_;!ni:::f· .~-·::~ :·t~1:, .. :. _· ..:-((: • •• :. • :!-.. hr.l :J:_,;:;t~~s/.!1 (1! ~:2!··:·· -~~---: ,:· .. ,:.:. ~ ·t. ·: ':·, ·. ~_. "t)~::-:--rH;~ ·. ,'>/ :"f' ~h ':s\'1~. : J ;:.· ·,,:,( 1:; 12/04/00 I,.-.·' .. ,. ,,/ l .• ~ ,• I • • ~• '-• • : ~ • ·_::' '; ....... , ....... J ........ ,.. • .J. .. EL , . ' • I. :::. ;!~ ,rr.. ..... · ... , . .,1 ! I . --.. ---··---·------________ ,,. ___ , ---~ ... , __ ....,.._.,,,,_ .... _, ,., . . ~ I ~..,I,• • j .,! • '--'-..-1,-' .. !' . "r··'(:_,'f:t.""f. ; -........ 1,,..-...... --· -:;:_•'-'•··--1 / l I l :! J ·~ l ------~·. ~...... :· ~ ;, . ' 'U _t. 005/ A I -----'---~-Project Job No. Sheet /J-./8-oo Subject Cale. Date . . Integrated Structural Design 440 Beech Street, $uite #201, San Diego, California 92101 619.696-0866 .: MoDfT~k. INc. ( PHA:SE' I)- I INDEX B t -B,7 Cl -C2. _,.. ·. -·CARLSBAD 9)009 STRUCTURAL CALC5. cove:R SHEET ) PROJEvT ADO'L FRAMING. @., C.ONDEN51N6 UNlfS ' c.u -I , ~ . · c.u -~ y AREA G ~ H -4 -5 COLUMNS &_ fOOTIN0S • ' t ,, oost A:L ---Projeci Job No. Sheet /:J....-(8-00 Subject Cale. Date Integrated Structural Design , 440 Beech Street, Suite #201, San Diego, California 92101 619.696-0866 : . . PR.oJE0T J)ESCR.!PTION 7' SCDPE. QE ,()J~k, : . . C{)NC. I~ . !HE EX[STIN~ ONE. STORY~ TllT-l/F STRllCTUR.E. . ,VJ/TH mOV7) PAf-lEL!Ztb ROOF Stf STEM rCDAS l3lllL7 IN 1~B4, · ~ .. T[;lJD f-LE.W R{J()f TCfF' CoNbE/'JS!N6' llNITS (TDTAL {)JT !NCLUblNG; /2A-!5Eb f:>LATR5RM ~ 4-;2bei#EAC-f-f) . l+f<.E lrbbEJ:::,, . cJNE NEAR. C,-4-9 THE OiHE!<._ . . I . . NEPrR_ H-4, AbDL · PURL/NS ARE P~V!bED TO . S,e)ppO~T 7HE. WT, (JF. THE . aJN.bENS/Ny t(JN.ITS, . ' . ,COLS.~ q.c2,~S '1 4··7-4 .A-P-.E frbDEb TO REDUCE .. TH~ rGrLB 1 SPAN CJ7\1· LU'IE 4 ? 5 1 SD THAT . TH·E.tf . CAN CA·RR.1 THE A:DbEb LMD FROM NEW OJNDENS!NC:, UNIT$ .. /-. •, ' fl ,i ' . (E) .4x14 1:.-....;. ___________ • ----- r (N) 3 .1/2x16 PAAAU>.M · 2 -'Ill ... , c (NJ 3 1/2x16 PARAI.LAM 3j ;,------------------- (E) ·4x14 ~ ---~- t' 0 I lo ~ (NJ v -- I \ / I 3 -·-----~-\j,X/~~-: ____ (N) --=q:---§ ' I / \ I . I / \ I .. I / \ I (E) 4x14 ~ ___ ~ CU-1 "' wr. -3540# "' .(E) 4x1<4; :, ~{N)~ 1/2x16 P~LAM . -----. 2 7 ,__ _ ___,.....,.____,. _____ --tt-" t' 0 I lo ·- -----e-----© 1 (E) NOTES: 1. • -COORDINATE· ,wf MECHANICAL EQUIPMENT & SUPPORT PLJITfORM 2. ALL FRAMING HARDWARE ·INDICATED SHALL BE 'SIMPSON STRONG-TIE' OR APPROVED EQUAL . • HANGER o 2x4 ·_: 'U24' 0 4x6 -'U46' PLAN. -ROOF FRAMING @ ROOF TOP ·uNIT ·cu-1 · & 'CU-2' -,-µ.:.1·-0· , .. ,- ' t"-t .,. 0-05{ Project Job No. Subject _ Cale. Integrated Structural Design · _440 Beech Street, Suite #201, San Diego, California 92101 ' ' : RODF LDrb/N(j . (TiP, A~cA) /<1>0F!N CJ ' ' 1/2'' PLyllJtJtJD - SUB-P4~L!N -2x4 @. 24'(. =- fi/RLIN 4xl4 @,. 8 1-a'' . :r:: ME-CH· r CElltNCj - --. 5 .. (p ?SF I , 5. 0·7 -/-0 7. 4,0 I • .5 t ~ 0 Sheet Date 619.696-0866 =-/S,O PSF = f(p,O MISC ... G!R.bER LIVE LD1rb -~Q. 0 ( R.EbUC! BLE) CONDE.NS/NG UNITS. ltR.EA G-/-t-4-5 · ' -. - dfW CDNDENS!N Q -UN17(113 7/s" x 68 3/8 x 7~ 3/a·· Hly1+: ~. 3.5·40 4t ( fJPER/f1IN{J WT-J . . lJJWD PPJ;JME.b r'lltTFtJR..M (cl'' 10 s'' H-tGH) · ~ G .. o_f0JF >< ,0,5' x 8,5' ~ 53G # TOTAL -354-Q +_-5 3~ = f07C:, # ~ 4~00 # ( SA.f) , i l_ -,. Project· Job No. · Sheet Subject-· Cale. Date Integrated Structural Design 440 Beech Street, Suite #201, San Diego, California 92101 619,696-0866 ft -:2.4x B ::2. -1-~2 FT, .. . ,o ,li,_J_ . = (!B + jo) )( s· · ~. iso #/FT. ·. 2'-J M . _ . o. 2 Bi 24, o; B _ ' . . . . . . I I = 2[>--.. -f & K t(p ,5C, {( --. t ;;__4.0' t 3. 3e, k -1'-J ..;__· _ ___:._ __ --IC-J 1 ._")S 1 4x/4 Dfi#/ (1"JB4') _ . I * I · I· 2.S Mt<, = / , 25 >< I ;i_ • 5 5 . -IS .. Co ·B k < :J.. o . f e, K N. r:, . . I ~ l ~-2.5 -V ~ } , 2 s X . '1. . ~ 4 -3 . G 7 K > 3 . 3 G:-CT/< . *° THE fNC,. OF !<ECOP.,D (_!~ B4) MAY /fAVE llSED : . SPAN · "' .2. .3,.S . · ·. . / w,= 2 3 2 */f='T · ~ L,J\l'-,. ,:-.._ _ ( r,. , Q ~'-,.le dz J, -k L J, -k -k J. J, J. J, u, L.Jnu -,·· u · f L. l(J/tf) ~ I'?• 0 . :;i.3.5 T w ==(!O+i~)xB=~~~#/n . 1 M ·.· I~. D 2 I< 1 ~ I , 2.$ x !v1 rz (--IS, Q, 8 I< /) q{(_ . V -'J-. 73 k < I· 2s V ( 3 -G 7 I<} .I. 1 64 Project-· Job No. Sheet Subjeci Cale. Date Integrated Structural Design 440 Beech Street, Suite #201, San Diego, California 92101 619.696-0866 . m 3 -= fR..oM C()NbEN $/N.t:, {)NIT · =-·(4:lOO/to) x_ 1-~~/ B _ = 7c:J _4t / FT. RL · ==. I c, G x. 2 4/2. + .7C:; x 8)( 4/24- RR. '= I 'J' ~ x 2.4/2 + 7 °; ><-8 >< W /2..t -= ~.4e, k = :2_. 88 k. <:2.-'Jf J DJ<' M . = ::i_. 4-C >< 'fJ...SS/2 11.55 ,, . == ./5, -44 f< -I ( /. 2S x /2,55 ( = IS .(;,8 I<) DJ<. I f' .• ' m,51 BS Project, Job No. . Sheet Subject Cale. Date Integrated Structural Design 440 Beech Street, Suite #201, San Diego, California 92101 619.696-0866 P1tf2ALLAM. 4.xl& -OJ1 = f 13 #/FT-LD2 = 2e,34t=/p. .),· -1.< J, J, J, J,; .J, :r; ;), s, $ .J, .J, .J, J, J, ;i, .J, R,:-1. s3-« · . , 6 ' 1' 3.2-3 k L-~ .24•0 ~ ~t~--------1-¥-RR s::.35" · _,U)f· ·.= (f/+4 +J.0) X 7,0/2_ =-/.2~ -rt/FT. W 2 = , LMb f/2.DM C[)NbE.NS!NG -LJNl1 · .. · ( 4;2.o0/2 )/B .=, lG3*jFT. . . RL == f2-3Y-24/2 .+ 2C3 >' 8 ><-4/24 . . . = I . 4 B t-a .. 35 · == /-. 8 3 k_ Rf<_ = / 2 3 "' 2 4 / 2 -t-. 2 CJ 3 x B ><. 1-0 /2 f _ = f e4B + J.75 ·= 3·.23 k . ./ . I lv{ ==-t. B3 >£ ./4. BB 12. == (3. <?,2 k. . #;/ 14,137' /: < :3,G,. I illF")..C,~"')l=t-41; AlT. LlmDtNC, . 4, { ,1, ,i; ;i, (' W1 cc /l3, rrr. 'PA-1<.4-ll.Pt/\/J 31/ 2 x / (;:, -t. X--C .;i; J, X * -k J.,~ J. ;t; d, Fbi = 2a.oo Pst· ·t-6 · 6 ' 6 / 71 ) · ;)_4 .. 0' • k k E -= j_ooD ksi 1 1 N1R. == 3 0 .. t K I > I~ ·4 l< I . ~ 3J/?. )( (LJ-PltAAU.,,AM I 6. _-::: o. 60. IN (.=-t/2~) L. = t •. ,~·· I MR.-::. ll, G, l<. V ::::: r4, 2_ .. -I •. Project -. ODS( Job No. Sheet - Subject Cale. Date Integrated Structural Design 440 Beech Street, Suite #201, San Diego, California 92101 (£) 9LB S!/8 x -~4 aN LJNE'4~ BET-q ? H. ,, DE.ab LMb CJNLY . ::; ,ea. o-:-4, o .. = , 1. o PsF p P f . '. p, ?==. 2. ll k ·p .··.-·- ·J. .-t' · · · J J 1 · t3.33 8, + .· :l 4 >Z 8 .>< I I. D s.4sk s. JO K = M tC) ,47 13' 8 ' I 40·0 13' -1. II k 619.696-0866 ==-$· 4.5 x ;2.4-.s -:i..11,< ;;;.1.17 -l~fl x (3,17 -'~./lxS. = /33, 52 -f4,CtJ7 -27~ 7~ -fD,'J-1 . I =-.so;. re;, J< . M / o. 2 ~/ -S. 4 S x: ID ; 2 'J -i. I I x G • S, 0, . 1 · . . = 5 e,. D B --14 . ~ B· == 4 I , 4 o l< Ff<.DM 'c ',, · rfl-.OM 'H ' it ]. . . / I /0 -M -S, /0 x 4-.7 5 -2 ./ I x V, o-8 . ', 35 .. 2.~ -4.75 . ·-· 1 .i', . . = J..4. 23-D·_/7 = :24. OG K · /0.75 FR.oM C1,7 1$0 -·Integrated Structural Design 440 Beech Stre~t, Suite 201 : San Diego, CA 92101 . Ph: 619a696-0866 Title: Dsgnr: Description : Scope: Rev:510301 M I • s r· b 8 UHr:KW-0S0HB,Ver5:1.3,22-Jun•1Hl,Wln32' . U tf•· pan fm er, earn (c) 1H3•H ENERCALC . . Job# Date: 10:49AM, 18 DEC 00 · Bt;,, I Description MODETEK, BEAM ON 'LINE 4 BETWEEN 'G' AND ''H" SIMPLE SPAN 'Ge~-eral lnfor~~ti~~---··-·-·---·--------··-----··--· -·:--:----------·--··· -----•' ¼aaws irifd l.<Wf'51--! ri¼&+li, hiiiM MAI$ w# .. Siii5i6fo&r·t@' y,t:"id>;:0f} Cot5·nik~o&Aib3&4:::: .. ,-... 5,;44s ec,~iM;:,.W&iEM#k:ri&S:ci+FiSS4Si3-t5HSE iW I · · · · · · Fb : Basic Allow · 2,400.0 psi Elastic Modulus 1,800.0 ksi All $pans Considered as Individual Beams Fv : Basic Allow 165.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NOS and 1997 UBC Requirements I Timber Member Information. I ti &f&11¥%ntif&i#4PM¥ t i filij$3At*t%Mii\i&i'l'iM4-f!M¥H51Miit&ftW !S&tHW Qescription SIMPLE SPAN _Span . ft 40.00 Timber ·section s.12sx24.0 Beam Width in ·5.125 Beam Deptti in 24.000 End Fixity Pin ~-Pin Le: Unbraced Length ft 0.00 Member Type ·GluLam ' I Loads • Live load U$ed This Span ? No Dead Load @ Left #/ft 2,110.00 Dead Load_ @ Right #!ft 2,110.00 Live Load @ Left #/ft Live Load @ Right . #/ft Start ft 34.830 End ft 35.830 Point #1 Dead Load lbs 2,110.00 , < Live Load lbs @X ft 3.330 Point#2 Dead Load lbs 2,110.00 Live Load lbs -@X ft 11.330 Point #3 Dead Load lbs 2,110.00 Live Load lbs @X ft 19.330 Point #4 -Dead Load lbs 2,110.00 live Load · lbs .@X ft 27.330 I Results I "' Mmax@Cntr in-k 655.5 @X= ft 19.47 Max @ Left Eric;! in-k 0.0 Max @ Ri~ht End in-k o:o fb: Actual psi 1,332.2 Fb : Allowable psi .2,099.5 Bending OK Shear@ Left k 5.45 Shear.@ Right R 5.10 fv: Actual psi 66.5 Fv : Allowable psi 1.65.0 ,,t. Shear OK L~eac~ions & o.etle(:tion I " " .. '. DL@Left k 5.45 LL@ Left k 0.00 Total@Left k · 5.45 Dl@Right k ·5.10 LL@Right ic b.oo Total @ Right k 5.10 Max. Deflection in ' -1.451 @X= ft 20:00 I ai.rery Val.ues .. I ' - . ,. .. ,. ISO -Integrated Structural Design 440 Beech Street, Suite 201 San Diego, CA 92·101 Ph: 619-696:0866 ,-------------------...... ---·------ Title: Dsgnr: Description : Scope: ~~= 1·. UHn KW-010111, VorS.1.3, 22.Jun-1999, Wln32 M, U t1-S,pa·n T_imber Beam Lie) 1983•91 ENERCALC' , . Job# . Date: 10:49AM, 18 DEC 00 Descriptipn MO(?ETEK, BEAM ON LINE 4 BETWEEN 'G' AND 'H" SIMPLE SPAN Location Moment Shear Defiection ft in-k lbs in 0;00 0.0 5.5 0.0000 i '-• Project Job No. Subject Cale. Integrated ·Structural Design 440 Beech Street, Suite #201, San Diego, California 92101 1 1 . e, Cq,7 :=. (4,D+tG:>')x l4J<.8 _ 3840*- ~ · CONDl:::;N.$/NC UN/7 "". ( 4200 /2 ) x :io /24 · =-17SD * M -. · -;is.ot; (SH,# 87. 1). -t s-4 ~Ci3i (_sH .# Bl/J '\ Cr• 7 . I · ) -== + .:l.C, I 54 /< . /v1 . ~· ·+ I ). . G I l SH , ..#" B 7 . / \ + 4 I • 40 ( SH, # l3 C, '\ ID-2cy . · ~ , . ) \. ') FR.DM .J' == . S4" 0 k:. . I' t;, , . . . M_ -:::: -,-. !? · 40 (SH.*-B7. 1) t-24, o a, (SH·,# BG J /0,75 . · . 1 rt-oM ~a.7 ,= 3~ · 4~ t< .· . . . . M (CltPACt TY). 6f 51/8 Y ~4 1 fb e 2400 Psl. I . I _ =-.?:!6~lol< ) 54. o k · QI<. , / M _ '-· I k:iV-x 4~ 1/t2 == BG· /0 k B7 Sheet Date · 1 H 619.696-0866 ISO -Integrated Structural Design . 440 Beech Street, Suite 201 San Diego, CA 92101 Ph: 619-696-0866 . . Title: Dsgnr: Description : Scope: [~!~5~.ilo~n.vors.1.~:·22·..,~=~::i:;.~:----·-·-·· --··ni~ltl~Sp-~-n Timb-er B~-~~ ---- (c)-1983·19 ENEIICALC __ . _ . _ -' ' ., ~-' ~ ' . ~ Job# Date: 11 :11AM, 18 DEC 00 B 7. I Description_ MbDETEK, BEAM ON LINE 4-BETWEE;N 'G' AND 'H" TWO SPAN CONT. BEAM [Generai 1".~~~e!!e~~hbrS, C:&iiit;;&s/..,,, ..,, .. , .... ;.~ +···"'5/b·iHi '+i nfw,'-f-.,, .,, •. '*"'"''""®'-oX>iii%®iliii4tfiil Whitl65<iili=NMit5 J · · ·Fb : Basic Allow 2,400.0 psi Elastic Modulus 1,800.0 ksi Spans Con_sidered C1;mtinuous Over Support Fv : Basic Allow 165.0 psi Load Duration Factor 1.000 Calculations are designed to 1997 NDS and 1997 UBC Requirements l'_Timl?.;r !1:mg:;.::,!!!.~~~'!!!~~¥\1$oiil/i\h, 3 , ·nsM,h>_ , "' ;,'.h1d%·SW:txt,-\,\:t \·,er!r P • ?ii16Yt'•M%-lli\1'#Ht¥ iM¼ ·0 ,tu¾"'l·R¾§flillrliW1 ¥~':::) Description-o·M 'G" To 'G.1'AN 'G.1· T<> 'H' Span . ft 24.50 .15.50. Timber. Section 5.:125x24.0 Beam Width in 5.125 0.000 0.000. Beam Depth in 24.000 End Fixity Pin -Pin Pin-Pin · 0.00 GluLafn Le: Unbraced Length ft 0.00 Member Type GluLarn I Loads Live Load Used This Span ? Dead Load @ Left #/ft Dead Load @ Right -#/ft Live Load @ Left #/ft Live· Lqad @ Right #/ft Start ft ,End ft Point #1 Dead Load lbs live Load lbs @X ft Point #2 Dead Load lbs Live Load lbs @X ft Point #3 Dead Load lbs Live Load lbs @X .. ft Point #4. Dead Load lbs Live Load lbs @X ft / Results- Mmax@9ntr in-~, @X= Max @ Left End in-kl Max @ Right End in-k fb: Actual psi Fb : Allowable psi She~r@Left k Shear @Right k fv: Actual psi Fv : Allowable psi No 3,840.00 3,840.00 18.830 19.830 3,840.00 3.330 1,,750.00: 4.330 1,750.Q0 10.330 Yes . 15.500 3,840:00 · 2.830 1,750.00 3.830 1,750.Q0 9.830 3,840.00 3,840.00 . 11.330 10.830 / 151.3 1.84.8 . 1 10.29 ./ 10.75 o.o. r -301.2 (;:--:t5 .o<:} K -301.1 ~ 0.0 612.1 0.0 2,205.0 0.0 Bending OK Bending.OK 2.24 7.87 5.10 3.3,1 62.2 0.0 165.0 0.0 / 1 · Shear·OK Shear OK --~~·-'. . . -Reactions & Deflection """'"' _;:,.;;.n DL @ Left k 2.24 8.68 L~ @Left k -0,00 4.30 Total@ Left k 2.24 12.97 DL@ Right k 8.68 -0.08 LL@ Right k 4.30 3.38 Total@ Right -k 12.97 3.31 Max. Deflection in -0.092, 0.000 @X = ft 10_.45 0.06 • ... . --·. -.. ------·-··------·-------. ----, [Quez V~lue,! \?lilWA¾ifliiiii½ ~IIIMl·\¥-@3'111' ,t ;,c;;;,J, .. ,i,,g.,4,. •I{,,,·&·,·· .. ;;pp-\ ;;,_,,>,fit\-n 3vl---'mkiS>f"'& i\i&-irililtl-twiilli lh\H-1Rili1,hhf@i<iliii@i :Wffii•lll\61/i&Sl&uiiiliiiiNliilj ISO -Integrated Structural Des_ign 440 Beech Street, Suite 201 San Diego, CA 9210.1 Ph: 619-696-0866 Title: Dsgnr: Description : Scope: ~~= ·s UHr:KW-OS0BH,Varl,1,3,22-Jun-19H,Wln32 Mult_,_ pan Timber Beam (c)'1113•H ENEIICALC _Job# Date: 11 :11AM, 18 DEC 00 Description MODETEK, BEAM ON LINE 4 (;3ETWEEN. 'G' AND 'H" TWO SPAN CONT. BEAM Location Moment Shear Deflection ft in-k lbs in 0.00 0:0 2.2 0.00Q0 0.00 -301.2 . 7.9 1156.9548 005( Job No. .Subject Cale. Integrated Structural Design 440 Beech Street, Suite #201, San Diego, California 92101 cX/STINC, CDL .. 0~4 T/2./B. A-REA$ .. ; J. Fff!<. . DEAD L674 D 2. _ ;24-x 80/2-_ S>GO FT . bEAb UJA·b _ /0 .P:SF x.. Cj·C2>o = C,-.. <o O k c2 . f 07<._ L I L . -;;:: ~4>< G4-/2 ~-7(;;8 FT~ LIVE UJA-0 ~ . I~ -_PSF x 7(2;8 =-9 •:?-:2. k * ff2i)M DRIC:,f NAL · DUJws.(10 APRIL-84-) . . . ctJi · =-. ALUS!JJ"ftBL-6 StJ!L f3EARJNG, PRESSURc == 3S-OO PSF L1 . / r,f == _;2. s sQ·_. '. . f' _ ( J... S x 2. f) x .:i, S--0 ;:: 21. B8 l< cl Sheet Date 619.696-0866 00S1 . G2.. ----Project Job No. Subject Cale. Integrated Structural Design 440 Beech Street, Suite #201, San Diego, California 92101 LDAb Fl<.DM CONDENSER -lfNIT , cu-2 --4,·2x ~o/2 4 x ~·o/2 5 .5 · 4-2x o,46 _ ~co3k . . Cl{.-/ _ 4-2 >< ;2.D /~4 x. 7 •S /2_4:,_5 .= ·4, J. >< 0 • 25 -r .c,5 k - tP -.... Sheet Date / / 1r p / fDOT/NC, 3_-G> S~ x /-4 DEE ta, -ol,O + 0,.2.S (3,5-)·o) _ / AL i t5Urlt 5 lE 2. 375 KSF l[I ft>OTINC, DETAIL 4/ s4 619.696-0866 . ')I.. STRUCTURAL CALCULATIONS., Fabricator:· ABTECH 1567 East Edinger Avenue Santa Ana, CA 92705 Tel. No. (714) 550-9961 Fax No. (714) 550-9807 Prepared by: Teng Li and Associates· · STRUCTURAL ENGINEERS 1070 N0rt4 altade:p.adtlve· Pasadena,.CA 91107 · Tel. No. (626)797.:0531 Fax No. (626)797-8022 · FOR';. ·._ r -r . • .MODETEK 2075 Los Pahites Carlsbad, CA r,,-,.-., •• _ .. ~._....,.~ ... .__.w • • •• •••• "•••·• ~-·~•• --• • ,. TENG LI &. ASSOCIATES 1070 N. Altadena Drive PASADENA, CALIFORNIA 91107 Phone: (818) 797-0531 FAX: (818) 797-8022. : ........ fKci.Q .. E ...... L ... d.~.6.filJ ... hLG. .. J. _____ Jt .. U-eibJ .... !_: ________ __ ·----,--~ ' ; . . ! ! i SHEET NO. __________ _ OF ________ _ CALCULATED BY ________ _ DATE _______ _ CHECKED BY _________ _ DATE _______ _ SCALE ' i 1 i l i I i II i : I 31-1~ i ········:··-····1··········:--····--·'"· "' .... 1--...... ; ......... i : _, -:. : --~----· , .... i l ' ' ; irs'g{/ 2b(J'' i :~,;~,i, ; ! ,e' 4'' i . 'r;'711'. ..... ;--· .. ·:--...... ,, . ............ i ........... ( ........ 'j" ........ ;, ....... i ........ ; .. lA l ,-i , -i / ·~ 61' 1 ) .. --·;--,:>· . ;.-: ··'· .. !·----~i. I ~. . = " .... '. .......... \--· .. .. l : . : ·--~--+----' ·--r --,~:-[-J ____ J-1--1--:----_ _ ..... ) .. --------· -----! ______ __ --...-:-1--: :--:-l ; ; _ i I : 1 -: t ; J_ 1-: :--~t \-::·_~-~:~:,-_ ~ .:: PROOUCT204-1 (Sing·~ Shee~) 205·1 (Padded)·,-'"' In•. Groton, Mass. 01471. To O<der PHONE TOLL FREE 1..00-225-6380 r :< ,,. -·----.... -.i... ... _.,, ..... -~- z Y~X ,te: modete . ,, ' -1.' -. • ~ . ' --~ ' TENG. LI & ASSOCIATES 1070 N. Altadena Drive Pasadena, California 91107 Phone: (626) 797~0531 . FAX: (626) 797-8022 Email: teng@engineer.com ....................... ------1'------' '--'--!---+-- . ! ! JOB Mode+J:_ SHEETNO. _______ OF _____ _ CALCULATEDBY ______ DATE ____ _ CHECKEDBY _______ DATE ____ _ SCALE ' l : . ············· ........ ····,-----i,---;----,.---;. ' l l i i .;--! -1--_--,--.-~-i ! : l : ! ·_i_; -·---:_: ............. ! :.:·.::::.~·i,1:· .. ,,_!~ ;,i:~~!=---.. ·--- 1 · I -- _j j i i--i-------~- PROOOOT204-1 (Slng~Sheets)205-1 (Paddo!) ... \, .. TENG. LI. & ASSOCIATES 1070 N. Altadena Drive PASADENA, CALIFORNIA 91107 Phone: (818) 797-0531 FAX: (818) 797-8022._ PROOUCT204-f (~ng~ Shee~) 205·1 (Padded) /,vBf§/.,, Inc. Groton, Mass. 01471. To On!er P!IONETOLL fREt 1-000-225-6380 Jos M oc{-e#-k. SHEETNO. _________ OF ______ _ CALCULATEDBY ________ DATE _____ _ CHECKEDBY ________ DATE _____ _ SCALE i f ! l c-+---+--' I ........ .. r 'TENG?. LI :&, ASSOCIATES' 1070 N. Altadena.Drive PASADENA, ·cAUFORNIA 91107 Phone: ·(626) 797•0531 · FAX: (626) 797:so22: Emiiil:.:teng@propa.co~ -:. :;.,:~7:)S3?~~iL~;~-.. SHEETNO., ___________ OF--------- CALCULATED BY. ________ _ CHECKEDBY-------~-- SCALE. J-- . DATE·-------- DATE _______ _ !· . ! . I,.· . ~ ' j ]<!r.i_ -l I I "I' =.:.' ' ' I --.: _Yi' 3 b I '-'---1..--1----,f-----i--+--i--;-"'~-,4-i ·--:,I.-'.:..· -'-' -=-.!,l' '--+-~l~+-f-+-+--+--t--+--!--+-~-;--;--~·-······ ··············. ' ·1 ' : -=------:_ ········----- ······-··1.· r .... , -+--+--t---s--.---r----;._~-+--i--~-'-+-+-----l:---t--!---+-t--;--+--'---;---;--:···········---i 1 ; ................ ·-·: .......... , ··-· .. . · : i I 1 , : ! ............. L.._j__j___!_-J..__Jl.__-l--+-__j_-l----r-3:---:---+---t-~-f-r---r--t--t-- . I ! ..... ·····--······ l-......L---+-..:-+~-~---,--j'---;----+~--;---t---j,:--J---t----=--r--/ ............ : ........... ; .......... • ...... ·: ··:·· .... ; ........... ; ........... : ......... ·:······ ···+---· !.-·······'' -~-l-+-,--+~t--+.:...__-;-·' --t---+-~-;---j--;···-·-···-····--·-·... : i . . ........... ! ........... ; ....... ~--'---1---f---j----; . .,.. ' ' ' . ' ' . i ! ! ~---..;.---~-·--,---,--,--j j ! i ! : -~-!-+-+---i---i--f-+----;--i-'"7-+---,--:--~---,-! i -~i--- f I : 1 I 1 1-..:.·J..! --i--ll....--i--!--+-+--i-.......:...+-1--+-+--+--r---+--i--,~'i,---;-,-......................... ,~--;--...--: ........... _ .. i : ~ ; ----;;--,-,---~~;---+--~~--i-----;---i---, ' i' . ' ~ : J .. I . ·. . :.- r ! • I- -••• i ~ -,-------· ... -·· ... -·· .... -_ .. _______ . ---- ·&' ~/ 1 ! 1f;. !~ :·.1 I ii;~~}:;' • '.,:\)')bit1A~~Yf:\ './ •· .. i ir,'i!.ftlj:·i't{ .fc,· !. ~<?~l,§.~qtt9r .. ~f9P.~~1~.~· t:: ·:,. ·. · . ~ ;:l:,1-~~\;1,,,r.1:.; ,,::,,,., '. (.'/1~1.•;\<,."',~'lt~1~iil~~~1'.,\tJ·'t1: ...... .. t. 4~·:1-tt·tr ·'.r:itj~n ~f~l1?1~~;!\.t.,v.i~\~~\rv;w~1~Hl;~ 1 -.,i1(¥:. 1 ~t(,t-1.~~~1~-=-.-,1:·t l · i·': · r.· (,::,),.ii;ilf;>\·~1 · ,· :r·, :· ~e:· .. c·· Iii.it!' i:.:to1 ·p;'e·"·1 1i1sr· · :;.i1. .J_:.ix1s·· • · · i:-'::•.i"1i'·!, ,; ,:t·/'l,, ~ un t'I e UI A Cl .• · i' · . " '. 'segtnehi .,._ leHgtH(IHj ... thlckhess(jn) 1 3 0.062 2 2.876 0.124 3 3 0.062 4 0.062 2.876 5 0.062 2.786 A total= .:.•::,, · 1~~~~it::d~!:t{;~'.\tlif~!tf .,,;'c,. . :~lf:,::r~,s~bllbH··~~d~iRl~tMF9-axls:····. · segment length(li1) thickness(in) 1 3 0.062 2 2.876 0.124 3 3 , 0.062 4 0.062'' 2.876 5 0.062 2. 786 A total= ~~,,~7,~,,m~v:,;,:::::::;:~f )l\ ••·. J}.;-)·:\. l'j··· ·.··:·' ~ ! ,' .. i:i:! .·.·. ::Li ,_.,· }.: : :_:-_: :'.·; .'-{:{\t(/~, I;:-~,•'-;-, t ··:;:' . ·:, .>': .. · . . .. :; ; _;_: ·-:'·. }\. '. \ ; ... ~.. . -~ ·!,:':;· .. ·:< ,tl , .. ,, .. , ' .. ' fl;~i;i:;~:,: ·.::-::. ~ . 'I area 0.186 0.356624 0.186 0.178312 0.172732 1.079668 area 0.186 0.356624 0.186 0.178312 0.172732 {079668 y fr. Bot. Ay a fr n.a. d "2 2.969 0.552234 1.799309 3.237513 0.5 0.178312 0.669691 0.448486 0.031 0.005766 1.138691 1.296617 1.5 0.267468 0.330309 0.109104 1.5 0.259098 0.330309 0.109104 1.169691 1.262878 x fr. Left. Ay d fr n.a. d "2 1.5 0.279 0.007592 5.76E-05 1.5 0.534936 0.007592 5.76E-05 1.5 0.279 0.007592 5.76E-05 0.031 0.005528 1.461408 2.135713 2.969 0.512841 1.4 76592 2.180324 1.492408 1.611305 ix na 0.00006 0.00046 0.00006 0.12291 0.11173 0.23521 lxha 0.139150 0.24581 0.13950 0.00006 0.00006 0.52493 ! • ~ '... ', ,,,, < '•1 · illii1~~1\:,: .. • , ,,. ,:,.,1:.it>J!\,lr,>.~ .• ,.,,1;;.;•,.-,,·, ~i-, • ·, I • '• .,,i_,jl.-.,..4•'°'1,',\"?:'f~,,.~,).;,,.,. :..,•' ,• '•l' t . · ,~· ~;, -:·~?\t1-:~1:..·~1CTf1:~-~~~ •. ·,,.-. ·• •• ,: · , r. : •; /~·tj/,l;,fj~fli::;,~(:~·?~· :/'' ... : · ' . • . '"i)-'i~ffk1!·',,j,,t.'.i;~t,,-~\ :;,,: i : . r •!' •, 1~/;'!~~;,i;!}fij,'{~; •r?/i.{ ·~· 1, I Ad"2 . . .... , . . . 0.602177 0.159941 0.241171 0.019455 0'.018846 1.041589 1.277 Sx top= q.698 . Sx bot. =· '..;, i;:J :oe:ti.~-·f~ ·+·,;-,. · · ·· :· :-.~:.?t.!t~ti:i~11t~~,~irr::_;. · Ad"2 1.07E-05 2.06E-05 1.07E-05 0.380823 0.376612 0.757477 1.282 Sx left = 0.859 ., h ' ... :-. .'•J:..j ...... , ;; .. ' Sxngt = ·y;v.8tn·.: .. ·,: ,:·, ... · ,"·' :t' :j~!: i,~~~···•,t.\r >1f1:\,; liJ\:!,t. ~.\·~.';" ' ·. • • ... : ... ,, 1 :, • ·}if~fl{J<J~~f,;~~~~t4$Ji/(•::~ \i_!{: . i · , . · <\?~f \~]!:~;y.1}}~\ ·:f': · ' . · l I . ' ' ,-,..:;,..., ) I J. ··~ "',. ~ .--::-"\ TENG LI & ASSQ'. ·ATES 1070 N. Altadena Drive PASADENA, CALIFORNIA 91107 Phone: (626) 797-0531 . FAX: (626) 797~8022 Email: teng@propa.com CHECKEDBY_. _____ .DATE ____ _ SCALE ' ~- ,____,__.__,.___.___,___-.-----+--.;---+----1--r.-,.i"'-....., t-+4-"---+l---1-:,--! -!---,---+--t----!-·.-.-+--+--;----t--+-' ...,.....1 --;--:-.! ---I __ [}*~J.~ 4_:/ -!--, -t--+-1 -'--~--I i ._____.._____,.___,____.__~--'-····-... 1 ......... ,fj,--.;...-_;_-1 ........... ,1-'-. --+--+---'---i·····1,i""t'1~~~ =~~ i i · I f' ...... I ! · ; L ........ i.... ........ L .... i .......... . : r i iJL ,._____~_.--_ --'-----"·--: ... : . -_L .. ii..., ... _ ... , ........ ~---. __ , !--i-1--I-:- . i : ! l . . . . . . . .... \ · TENG: U & ASSOCli. _ C:S 1070 N .. Altadena Drive PASADENA, CALIFORNIA 91107 Phone: (818) 797-0531 ·FAX:. (818) 797-8022 ..-~w:, JOB \ SHE-ETN-0.=====-=-·· --.~-/,__-f...-~·-=--=--0-F========~-= CALCULATEDBY ______ DATE ____ _ CHECKEDBY ______ DATE ____ _ SCALE ·--·····l.AL,1fi'4~~-.J1.kd._7WaJ_~.c).ii'H.b£.ib I ; , , , j , , ! -T~~~tt+ i ! : ;t6~ff /t1f~lijfk +1~ .... ~~J_i-~~. r@~ . .- ' ·--~--;---,-----···--··.! .......... . : : : ; ! ! .. ! ......... . , _.,__! · _._, --+--+---1--.ii.µJM_,m,tlf/"-~.;_i"LLJ~t'}b 7~-J..oJ~ ! ' ! j j .. -....... ! I -· --· .. -·-'-'-· -~--l.--'-----.- ' : ! f. 1 ;,__! -- . : i . i . ; ............ ! ! l ' ~ ......... +······""'" -Wt--""·-=-~-~-·.-····-···•""·------···--------·----···-····· . ~v- '. ' " ... ,., UBC-97' SEISMIC ANALYSIS: Base Shear: V = ( Cv I / R T ) W < .( 2.5 Ca I/ R) W > 0.11 Ca I W ,r - > ( 0.8 Z Nv I / R ) W (Zone 4 only) Cv = 0.736 I= 1.000 R = 4.500 T= 0.246 Ca= 0.440 Z = 0.400 Nv = 1.150 Na= 1.000 Solve forV: V= 0.665 < 0.2444 > 0.0484 > 0.0818 use this V =-0.24 W SHEAR FORCE BASED ON 7 KM. DISTANCE FR. FAULTS Reliability/Redundancy Factor p : p = 2 -20/rmax x (Ab)"1/2 Ab= 5190 . . . ~ -'"', ~-- ' ', ' ', ' Active-Fault Ne; This map is intended to t the 1997 Uniform Building \ '.', ' ~ \ ' \ I I I \ \ \ \ ' ' ' ' ', ', ' ' ' ' ', ' ', ' \ ' \ \ ' \ \ ' ' ',,/ /'\ \ '\ \ '\ " " \ \ \ \ \ \ \ \ \ \' \ Afprox:rm~ ..\..oc.Afi4r1 a~--fug_, ftoJe.c~ 7 t:11~..s. ~ A 13, f'o,IAlt ~ ,e(~'- ~-~ut.,, . ,; t~ 1. -JZ" -· .. ·-.... • • -·-... -•••• TENG LI&: ASSOCIATES 1070 N. Altadena Drive PASADENA, CALIFORNIA-91107 Phone: (818) 797-0531 FAX: (818) 797-8022. ............ · .......................... ;---.;.-- __ .., _______ ... ~ +.,__.,.,.,_ .. ~~-~~ ... -~ .... _,_.._._. ___ , ·: ... ..:i__._ _____ _ SHEETNO. _______ OF _____ _ CALCULATEDBY ______ DATE _____ _ CHECKEDBY _______ DATE _____ _ SCALE ! ; :~-1-!--: ___ i _ l __ : ____ L i _J __ i---J--~ -- i 1 I l 1 i t l i i ; : PROOUCT20-M (Smg~Sheels) 205-1 (Padded) /_/,,,Inc ,Grolon, Mass. 01411. ToOn!e<PHOHE!OlLFREE1-!IJ0.225-£380 ., .I z Y~X ET ABS 6.22 F1 e: modete . -, ..,_:;--~, . Undeformed Shape. October 17;2000 14:32 . Cl z Y~X ETABS 6.22 · ile: modete .P T _, -.-·:· ,,, ' . :: .·'. , ...... ~. ·, . ' : '~!~. -.. • $ Control Data. ETABS 6.2 Heading Data 1 Heading Data 2 File MODETEK saved 10/17/00 14:07:03 in Kip-inches 1 1 1 1 0 4 3 1 1 386.4 0.0001 0 1 $ Story Data 1 1 0 0 0 11 i O 1 4 0 1 ROOF 144 0 $ Material Property Data r " , 1-S 29000 0.3 0.000283 2.4~694E-06 0.0006065 36 0 0 0 $ Column Property Data 1 TS8X8Xl/4 1 0 0 0 0 1 1 1 $ Beam Property Data 1 Cl2X20.7 1 0 0 0 0 0 1 1 1 $ Floor Property Data 1 MEMB 1 0.025 0 0 $ Frame Heading and Control Data 1 32 35 21 0 5 2 0 0 0 0 0 1 $ Layout Grids · 1 modetek rect O O O 7 6 0 164 405 627 652 855 1034 0 299 554 624 664 918 $ Layout Column Lines 1 0 0 0 2 0 299 0 3 0 554 0 4 164 0 0 5 164 299 0 6 164 624 0 7 405 624 0 8 405 299 0 9 405 0 0 10 627 0 0 11 627 299 0 12 627 664 0 13 652 918 0 14 855 Q 0 15 855 299 0 16 855 664 0 17 855 918 0 18 1034 0 0 19 1034 299 0 20 1034 664 0 21 1034 918 0 22 164 554 0 23 627 624 0 24 652 664 0 25 405 554 0. 26 627 554 0 27 652 554 0 28 652 624 0 29 855 624 0 30 855 554 0 31 1034 554 0 32 1034 624 0 OODDDDDDDDDDDDOOOOOOOOOOOOOOOOOOODODDDDD DDDDDDDDDDDDDDDDDDDDDDODDDDDDOOOOOODODDO DDDDODDOOOOOOdOOOOOOOODODDDDDDDDDDDDDDDO· DDDDDDDDDDDDDDDDDDDDODODODODODODDODDDDDD· DDQOOOOOOOODOOOOOOOOODOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOODOOOOOOOODOOOODOOOOOODDDDD DDDDDDDDDDDDOODDDDODDDDOOOODDODDDODODODD OODDDDODDDDDDDODDDDDDDDDDDDDODDDDDDDDDDD $ Layout Beam Bays " ~ ~, 1 1 2 0 2 2 3 0 3 4 5 0 4 9 8 0 5 8 7 0 6 10 11 0 7 24 13 0 8 14 15 0 , -, 9 15 16 0 10 16 17 0 11 18 19 0 12 19 20 0 13 20 21 0 14 1 4 0 15 4 9 0 16 9 10 0 17 10 14 0 18 14 18 0 19 2 5 0 20 5 8 0 21 8 11 0 22 11 15 0 23 15 19 0 24 3 22 0 25 6 7 0 26 7 23 0 27 16 20 0 28 13 17 0 29 17 21 0 30 5 22 0 31 22 6 0 32 11 23 0 33 23 12 34 12 24 35 24 16 0 0 0 DDDD0DDDD000000000000D000000000000000000 0000000000000000000000000000000000000000 0000000000000000000000000000000000000000 $. Layout Floor Bays 1 1 2. 4 5 0 1 1 2 2 3 5 22 0 1 1 3 4 5 9 8 0 1 1 4 9 8 10 11 0 1 1 5 10 11 14 15 0 1 1 6 14 15 18 19 0 1 1 7 24 13 16 17 0 1 1 · 8 16 17 20 21 0 1 1 9 5 22 8 25 0 1 1 10 22 6 25 7 0 1 1 11 8 25 11 26 0 1 1 12 25 7 26 2~ 0 1 1 13 11 26 27 27 0 O O 0000000000000000000000000000000000000000 14 26 23 27 28 0 0 0 0000000000000000000000000000000000000000 15 23 12 28' 24 0 0 0 0000000000000000000000000000000000000000 16 11 27 15 30 0 1 1 0000000000000000000000000000000000000000 17 27 28 30 29 0 1 1 0000000000000000000000000000000000000000 18 28 24 29 16 0 1 1 00000000D000000000000000DDDDDDDDDD000D00 19 15 30 19 31 0 1 1 D0000D00000D0D000P0000000000000000DDD0D0 20 30 29 31 32 0 1 1 DD00DDDD0000000000D0DDDD00DDDDDDDDDD0D00 21 29 16 32 20 0 1 1 DDD000000000000D00DD00000DD0D0D000000000 ~ .I .! ' ~_\;-... ,; . '-·· ' . .. , ... _..,.:. ....... ---.....i ... --... ,-•• , .. ., ··-·----. ~ ~~-.............. ,_ ~ ..... _,. _____ .. ···"' --·--.lt ....... ,,a. ....... -~----· .... ~----,.__..-...ui.e,,r._t~~~-'-... ~~--~...t.,i..\J.-<. -1. ···-' • ~ •-1 $ Beam Load Pattern Data 1 0 1.666667£-02 72 1.666667E~02 240 0 0 0 0 2 0 1.666667E-02 0 1.666667K-02 72 0 0 0 0 3 0 l.666667E-02 75.96 1.666667E-02 216 0 0 0 0 4 0 1. 666667E-02 0 1. 666667E:-02 96 0 0 0 0 5 0 4.166667E-02 72 4.166667E-02 144 0 0 0 0 $ Floor Load Pattern Data :~ 1 0.00005 0 0 ,,. - 2 1.388889E-04 0 0 $ Column Assignment Data 3 3 0 ROOF ROOF 1 1 1 2 2 0 ROOF ROOF 1 1 1 1 1 0 ROOF ROOF 1 1 1 4 4 0 ROOF ROOF 1 1 1 5 5 0 ROOF ROOF 1 1 1 6 6 0 ROOF ROOF 1 1 1 7 7 0 ROOF ROOF 1 1 1 8 8 0 ROOF ROOF 1 1 1 9 9 0 ROOF ROOF 1 1 1 10 10 0 ROOF ROOF 1 1 1 11 11 0 ROOF ROOF 1 1 1 12 12 0 ROOF ROOF 1 1 1 13 13 0 ROOF ROOF 1 1 1 14 14 0 ROOF ROOF 1 1 1 15 15 0 ROOF ROOF 1 1 1 16 16 0 ROOF ROOF 1 1 1 17 17 0 ROOF ROOF 1 1 1 18 18 0 ROOF ROOF 1 1 1 19 19 0 ROOF ROOF 1 1 1 20 20 0 ROOF ROOF 1 1 1 21 21 0 ROOF ROOF .1 1 1 $ Beam Assignment Data 1 1 0 ROOF ROOF 1 0 0 0 0 2 2 0 ROOF ROOF 1 0 0 0 0 3 3 0 ROOF ROOF 1 0 0 0 0 4 4 0 ROOF ROOF 1 0 0 0 0 6 6 0 ROOF ROOF 1 0 0 0 0 8 8 0 ROOF ROOF 1 0 0 0 0 11 11 0 ROOF ROOF 1 0 0 0 0 30 30 0 ROOF ROOF 1 0 0 0 0 31 31 0 ROOF ROOF 1 0 0 0 0 5 .$ 0 ROOF ROOF 1 0 0 0 0 32 32 0 ROOF ROOF 1 0 0 0 0 t 33 33 Q ROOF ROOF 1 0 0 0 0 9 9 0 ROOF ROOF 1 0 0 0 0 12 12 0 ROOF ROOF 1 0 0 0 0 7 7 0 ROOF ROOF 1 0 0 0 0 10 10 0 ROOF. ROOF 1 0 0 0 0 13 13 0 ROOF ROOF 1 0 0 0 0 -,: .. . '.~' .,.;,._ 14 14 0 ROOF ROOF 1 0 0 0 0 15 15 0 ROOF ROOF 1 0 0 0 0 16 16 0 ROOF ROOF 1 0 0 0 0 __ l 17 17 0 ROOF ROOF 1 0 0 0 0 18 18 0 ROOF ROOF 1 0 0 0 0 19 19 0 ROOF ROOF 1 0 0 0 0 20 20 0 ROOF ROOF 1 0 0 0 0 . _.., ~~ -21 21 0 ROOF ROOF 1 0 0 0 0 22 22 0 ROOF ROOF 1 0 0 0 0 23 23 0 ROOF ROOF l 0 0 0 0 24 24 0 ROOF ROOF 1 0 0 0 0 25 25 0 ROOF ROOF 1 0 0 0, 0 26 26 0 ROOF ROOF 1 0 0 0 0 35 35 0 ROOF ROOF 1 0 0 0 0 27 27 0 ROOF ROOF 1 0 0 0 0, ,,-- 29 29 0 ROOF ROOF 1 0 0 0 0 28 28 0 ROOF ROOF 1 O 0 0 0 34 34 0 ROOF ROOF 1 0 0 0 0 $ Floor Assignment Data 1 1 0 ROOF ROOF 1 3 3 0 ROOF ROOF 1 4 4 0 ROOF ROOF 1 5 5 0 ROOF ROOF 1 6 6 0 ROOF ROOF 1 2 2 0 ROOF ROOF 1 9 9 0 ROOF ROOF 1 11 11 0 ROOF ROOF 1 16 16 0 ROOF ROOF 1 19 19 0 ROOF ROOF 1 13 13 0 ROOF ROOF 1 10 10 0 ROOF ROOF 1 12 12 0 ROOF ROOF 1 14 14 0 ROOF ROOF 1 15 15 0 ROOF ROOF 1 17 17 0 ROOF ROOF 1 20 20 0 ROOF ROOF 1 18 18 0 ROOF ROOF 1 21 21 0 ROOF ROOF 1 1 7 0 ROOF ROOF 1 8 8 0 ROOF ROOF 1 $ Beam Load Assignment Data 20 20 0 ROOF ROOF 1 0 0 21 21 0 ROOF ROOF 2 0 0 22 22 0 ROOF ROOF 3 0 0 23 23 0 ROOF ROOF 4 0 O· 10 10 0 ROOF ROOF 5 0 0 $ Floor Load Assignment Data 1 1 0 ROOF ROOF 1 2 0 0 0 0 i, 3 3 0 ROOF ROOF 1 2 0 0 0 0 ! 4 4 0 ROOF ROOF 1 2 0 0 0 0 5 5 0 ROOF ROOF 1 2 0 0 0 0 6 6 0 ROOF ROOF 1 2 0 0 0 0 2 2 0 ROOF ROOF 1 2 0 0 0 0 9 9 0 ROOF ROOF 1 2 0 0 0 0 11 11 0 ROOF ROOF 12.000 0 13 13 0 ROOF ROOF 1 2 0 0 0 0 16 16 0 ROOF ROOF 1 2 0 0 0 0 _; 19 19 0 ROOF ROOF 1.2000 0 10 10 0 ROOF ROOF 1 2 0 0 0 0 12 12 0 ROOF ROOF 1 2 0 0 0 0 14 14 0 ROOF ROOF 1 2 0 O· O· 0 '*!,:; 17 17 0 ROOF ROOF 1 2 0 0 0 0 20 20 0 ROOF ROOF 1 2 0 0 0 o· 15 15. 0 ROOF ROOF 1 2 0 0 0 0 18 18 0 ROOF ROOF 1 2 0 0 0 0 21 21 0 ROOF ROOF 1 2 0 0 0 0 7 7 0 ROOF ROOF 1 2 0 0 0 0 8 8 0 ROOF ROOF 1 2. 0 0 0 0 /' - $ Frame Location Data. 1-0 0 0 $ Lateral Static Sej.smic Loads· 0.4 1 1.2 0 0.226 4.5 ROOF BaseLine 0 0.226 4.5 ROOF BaseLine 0 0 $ Load Case Data 1 0 1 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 d 3 0 0 0 0 1 0 0 0 0 4 0 0 0 0 0 1 0 0 0 .i' E T A B S Extended Three Dimensional Analysis or Building Systems PLUS Version 6.22 Copyright (C) 1983-1998 COMPUTERS AND STRUCTURES, INC. All rights reserved This copy of ETABS is for the exclusive use of Teng Li and Associates Unauthorized use is in violation of Federal copyright laws It is the responsibility of the user to verify all results produced by this program 17 Oct 2000 14:07:25 . -~· . .. ' .. ;. .,,, •_.. " ) ':'."- ·~ ~ ::,;~; ~~,~ Teng Li and Associates PAGE 2. PROGRAM:~TABS/FILE:\ETABSP\work\modetek\rnodeteLEKO HEADING DATA 1 HEADING DATA 2 J O B C O N T R O L INF· 0 RM AT ION ~ -, NUMBER OF STORIES----------------------------1 NUMBER OF FLOOR DIAPHRAGMS ON EACH LEVEL-----1 NUMBER OF DIFFERENT FRAMES------~------------1 NUMBER OF TOTAL FRAMES-----------------------1 NUMBER OF MASS TYPES-------------------------0 NUMBER OF LOAD CASES--------------------------4 NUMBER OF STRUCTURAL PERIODS-----------------3 NUMBER.OF MATERIAL PROPERTIES----------------1 NUMBER OF PROPERTIES FOR COLUMNS-------------1 NUMBER OF PROPERTIES FOR BEAMS---------------1 NUMBER OF PROPERTIES FOR FLOORS--~-----------1 NUMBER OF PROPERTIES FOR BRACES--------------0 NUMBER OF PROPERTIES FOR PANELS--------------0 NUMBER OF PROPERTIES FOR SUPPORTS/LINKS------0 CODE FOR STATIC LATERAL ANALYSIS-------------11 CODE FOR D:(NAMIC LATERAL ANALYSIS------------1 CODE FOR STRUCTURE TYPE----------------------0 CODE FOR P-DELTA ANALYSIS-------------------1 CODE FOR FRAME JOINT STIFFNESS MODIFICATION--4 CODE FOR FRAME SELF WEIGHT LOAD CONDITION----0 CODE FOR TYPE OF UNITS---------------------1 GRAVITATIONAL ACCELERATION------------------0.3864E+03 EIGEN CONVERGENCE TOLERANCE----------------0.l000E-03 EIGEN CUTOFF TIME PERIOD-------------~-----0.0000E+00 P-DELTA FACTOR-----------------------------0.l000E+0l ---·-··---··. _____ ... __ ,._._ . --~ •,. ~ ,.. . . ' ---... , Teng Li and Associates PAGE ·3 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA. 1 HEADING DATA 2 STRUCTURAL STORY DATA. STORY LEVEL ROOF STORY NUMBER OF HEIGHT DIAPHRAGMS 144.00 0 r -r .,, :; ) _, Teng Li and Associates HEADING DATA 1 HEADING DATA 2 MATERIAL PROPERTIES ID TYPE ELASTI.C MODULUS 1 s 0.2900E+05 ·, -" .~ . ... . .,..-.. PAGE.. . ·4 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek~EKO POISSONS RATIO 0.3000 ' -·· ·,,.,. UNIT UNIT WEIGHT MASS 0.2830E~03 ·o.2487E-05 COEFF' OE EXPANSION 0.6500E-05 ~. -~ .. : ; .,"'."1•, " . ,, ': ,,'~ : ~ ·: ,.,. :- MATERIAL PROPERTIES FOR DESIGN ID TYPE FY FC FYS FCS FBMAJ FBMIN 1 S 0.360E+02 0.000E+00 0.000E+00 ',, •;. ', '.,t, .. " " f Teng Li and Associates PAGE 5 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2. SECTION PROPERTIES' FOR COLUMNS SECTION . ID TYPE 1 TS8X8Xl/4 MAT ID 1 /' -MAJOR DIM 8.000 MINOR DIM 8.000 FLANGE THICK 0.250 WEB THICK 0.250 SECTION PROPERTY REDUCTION FACTORS FOR COLUMNS TORSION MAJOR MINOR ID J I I 1 1.000 1.000 1.000 ANALYSIS SECTION PROPERTIES FOR COLUMNS AXIAL MAJOR MINOR TORSION MAJOR MINOR ID A AV AV J I I 1 7.590 4.000 4.000 0.1180E+03 0.7510E+02 0.7510E+02 -~ Teng Li and Associates . PAGE .6 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2 SECTION PROPERTIES FOR BEAMS SECTION -ID TYPE 1 Cl2X20.7 MAT ID 1 ~ -r DEPTH BELOW 12.000 DEPTH ABOVE 0.000 BEAM WIDTH 2. 942. FLANGE THICK 0.501 WEB THICK 0.282 SECTION PROPERTY REDUCTION FACTORS FOR BEAMS TORSION MAJOR MINOR ID J I I 1 1.000 1.000 1.000 ANALYSIS SECTION PROPERTIES FOR BEA.MS AXIAL MAJOR MINOR TORSION MAJOR MINOR ID A AV AV J I I 1 6.090 3.384 2. 948 0.3700E+00 0.1290E+03 0.3880E+0l .•, Teng Li and Associates HEADING DATA. 1 · HEADING DATA 2. SECTION PROPERTIES FOR ELEMENT -ID TYPE 1 MEM13 MAT ID 1 PAGE 7 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO F.LOORS' FLOOR Tll 0.025 ,. " ,. FLOOR T22 0.025 FLOOR Tl2 0.025 ,l _; Teng Li and Associates PAGE .8 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2. FRAME C O N T R O L I N F O R M A T I O N , -, FRAME ID NUMBER----------------------------1 NUMBER OF COLUMN LINES---------------------32 NUMBER OF BEAM BAYS------------------------35 NUMBER OF FLOOR BAYS-----------------------21 NUMBER OF JOINT LOAD PATTERNS--------------0 NUMBER OF BEAM SPAN LOAD PATTERNS----------5 NUMBER OF FLOOR SURFACE LOAD PATTERNS------2 CODE FOR JOINT DATA------------------------0 MAXIMUM NUMBER OF BRACE ELEMENTS-----------0 MAXIMUM NUMBER OF PANEL ELEMENTS-~---------0 MAXIMUM NUMBER OF LINK ELE!Y:!ENTS-----------0 MAXIMUM NUMBER OF LOADS PER BEAM. SPAN------4 COLUMN LINE COORDINATES AND ORIENTATIONS COLUMN X-ORD Y-ORD ANGLE 1 0.000 0.000 0.00000 2 0.000 299.000 0.00000 3 0.000 554.000 0.00000 4 164.000 0.000 0.00000 5 164.000 299.000 0.00000 6 164.000 624.000 0.00000 7 405.000 624.000 0.00000 8 405.000 299.000 0.00000 9 405.000 0.000 0.00000 10 627.000 0.000 0.00000 11 627.000 299.000 0.00000 12 627.000 664.00d 0.00000 13 652.000 918;()00 0.00000 14 855.000 o.boo 0.00000 15 855.000 299.000 0.00000 16 855.000 664.000 0.00000 17 855.000 91$.000 0.00000 18 1034.000 0.000 0.00000 19 1034.000 299.000 0.00000 20 1034.000 664.000 0.00000 21 1034.000 918.000 0.00000 22 164.000 554.000 0.00000 23 627.000 624.000 0.00000 : .. -~.--~-' ·';: .., .. , ::._-_:.;·; -.r.,;.·:.;••,:·•; ,:..,., •' •,~-.; .~ .~.:.., • .;_;~_::..,..,_. ·t" • ,.., ' 24 25 ·,,,,:: 652.000 405.000 664.000 554.000 / 0.00000 0.00000 • ~ ·-Teng Li and Associates PAGE ·9 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2, ' . COLUMN LINE COORDINATES AND ORIENTATIONS · ~ r COLUMN X-ORD Y-ORD ANGLK 26 627.000 554. 000' 0.00000 27 652.000 554.000 0.00000 28 652.000 624.000 0.00000 29 855.000 624.000 0.00000 30 855.000 554.000 0.00000 31 1034.000 554.000 0.00000 32 1034.000 624.000 0.00000 BEAM BAY CONNECTIVITY DATA BAY I-COLUMN J-COLUMN I-END DROP BAY LENGTH 1 1 2 0 299.000 2 2 3 0 255.000 3 4 5 0 299.000 4 9 8 0 299.000 5 8 7 0 325.000 6 10 11 0 299.000 7 24 13 0 254.000 8 14 15 0 299.000 9 15 16 0 365.000 10 16 17 0 254.000 11 18 19 0 299.000 12 19 20 0 365.000 13 20 21 0 254.000 14 1 4 0 164.000 15 4 9 0 241.000 16 9 10 0 222.000 17 10 14 0 228.000 18 14 18 0 179.000 19 2 5 0 164.000 20 5 8 0 241.000 21 8 11 0 222.000 22 11 15 0 228.000 23 15 19 0 179.000 24 3 22 0 164.000 ,I 25 6 7 0 241. 000 26 7 23 0 222.000 27 16 20 0 179.000 28 13 17 0 203.000 29 17 21 0 179.000 30 5 22 0 255.000 31 22 6 0 70.000 32 11 23 0 325.000 33 23 12 0 40.000 34 12 24 0 25.000 35 24 16 0 203.000 '-""-~...,__ .. ,, .. _ .... , .. ?t-?-. .:~ Teng Li and Associates PAGE 10 .PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2 FLOOR BAY CONNECTIVITY DATA , -,, FLOOR I-COL J-COL K-COL L-COL IJ:...DROP NSF NBAY PROJ AREA 1 1 2 4 5 0 1 1 4.9036E+04 2 2 3 5 22 0 1 1 4.1820E+04 3 4 5 9 8 0 1 1 7.2059E+04 4 9 8 10 11 0 1 1 6. 6378E+04 5 10 11 14 15 0 1 1 6.8172E+04 6 14 15 18 19 0 1 1 5.3521E+04 7 24 13 16 17 0 1 1 5.1562E+04 8 16 ·17 20 21 0 1 1 4.5466E+04 9 5 22 8 25 0 1 1 6. 1455E+04 10 22 6 25 7 0 1 1 l.6870E+04 11 8 25 11 26 0 1 1 5.6610E+04 12 25 7 26 23 0 1 1 1.5540E+04 13 11 26 27 27 0 0 0 3.1872E+03 14 26 23 27 28 0 0 0 1. 7500E+03 15 23 12 28 24 0 0 0 1.0000E+03 16 11 27 15 30 0 1 1 5.4953E+04 17 27 28 30 .29 0 1 1 1.4210E+04 18 28 24 29 16 0 1 1 8.1200E+03 19 15 30 19 31 0 1 1 4.5645E+04 20 30 29 31 32 0 1 1 1. 2530E+04 2i 29 16 32 20 0 1 1 7.1600E+03 BEAM SPAN LOADING PATTERNS ID NCON Wl/Ll W2/L2 W3/L3 W4/L4 1 0 0.01667 0.01667 0.00000 0.00000 72. 000 240.000 0.000 0.000 2 0 0.01667 0.01667 0.00000 0.00000 0.000 72. 000 0.000 0.000 3 0 0.01667 0.01667 0.00000 0.00000 75.960 216.000 0.000 0.000 4 0 0.01667 0.01667 0.00000 0.00000 0.000 96.000 0.000 0.000 5 0 0.04167 0.04167 0.00000 0.00000 " ! 72. 000 144.000 0.000 0.000 FLOOR. LOADING PATTERNS ID VERTICAL W LATERAL WX LATERAL WY 1 0.00005 0.Q0000 0.00000 2 0.00014 0.00000 0.00000 INPUT AND/OR GENERATED COLUMN PROPERTY TYPES LEVEL 1 2 3 4 5 6 7 e 9 10 11 12 13 14 15 .. !!:I:'; Teng Li and Associates PAGE 10 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2 FLOOR BAY CONNECTIVITY DATA , -, FLOOR I-COL J-COL · K-COL L-COL IJ-DROP NSF NBAY PROJ AREA 1 1 2 4 5 0 1 1 4.9036E+04 2 2 3 5 22 0 1 1 4. 1820E+04 3 4 5 9 8 0 1 1 7.2059E+04 4 9 8 10 11 0 1 1 6. 6378E+04 5 10 11 14 15 0 1 1 6. 8172E+04 6 14 15 18 19 0 1 1 5.3521E+04 7 24 13 16 17 0 1 1 5.1562E+04 8 16 17 20 21 0 1 1 4.5466E+04 9 5 22 8 25 0 1 1 6.1455E+04 10 22 6 25 7 0 1 1 l.6870E+04 11 8 25 11 26 0 1 1 5.6610E+04 12 25 7 26 23 0 1 1 1. 5540E+04 13 11 26 27 27 0 0 0 3.1872E+03 14 26 23 27 28 0 0 0 l.7500E+03 15 23 12 28 24 0 0 0 1.0000E+03 16 11 27 15 30 0 1 1 5.4953E+04 17 27 28 30 29 0 1 1 l.4210E+04 18 28 24 29 16 0 1 1 8.1200E+03 19 15 30" 19 31 0 1 1 4.5645E+04 20 30 29 31 32 0 1 1 l.2530E+04 21 29 16 32 20 0 1 1 7.1600E+03 BEAM SPAN LOADING PATTERNS ID NCON Wl/Ll W2/L2 W3/L3 W4/L4 1 0 0.01667 0.01667 0.00000 0.00000 72. 000 240.000 0.000 0.000 2 0 0.01667 0.01667 0.00000 0.00000 0.000 72. 000 0.000 0.000 3 0 0.01667 0.01667 0.00000 0.00000 75.960 216.000 0.000 0.000 4 0 0.01667 0.01667 0.00000 0.00000 0.000 96.000 0.000 0.000 5 0 0.04167 0.04167 0.00000 0.00000 ,, ) 72.000 144.000 0.000 0.000 FLOOR LOADING PATTERNS ID VERTICAL W LATERAL WX LATERAL WY 1 0.00005 0.00000 0.00000 2 0. 00014 0 .·00000 0.00000 _; INPUT AND/OR GENERATED COLUMN PROPERTY TYPES LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ' -' t~f//·, ;' ·.-~' f/··· -~ ,'. / -; Teng Li and Associates HEADING DATA 1 HEADING DATA 2 LEVEL 16 ROOF 1 LEVEL 31 ROOF 0 17 18 1. 1 32 0 19 1 PAGE 11. PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO 20 21 22 23 24 25 26 27 28 29 30. 1 . 1 ,,. 0 0 0 0 0 0 0 0 0 INPUT AND/OR GENERATED COLUMN PINS (MAJOR/MINOR) LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ROOF 1/1 1/i 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 1/1 LEVEL 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ROOF 1/1 1/1 1/1 1/1 1/1 1/1 0/0 0/0 0/0 0/0 0/0 0/0 0/0 0/0 0/0 LEVEL 31 32 ROOF 0/0 0/0 INPUT AND/OR GENERATED BEAM PROPERTY TYPES LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ROOF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LEVEL 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ROOF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LEVEL 31 32 33 34 35 ROOF 1 1 1 1 1 INPUT AND/OR GENERATED BEAM PINS (MAJOR/MINOR) DATA FOR THIS OPTION IS ALL 0 INPUT AND/OR GENERATED BEAM I-END FLEX I BILI.TY .. DATA FOR THIS OPTION IS A.LL 0 INPUT AND/OR GENERATED BEAM J,-END FLEXIBILITY DATA FOR THIS OPTION IS ALL 0 •'. ·, ·' . Teng Li and Associates PAGE i'2. PROGRAM:ETABS/FILE: \ETABSP\work\modetek\modetek.EKO · HEADING DATA 1 HEADING DATA 2 . '. INPUT AND/OR GENERATED FLOOR PROPERTY ID*S .,. ·f,' :-.. ,.,.. LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ROOF 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LEVEL 16 17 18 19 20 21 ROOF 1 1 1 1 1 1 INPUT AND/OR GENERATED BEAM LOADS .•. LOAD CONDITION I LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ROOF 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 LEVEL 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 ROOF 0 0 0 0 1 2 3 4 0 0 0 0 0 0 0 LEVEL 31 32 33 34 35 ROOF 0 0 0 0 0 INPUT AND/OR GENERAT~D BEAM LOADS ... LOAD CONDITION II DATA FOR THIS OPTION IS ALL 0 INPUT AND/OR GENERATED BEAM LOADS LOAD CONDITION III DATA FOR THIS OPTION IS ALL 0 INPUT AND/OR GENERATED FLOOR LOA,DS LOAD CONDITION I 1, LEVEL 1 2 ) 3 4 5 6 7 8 9 10 11 12 13 14 15 ROOF 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 LEVEL 16 l7 18 19 20 21 '·· . •· ROOF 1 1 1 1 1 1 : . :~ _, _,. INPUT AND/OR GENERATED FLOOR LOAQS LOAD CONDITION II LEVEL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ._,; -· -·-· . ··-········ .... ' .............. -·· . ·-· .... ··--· -. ~-~·_,_, -- Teng Li and Associates PAGE 13 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2 LEVEL ROOF 16 17 18 19 2~ 21 2 2 2 2 2 · 2 ,,-- INPUT AND/OR GENERATED FLOOR LOADS ... LOAD CONDITION III DATA FOR THIS OPTION IS ALL 0 INPUT AND/OR GENERATED FLOOR LOADS ... LOAD CONDITION A DATA FOR THIS OPTION IS ALL 0 INPUT AND/OR GENERATED FLOOR LOADS ... LOAD~CONDITION B DATA FOR THIS OPTION IS ALL 0 INPUT AND/OR GENERATED FLOOR LOADS ... LOAD CONDITION C DATA FOR THIS OPTION IS ALL 0 SUMMATION OF -FRAME LOADING (VERTI.CAL DOWNWARDS') LEVEL /---------------------LOAD CONDITIONS--------------------/ ID I II III A B C ROOF 48.29 103.76 0.00 0.00 0.00 0.00 BASELINE 0.00 0.00 0.00 0.00 0.00 0.00 TOTALS 0.483E+02 0.104E+03 O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO SUMMATION OF FRAME LOADING (LATERAL-X) LEVEL /-~-------------------LOAD CONDITIONS--------------------/ ID I II III A B C ROOF 0.00 0.00 0.00 0.00 0.00 0.00 BASELINE 0.00 0.00 0.00 0.00 0.00 0.00 TOTALS O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO O.OOOE+OO SUMMATION OF FRAME LOADING (LATERAL-Y) LEVEL ID ROOF BASELINE /---------------------LOAD CONDITIONS--------------------/ I-- 0. 00 0.00 II 0.00 0.00 III 0.00 0.00 A 0.00 0.00 B 0.00 0.00 C 0.00 0.00 .. ,. _, TOTALS 0.000E+00 0.000E+00 0.000E+00 O.000E+00 0.000E+00 0.000E+00 ,' -, !'•,_ ' 1 ... , Teng Li and Associates PAGE 1·4 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING Dfl.TA 1 .HEADING DATA 2 SUMMATION OF FRAME ELEMENT.WEIGHTS , " ,. LEVEL /-----------~------ELEMENT TYPE-----------------/ ID COLUMN BEAM BRACE PANEL FLOOR ROOF 3.248 13.436 0.000 0.000 5.285 BASELINE 3.448 0.000' 0.000 0.000 0.000 TOTALS 0.650E+0l 0.134E+02 0.000E+00 0.000E+00 0.529E+0l SUMMATION OF FRAME ELEMENT MASSES LEVEL /------------------ELEMENT TYPE-----------------/ ID COLUMN BEAM BRACE PANEL FLOOR ROOF 0.029 0.118 0.000 0.000 0.046 BASELINE 0.029 0.000 0.000 0.000 0.000 TOTALS 0.571E-01 0.118E+00 0.000E+00 0.000E+00 0.464E-01 ., ,, ~ / " . i f' ' . ~ --:·~ .. ' -.. ' ;, ,l Teng Li and Associates HEADING DATA 1 HEADING DATA 2 FRAME POS:ITION DATA PAGE 15 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO , -, FRAME FRAM~ ./----FRAME ORIENTATION----/ /--------FRAME HEADING--------/ CbUNT ID X-ORD Y-ORD ANGLE 1 1 0.00 0.00 0.000 '~ __ , __ , Teng Li and Associates PAGK 16 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2 . DIAPHRAGM MASS DATA. RESULTANTS OF S.TORY & TRIBUTARY ELEMENT' MASSES STORY LEVEL ROOF DIAPHRAGM DIAPHRAGM. DIAPHRAGM DIAPHRAGM DIAPHRAGM NUMBER MASS MMI X-M Y-M 1 0.193 0.3765E+05 570.53 386.66 ·;· ,.$:,:,: • ~-........... ~-~. ) . -.· :. , __ ,...·_ .. --.. -=~~-.. -~· ·~· -'-'·-·-· -··=···~~-··-··-····.'--'' -·. ·'····--··--·--··--~---- Teng Li and Associates PAGE 17 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2 STAT.IC SEISMIC LOAD CALCULATION DATA. r • , UNIFORM BUILDING CODE 1994 UBC ZONE FACTOR (Z)-------------------------0.40 UBC IMPORTANCE FACTOR (T)-------------------1.00 UBC SITE COEFFICIENT ( S) -------------------1. 20 LOAD CONDITION A (X-DIRECTION) ... PERIOD OF PREDOMINANT X STRUCTURAL MODE----- UBC (METHOD A) PERIOD FOR X DIRECTION------- UBC STRUCTURAL SYSTEM COEFFICIENT (RW)------ TOP LEVEL OF TRIANGULAR DISTRIBUTION~---- BOTTOM LEVEL OF TRIANGULAR DISTRIBUTION----- LOAD CONDITION B (Y-DIRECTION) ... PERIOD OF PREDOMINANT Y STRUCTURAL MODE----- UBC (METHOD A) PERIOD FOR Y PIRECTION------- UBC STRUCTURAL SYSTEM COEFFICIENT (RW)------ TOP LEVEL OF TRIANGULAR DISTRIBUTION----- BOTTOM LEVEL OF TRIANGULAR DISTRIBUTION----- ADDITIONAL STORY ECCENTRICITIES LEVEL ROOF EYA 0.00 EXB 0.00 0.000 0.226 4.500 ROOF BASELINE 0.000 0.226 4.500 ROOF BASELINE . -~·. . . . ' · .. •···· .... .• --~ .• .. -· ·-·-· ·-·-· ..... -.. ·----·· ______ . .._.. ... ~ ........... ,--. .... _, .. ,.-~ ..., ..... _, ... _.,._ ...!,_..!,~ .. .J.s..,.~.~u!,..-,1.J ..... .a.. ........ --.. -..:.-~~ Teng Li and Associates PAGE 1·8 PROGRAM:ETABS/FILE.: \ETABSP\work\modetek\modetek.EKO HEADING DATA 1 HEADING DATA 2 LOAD CASE. DEFIN1-TION DATA , -, LOAD LTYP I II III A -1 0 1.000 0.000 0.000 0.000 2 0 0.000 1.000 0.000 0.000 3 0 0.000 0.000 0.000 1.000 4 0 0.000 0.000 0.000 0.000 FOR DYNAMICS BY THE RESPONSE SPECTRUM METHOD DYNAMIC 1 DYNAMIC 2 SPECTRAL DIRECTION 1 SPECTRAL DIRECTION 2 FOR DYNAMICS BY THE TIME HISTORY METHOD DYNAMIC 1 DYNAMIC 2 TIME HISTORY MODAL ANALYSIS NOT USED. .... .. B C Dl. D2 0.000 0.000 ·o.ooo· 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 ._) E T A B S Extended Three Dimensidnal Analysis of Building Systems PLUS Version 6.22 Copyright (C) 1983-1998 COMPUTERS AND STRUCTURES, INC. All rights reserved This copy of ETABS is for the exclusive use of Teng Li and Associates Unauthorized use is in violation of Federal copyright laws It is the resp6nsibility of the user to verify all results produced by this program 17 Oct 2000 14:07:28 .. ~ . •• -···--... -..... ·~---·-····-•• ······--·· < •••••••• ___ ., ________ .,_ .. __ _.: ........... .;i .......... ....u.-~-~--~..;~ .......... -..... ,-u., .... ...:......-~..1 ...... ~---- Teng Li and Associates PAGE:· 1 PROGRAM: ETABS/FILE: \ETABSP\work\modetek\modetek .. DSP HEADING DATA 1 HEADING DA.TA 2 LOAD CASE DEFJ;NITION DATA ,r - LOAD LTYP I II III A 1 0 1.000 0.000 0.000 0.000 2 0 0.000 1.000 0.000 0.000 3 0 0.000 0.000 0.000 1.000 4 0 0.000 0.000 0.000 0.000 FOR DYNAMICS BY THE RESPONSE SPECTRUM METHOD DYNAMIC 1 DYNAMIC 2 SPECTRAL DIRECTION 1 SPECTRAL DIRECTION 2 FOR DYNAMICS BY THE TIME HISTORY METHOD DYNAMIC 1 DYNAMIC 2 TIME HISTORY MODAL ANALYSIS NOT' USEp· ':, -,,1' ;: ". • > • . B C Dl D2 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. 000 0.000 0.000 0.000 • -~ Teng Li and Associates PAGE 2 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.DSP HEADING DATA 1 HEADING DATA 2 DISPLACEMENTS AT LEVEL ROOF IN FRAME COL OUTPUT LOCAL LOCAL ,' LOCAL LOCAL LOCAL LOCAL ID ID X-TRAN Y-TRAN Z-TRAN XX-ROTN YY-ROTN ZZ-ROTN 1 CASE 1 0.00172 0.00093 -0.00031 -0.00017 0.00008 0.00000 1 CASE 2 0.01032 0.00397 -0.00084 -'-0.00049 0.00023 -0.00001 1 CASE 3 0.53813 -0.00389 0.00083 0.00001 0. 00111 0.00000 1 CASE 4 0.00055 0.61063 0.00041 -0.00185 0.00000 0.00001 2 CASE 1 0.00315 0.00093 -0.00053 0.00004 0.00004 0.00000 2 CASE 2 0.01220 0.00397 -0.00182 0.00010 0.00043 -0.00001 2 CASE 3 0.53797 -0.00389 0.00084 0.00000 0. 00111 0.00000 2 CASE 4 -0.00266 0.61063 0.00011 -o·. 00064 0.00000 0.00001 3 CASE 1 0.00436 0.00093 -0.00038 0.00010 0.00039 0.00000 3 CASE 2 0. 01381 0.00397 -0.00105 0.00026 0.00110 -0.00001 3 CASE 3 0.53784 -0.00389 0.00039 0.00001 0.00158 0.00000 3 CASE 4 -0.00539 0.61063 -0.00047 -0.00168 -0.00028 0.00001 4 CASE 1 0.00172 0.00015 · -0.00097 -0.00036 0.00007 0.00000 4 CASE 2 0.01032 0.00293 -0.00270 -0.00101 0.00020 -0.00001 4 CASE 3 0.53813 -0.00381 -0.00051 0.00004 0.00051 0.00000 4 CASE 4 0.00055 0.61238 0.00042 -0. 00183 0.00000 0.00001 5 CASE 1 0.00315 0.00015 -0.00301 -0.00017 0.00049 .. 0.00000 5 CASE 2 0.01220 0.00293 -0.00636 -0.00047 0.00036 -0.00001 5 CASE 3 0.53797 -0.00381 -0.00061 -0.00010 0.00051 0.00000 5 CASE 4 -0.00266 0.61238 -0.00006 -0.00075 0.00000 0.00001 6 CASE 1 0.00470 0.00015 -0.00079 0.00080· 0.00007 0.00000 6 CASE 2 0.01425 0.00293 -0.00219 0.00222 0.00020 -0.00001 6 CASE 3 0.53780 -0.00381 0.00023 0.00032 0.00135 0.00000 6 CASE 4 -0.00614 0.61238 -0.00042 -0.00190 0.00001 0.00001 7 CASE 1 0.00470 -0.00100 -0.00026 -0.00009 0.00000 0.00000 7 CASE 2 0.01425 0.00141 -0.00074 -0.00029 0.00001 -0.00001 7 CASE 3 0.53780 -0.00368 -0.00041 0.00001 0.00082 0.00000 7 CASE 4 -0.00614 0.61496 -0.00032 -0.00194 -0.00010 0.00001 i 8 CASE 1 0.00315 -0.00100 -0.00415 0.00042 -0.00047 0.00000 8 CASE 2 0.01220 0.00141 -,0.00607 o. 00118 -0.00019 -0.00001 8 CASE 3 0.53797 -0.'00368 0.00011 0.00000 0.00075 0.00000 8 CASE 4 -0.00266 0.61496 -0.00005 -0.00074 0.00000 0.00001 9 CASE 1 0.00172. -0.00100 -0. 00112 -0.00057 -0.00004 0.00000 9 CASE 2 0.01032 0.00141 -0. 00311 -0.00158 -0.00009 -0.00001 9 CASE 3 0.53813 -0.00368 0. 00011 0.00001 0.00075 0.00000 _; 9 CASE 4 0.00055 0.61496 0.00042 -0.00184 0.00000 0.00001 10 CASE 1 0.00172 -0.00207 -0.00108 -0.00055 0.00002 0.00000 10 CASE 2 0.01032 0.00001 -0.00299 -0.00153 0.00007 -0.00001 b ''"d,.· Teng Li and Associates PAGE 3 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.DSP HEADING DATA 1 HEADING DATA 2 DISPLACEMENTS AT LEVEL ROOF IN FRAME .,4\. COL OUTPUT LOCAL LOCAL ,.., LOCAL LOCAL LOCAL LOCAL ID ID X-TRAN Y-TRAN Z-TRAN XX-ROTN YY-ROTN ZZ-ROTN . 10 CASE 3 0.53813 -0.00357 -'-0.00008 0.00001 0.00072 0.00000 10 CASE 4 0.00055 0.61734 0.00043 -0.00184 0.00000 0.00001 11 CASE 1 0.00315 -0.00207 -0.00263 0.00041 0.00035 0.00000 11 CASE 2 0.01220 0.00001 -0.00589 0. 00113 0.00012 -0.00001 11 CASE 3 0.53797 -0.00357 -0.00009 -0.00001 0.00072 0.00000 11 CASE 4 -0.00266 0.61734 -0.00012 -0.00079 0.00000 0.00001 12 CASE 1 0.00489 -d.00207 -0.00046 -0.00001 0.00027 0.00000 12 CASE 2 0. 01450 0.00001 -0.00127 -0.00006 0.00075 -0.00001 12 CASE 3 0.53778 -0.00357 0.00040 0.00008 0.00142 0.00000 12 CASE 4 -0.00656 0. 61734 -0.00012 -0.00204 -0.00009 0.00001 13 CASE 1 0.00610 -0.00218 -0.00040 0.00025 0.00017 0.00000 13 CASE 2 0.01610 -0.00014 -0. 00112 0.00068 0.00046 -0.00001 13 CASE 3 0.53765 -0.00355 0.00058 0.00006 0.00132 0.00000 13 CASE 4 -0.00928 0.61761 -0.00026 -0.00217 -0.00002 0.00001 14 CASE 1 0.00172 -0.00315 -0.00106 -0.00054 -0.00003 0.00000 14 CASE 2 0.01032 -0.00142 -0.00288 -0.00142 -0.00008 -0.00001 14 CASE 3 0. 53813 -0.00345 0.00040 0.00001 0.00052 0.00000 14 CASE 4 0.00055 0.61978 0.00045 -0.00180 0.00000 0.00001 15 CASE 1 0.00315 -0.00315 -0.00385 0.00057 -0.00025 0.00000 15 CASE 2 0.01220 -0.00142 -0.00543 0. 00116 -0.00015 -0.00001 15 CASE 3 0.53797 -0. 00345, 0.00040 0.00001 0.00052 0.00000 15 CASE 4 -0.00266 0.61978 -0.00025 -0.00097 0.00000 0.00001 16 CASE 1 0.00489 -0.00315 -0.00237 -0.00123 -0.00007 0.00000 16 CASE 2 0.01450 -0.00142 -0.00300 -0.00084 -0.00019 -0.00001 16 CASE 3 0.53778 -0.00345 0.00020 0.00000 0.00040 0.00000 16 CASE 4 -0.00656 0.61978 0.00038 -0.00089 0.00001 0.00001 17 CASE 1 0.00610 -0.00315 -0.00162 0.00136 -0.00002 0.00000 17 CASE 2 0.01610 -0.00142 -0.00244 0.00093 -0.00006 -0.00001 I, 17 CASE 3 0.53765 -0.00345 0.00012 0.00001 0.00037 0.00000 _l 17 CASE 4 -0.00928 0.61978 -0.00056 -0.00164 -0.00001 0.00001 18 CASE 1 0.00172 -0.00401 -0.00038 -0.00021 -0. 00011 0.00000 18 CASE 2 0.01032 -0. 00255 . -0.00105 -0.00062 -0.00029 -0.00001 18 CASE 3 0.53813 -0.00335 -0.00075 0.00001 0.00118 0.00000 ~ .. ~ -.,_, 18 CASE 4 0.00055 ~ . \ 0.62170 0.00045 -0.00180 0.00000 0.00001 .:·· -. 19 CASE 1 0.00315 -0.00401 -0.00082 0.00019 -0.00028 0.00000 ;_I 19 CASE 2 0.01220 -0.00255 -0.00199 0.00052 -0.00055 -0.00001 19 CASE 3 0.53797 -0.00335 -0.00074 0.00001 0.00117 0.00000 19 CASE 4 -0. 002·66 0.62170 -0.00024 -0.00098 -0.00001 0.00001 ·-Teng Li and Associates PAGE 4 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.DSP HEADING DATA 1 HEADING DATA 2 DISPLACEMENTS AT LEVEL. ROOF IN FRAME COL OUTPUT LOCAL LOCAL ,' LOCAL LOCAL LOCAL LOCAL ID ID X-TRAN Y-TRAN Z-TRAN XX-ROTN YY-ROTN ZZ-ROTN . 20 CASE 1 0.00489 -0.00401 -0.00037 -0.00013 -0.00009 0.00000 20 CASE. 2 0.01450 -0.00255 -0.00101 -0.00039 -0.00024 · -0. 00001 20 CASE 3 0.53778 -0.00335 -0.00071 0.00000 0.00121 0.00000 20 CASE 4 -0.00656 0.62170 0.00036 -0.00089 -0.00002 0.00001 21 CASE 1 0.00610 -0.00401 -0.00032 0.00017 -0.00009 0.00000 21 CASE 2 0.01610 -0.00255 -0.00090 0.00044 -0.00023 -0.00001 21 CASE 3 0.53765 -0.00335 -0.00070 o_. 00001 0.00122 0.00000 21 CASE 4 -0.00928 0.62170 -0.00055 -0.00164 -0.00002 0.00001 22 CASE 1 0.00436 0.00015 -0.06638 0.00079 0.00028 0.00000 22 CASE 2 0.01381 0.00293 -0.18374 0.00219 0.00078 -0.00001 22 CASE 3 0.53784 -0.00381 -0.02444 0.00026 -0.00054 0.00000 22 CASE 4 -0.00539 0.61238 0.07095 -0.00031 -0.00051 0.00001 23 CASE 1 .0.00470 -0.00207 0.00057 -0.00005 -0.00009 0.00000 23 CASE 2 0.01425 0.00001 0.00230 -0. 00016 -0.00025 -0.00001 23 CASE 3 0.53780 -0.00357 -0.00327 0.00008 -0.00038 0.00000 23 CASE 4 -0.00614 0.61734 o. 06110 -0.00108 -0.00036 0.00001 24 CASE 1 0.00489 -0.,00218 -0.00820 -0.00031 0.00030 0.00000 24 CASE 2 0.01450 -0.00014 -0.02237 -0.00086 0.00081 -0.00001 24 CASE 3 0.53778 -0.00355 -0.02637 0.00013 0.00079 0.00000 24 CASE 4 -0.00656 0.61761 0.00235 0.00105 -0.00008 0.00001 25 CASE 1 0.00436 --0.00100 -1.88094 0.00000 0.00000 0.00000 25 CASE 2 0.01381 0.00141 -5.22483 0. 0000.0 0.00000 -0.00001 25 CASE 3 0.53784 -0,00368 0.00000 0.00000 0.00000 0.00000 25 CASE 4 -0.00539 0.61496 0.00000 0.00000 0.00000 0.00001 26 CASE 1 0.00436 -Q.00207 -0.97687 0.00000 0.00000 0.00000 26 CASE 2 0.01381 0.00001 -2. 71353 0.00000 0.00000 -0.00001 26 CASE 3 0.53784 -0.00357 0.00000 0.00000 0.00000 0.00000 26 CASE 4 -0.00539 0.61734 0.00000 0.00000 0.00000 0.00001 ~ 27 CASE 1 0.00436 -0.00218 -0.92624 0.00000 0.00000 0.00000 ) 27 CASE 2 0.01381 -0.00014 -2.57289 0.00000 0.00000 -0.00001 27 CASE 3 0.53784 -0.00355 0.00000 0.00000 0.00000 0.00000 27 CASE 4 -0.00539 0.61761 0.00000 0.00000 0.00000 0.00001 28 CASE 1 0.00470 -0.00218 -0.31350 0.00000 0.00000 0.00000 28 CASE 2 0.01425 -0.00014 -0.87083 0.00000 0.00000 -0.00001 28 CASE 3 0.53780 -0.00355 0.00000 0.00000 0.00000 0.00000 _l 28 CASE 4 -0.00614 0.61761 0.00000 0.00000 0.00000 0.00001 29 CASE 1 0.00470 -0.00315 -0.52525 0.00000 0.00000 0.00000 29 CASE 2 0.01425 -0.00142 -1. 45903 0.00000 0.00000 -0.00001 ---_____ .__ --,._ ~-~ ... --·--.... _, .... _. __ ' '. :- '•, .. ' ....... : .,-Teng Li and Associates PAGE 5 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.DSP HEADING DATA 1 HEADING DATA 2 ,:.-·- .-,:.._' DISPLACEMENTS AT LEVEL ROOF IN FRAME COL OUTPUT LOCAL LOCAL /' -LOCAL LOCAL LOCAL LOCAL ID ID X-TRAN Y-TRAN Z-TRAN XX-ROTN YY-ROTN ZZ-ROTN -29 CASE 3 0. 5.3780 .,..0.00345 0.00000 0.00000 0.00000 0.00000 29 CASE 4 -0.00614 0.61978 0.00000 0.00000 0.00000 0.00001 30 CASE 1 0.00436 -0.0031,5 -1. 57844 0.00000 0.00000 0.00000 30 CASE 2 0. 01381 -,-0.00142 -4.38455 0.00000 0.00000 -0.00001 30 CASE 3 0.53784 -0.00345 0.00000 0.00000 0.00000 0.00000 30 CASE 4 -0.00539 0. 61978 0.00000 0.00000 0.00000 0.00001 31 CASE 1 0.00436 -0.00401 -0. 72719 o·. 00000 0.00000 0.00000 31 CASE 2 0.01381 -0.00255 -2.01997 0.00000 0.00000 -0.00001 31 CASE 3 0.53784 -0.00335 0.00000 0.00000 0.00000 0.00000 31 CASE 4 -0.00539 0.62170 0.00000 0.00000 0.00000 0.00001 32 CASE 1 0.00470 -0.00401 -0.24613 0.00000 0.00000 0.00000 32 CASE 2 0.01425 -0.00255 -0.68368 0.00000 0.00000 -0.00001 32 CASE 3 0.53780 -0.00335 0.00000 0.00000 0.00000 0.00000 32 CASE 4 -0.00614 0.62170 0.00000 0.00000 0.00000 0.00001 _; r . r E T A B S Extended Three Dimensional Analysis of Building Systems PLUS Version 6.22 Copyright (C) 1983-1998 COMPUTERS AND STRUCTURES, INC. All rights reserved This copy of ETABS is for the exclusive use of Teng Li and Associates Unauthorized use is in violation of Federal copyright laws It is the responsibility of the user to verify all results produced by this program 17 Oct 2000 14:07:28 .. .,. :, ) _, Teng Li and ASSOGic;l.tes PAGE. 1 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 LOAD CASE DEFINITION DATA ,' LOAD LTYP I II III A 1 0 1.000 0.000 0.000 0.000 2 0 0.000 1.000 0.000 0.000 3 0 0.000 0.000 0.000 1.000 4 0 0. 000· 0.000 0.000 0.000 FOR DYNAMICS BY THE RESPONSE SPECTRUM METHOD DYNAMIC 1 DYNAMIC 2 SPECTRAL DIRECTION 1 SPECTRAL DIRECTION 2 FOR DYNAMICS BY THE TIME HISTORY METHOD DYNAMIC 1 DYNAMIC 2 TIME HISTORY MODAL ANALYSIS NOT USED B C 01 02 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 0.000 0.000 0.000 ":~" -~ ---------····· . '. ·. ,, .. Teng Li and Associates PAGE 2 PROGRAM:ETABS/FILE:\ETABSP\work\rnodetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 . ' .. · COLUMN FORCES AT LEVEL ROOF IN FRAME. , . r " , COL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL · ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 1 CASE 1 TOP 2.82 -0.02 6.93 -0.05 -0.47 -0.04 BOTTOM 0.00 0.00 1 CASE 2 TOP 6. 71 -0.05 19.08 -0.14 -1.28 -0.06 BOTTOM 0.00 0.00 1 CASE 3 TOP -108.63 0.82 0.62 0.00 1.28 0.00 BOTTOM 0.00 0.00 1 CASE 4 TOP -0.11 0.00 -98.57 0.75 0.62 0.10 BOTTOM 0.00 0.00 2 CASE 1 TOP 0. 72 -0.01 -1. 73 0.01 -0.81 -0.04 BOTTOM 0.00 0.00 2 CASE 2 TOP 14. 09 -0.11 -5.15 0.04 -2.79 -0.06 BOTTOM 0.00 0.00 2 CASE 3 TOP -108. 5-8 0.82 0.98 -0.01 1.28 0.00 BOTTOM 0.00 0.00 2 CASE 4 TOP 0.57 0.00 -148. 62 1.13 0.16 ·0.10 BOTTOM 0.,00 0.00 3 CASE 1 TOP 15.05 -0 .1.1 -4.23 0.03 -0.58 -0.04 BOTTOM 0.00 0.00 3 CASE 2 TOP 41. 42 -0.31 -12.03 0.09 -1. 61 -0.06 BOTTOM 0.00 0.00 3 CASE 3 TOP -88.88 0.67 0. 72 -0.01 0.60 0.00 BOTTOM 0.00 0.00 3 CASE 4 TOP -9.88 0.07 -105.77 0.80 -0.72 0.10 BOTTOM 0.00 0.00 4 CASE 1 TOP 2.35 -0.02 14.87 -0.11 -1. 49 -0.04 BOTTOM 0.00 o·. oo 4 CASE 2 TOP 5.14 -0.04 40.68 -0.31 -4.13 -0.06 BOTTOM 0.00 0.00 4 CASE 3 TOP -133.25 1.01 -0.48 0.00 -0.79 0.00 BOTTOM 0.00 0.00 4 CASE 4 TOP -0.14 0.00 -99.94 0.76 0.64 0.10 ~ ) BOTTOM 0.00 0.00 5 CASE 1 TOP 19.41 -0.15 6.86 -0.05 -4.61 -0.04 BOTTOM 0.00 0.00 5 CASE 2 TOP 11.31 -0.09 18.47 -0.14 -9. 72-. -0.06 BOTTOM O.OQ 0.00 5 CASE 3 TOP -133.21 1.01. 5.19 -0.04 -0. 93 · 0.00 BOTTOM 0.00 0.00 .J 5 CASE 4 TOP 0.68 -0.0T -144.81 1.10 -0. 09 . 0.10 BOTTOM·· 0.00 0.00 6 CASE 1 TOP 1. 58 -0.01 -33.28 0.25 -1.20 -0.04 BOTTOM 0.00 0.00 ~ ·": . ' 6 CASE 2 TOP BOTTOM .·',;' 4.17 0.00 -0.03 -92.68 0.00 0.70 -3.34 -0.06 .. Teng Li and Associates PAGE 3 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 , .. , COLUMN FORCES AT LEVEL ROOF IN FRAME ~ ~ , COL OUTPUT OUT.PUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -ID ID POIN.T MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 6 CASE 3 TOP -98.37 0.75 -12.12 0.09 0.35 0.00 BOTTOM 0.00 0.00 6 CASE 4 TOP 2.20 -0.02 -97.34 0.74 -0.65 0.10 BOTTOM 0.00 0.00 7 CASE 1 TOP -1.19 0.01 4.14 -0.03 -0.40 -0.04 BOTTOM 0.00 0.00 7 CAS~ 2 TOP -3.61 0.03 11.39 -0.09 -1.12 -0.06 BOTTOM 0.00 0.00 7 CASE 3 TOP -120.37 0.91 0.62 0.00 -0.63 0.00 BOTTOM 0.00 0.00 7 CASE 4 TOP -2.52 0.02 -96.36 0.73 -0. 49 0.10 BOTTOM 0.00 0.00 8 CASE 1 TOP -20.15 0.15 -17.. 26 0.13 -6.34 -0.04 BOTTOM 0.00 0.00 8 CASE 2 TOP -11.21 0.08 -48.98 0.37 -9.28 -0.06 BOTTOM -0. 00 0.00 8 CASE 3 TOP -123.34 0.93 0.90 -0.01 0.18 0.00 BOTTOM 0.00 0.00 8 CASE 4 TOP 0.61 0.00 -145.90 . 1.11 -0.08 0.10 BOTTOM 0.00 0.00 9 CASE 1 TOP -2.01 0.02 23.85 -0.18 -1. 72 -0.04 BOTTOM 0.00 0.00 9 CASE 2 TOP -6.85 0.05 64.98 -0.49 -4.76 -0.06 BOTTOM 0.00 0.00 9 CASE 3 TOP -123.37 0,93 0.59 0.00 0.17 0.00 BOTTOM 0.00 0.00 9 CASE 4 TOP -0.13 a.ob -100.23 0.76 0.64 0.10 BOTTOM 0.00 0.00 10 CASE 1 TOP 0.43 0.00 23.16 -0.18 -1. 65 -0.04 BOTTOM 0.00 0.00 " 10 CASE 2 TOP -0.11 0.00 63.24 -0.48 -4.57 -0.06 _l BOTTOM 0.00 0.00 10 CASE 3 TOP -124.42 0.94 o. 41 0.00 -0.13 0.00 BOTTOM 0.00 0.00 ., __ .. ::... -. 10 CASE 4 TOP -0.13 0.00 -101.15 0.77 o. 65 -0.10 ~-,~ -: BOTTOM· 0.00 0.00 :;,-~::::-.~·-~: ~ . }' , ' --. . ~' ~ .. ,: -,.-:-;:<;..-(· 11 CASE 1 TOP 13.66 -,Q.10 -16.33 0.12 -4.02 -0.04 '·: -~; ; : ,.-~,; ,', --·· ·.1· _.I BOTTOM 0.00 0.00 .. 11 CASE 2 TOP-1. 40 -0.01 -46. 72 0.35 -9.00 -0.06 BOTTOM 0.00 0.00 11 CASE 3 TOP -124.39 0.94 1.52 -0.01 -0.14 0.00 BOTTOM 0.00 0.00 11 CASE 4 TOP BOTTOM 0.63 0.00 0.00 -144.41 0.00 1.09 t ...... !; ~ -0.18 o.to ., Teng Li and Associates PAGE 4 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 · HEADING DATA 2 . ~ . ' .. COLUMN FORCES AT LEVEL ROOF IN FRAME. ; - COL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -ID Ib POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 12 CASE 1 TOP 9.92 -0.08 1.15 -0.01 -0.70 -0.04 BOTTOM 0.00 0.00 12 CASE 2 TOP 26.76 -0.20 2.44 -0.02 -1. 94 -0.06 BOTTOM 0.00 0.00 12 CASE 3 TOP -95·.68 0. 72 -2.47 0.02 0.61 0.00 BOTTOM 0.00 0.00 12 CASE 4 TOP -1. 93 0.01 -92.60 0.70 -0.18 0.10 BOTTOM 0.00 0.00 13 CASE 1 TOP 5.20 '-0.04 -9.77 0.07 -0.62 -0.04 BOTTOM 0.00 0.00 13 CASE 2 TOP 14.19 -0.11 -27.91 0.21 -1.71 -0.06 BOTTOM 0.00 0.00 13 CASE 3 TOP -9.9. 49 0.75 -1. 66 0.01 0.89 0.00 BOTTOM 0.00 0.00 13 CASE 4 TOP 1. 77 -0.01 -87.42 0.66 -0.39 0.10 BOTTOM 0.00 0.00 14 CASE 1 TOP -1. 72 0.01 23.39 -0.18 -1. 62 -0.04 'BOTTOM 0.00 0.00 14 CASE 2 TOP -6.14 0.05 58.88 -0.45 -4.40 -0.06 BOTTOM 0.00 0.00 14 CASE 3 TOP -132.82 1.01 0.57 0.00 0.61 0.00 BOTTOM 0.00 0.00 14 CASE 4 TO]; -0.14 0.00 -103.47 0.78 0.69 0.10 BOTTOM 0.00 0.00 15 CASE 1 TOP -11. 30 0.09 -22.52 0.17 -5.89 -0.04 BOTTOM 0.00 0.00 15 CASE 2 TOP -9.69 0.07 -47.55 0.36 -8.30 -0.06 BOTTOM 0.00 0.00 15 CASE 3 TOP -132. 78 1.01 0.77 -0.01 0.61 0.00 BOTTOM 0.00 0.00 15 CASE 4 TOP 0.67 -0.01 -137.49 1.04 -0.38 0.10 !; ) BOTTOM 0.00 0.00 16 CASE 1 TOP -4.32 0.03 51. 91 -0.39 -3.63 -0.04 BOTTOM 0.00 0.00 16 CASE 2 TOP -12.08 0.09 34.96 -0.26 -4.58 -0.06 BOT'roM 0.00 0.00 16 CASE 3 TOP -137.78 1.04 0.80 -0.01 0.31 0.00 BOTTOM 0.00 0.00 ... , 16 CASE 4 TOP 2.42 -0.02 -141.17 1.07 0.59 0.10 ':_-f. BOTTOM-0.00 0.00 17 CASE 1 TOE -2.69 0.02 -55.25 0.42 -2.48 -0.04 BOTTOM 0.00 0.00 ... l7 CASE 2 TOP BOTTOM -7.21 0.00 0.05 r • , -37.98 0.00 0.29 -3.72 --~-.. -~-------·-·. . . .. . .. ~.-.. '---·· .. . ··-··-·· .... . . ~-··· ~ • ;. l ~ _ __,,;;: ~: ................ ....._.,_,.. __ ,, ............... _ ....... ··--..J.-.... ~ •• :)/. ·i:-.., .. Teng Li and Associates PAGE 5 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING" DATA 2 ,··,._, COLUMN FORCES AT LEVEL ROOF IN FRAME.· , -, COL OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL · ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 17 CASE 3 TOP -138.-80 1.05 0.62 0.00 0.18 0.00 BOTTOM 0.00 0.00 17 CASE 4 TOP 2.42 -0.02 -110 .16 0.83 -0.86 0.10 BOTTOM 0.00 0.00 18 CASE 1 TOP -4.98 0.04 9.98 -0.08 -0.58 -0.04 BOTTOM 0.00 0.00 18 CASE 2 TOP -14.90 0.11 26.25 -0.20 -1. 60 -0.06 BOTTOM 0.00 0.00 18 CASE 3 '.!;'OP -105.81 0.80 0.56 0.00 -1.14 0.00 BOTTOM 0.00 0.00 18 CASE 4 TOP -0.11 0.00 -103.79 0.79 0.69 0.10 BOTTOM 0.00 0.00 19 CASE 1 TOP -12.51 0.09 -6.74 0.05 -1. 26 -0.04 BOTTOM' 0.00 0.00 19 CASE 2 TOP .,..26 .24 0.20 -20.63 0.16 -3.04 -0.06 BOTTOM 0.00 0.00 19 CASE 3 TOP -105.78 0.80 0.74 -0.01 -1.13 0.00 BOTTOM 0.00 0.00 19 CASE 4 TOP 0.52 0.00 -137.92 1.04 -0.37 0.10 BOTTOM 0.00 0.00 20 CASE 1 TOP -5.24 0.04 6.70 -0.05 -0.56 -0.04 BOTTOM 0.00 0.00 20 CASE 2 TOP -14.00 0.11 16.65 -0.13 -1.55 -0.06 BOTTOM 0.00 0.00 20 C:ASE 3 TOP -104.21 0.79 0.76 -0.01 -1.08 0.00 BOTTOM 0.00 0.00 20 CASE 4 TOP 1.05 -0.01 -141.60 1.07 0.55 0.10 BOTTOM 0.00 0.00 21 CASE 1 TOP -5.27 0 .. 04 -5.73 0.04 -0. 49 -0.04 BOTTOM 0.00 0.00 _? 21 CASE 2 TOP -14.04 0.11 -17.41 0.13 -1.38 -0.06 BOTTOM 0.00 o.oo 21 CASE 3 TOP -103.88 0.79 0.60 0.00 -1.06 0.00 BOTTOM 0.00 0.00 21 CASE 4 TOP 1. 79 -0.01 -110.51 0.84 -0.84 0.10 BOTTOM . 0.00 0.00 -~ --..... ,-~---· -·~ . , .. ~ ..... ···'-'-.. •. ,, •a Teng.Li and Associates PAGE 6 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME. r -~ · BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL. · ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 1 CASE 1 END-I -6.49 -0.26 0.00 0.00 0.00 0.00 1/4-PT 7.31 -0.12 0.00 1/2-PT 10.26 0.03 0.00 3/4-PT 2.36 0.18 0.00 END-J -16.39 0.33 0.00 l CASE 2 END-I -17.82 -0.73 0.00 0.00 0.00 0.00 1/4-PT 20.43 -0.32 0.00 1/2-PT 28.55 0.10 0.00 3/4-PT 6.53 0.51 0.00 END-J -45.63 0.92 0.00 1 CASE 3 END-I -0.66 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.39 0.00 0.00 1/2-PT -0.11 0.00 0.00 3/4-PT 0.17 0.00 0.00 END-J 0.44 0.00 0.00 1 CASE 4 END-I 105.06 0.62 0.00 0.00 0.00 0.00 1/4-PT 60.11 0.62 0.00 1/2-PT 15.16 0.62 0.00 3/4-PT -29.79 0.62 0.00 END-J -74.74 ·o. 62 0.00 2 CASE 1 END-I -14.64 -0.30 0.00 0.00 0.00 0.01 1/4-PT -0.19 -0.17 0.00 1/2-PT 6.44 -0.04 0.00 3/4-PT 5,26 0.08 0.00 END-J -3.74 0.21 0.00 2 CASE 2 END-I -40.41 -0.82 0.00 0.00 0.00 0.01 1/4-PT -0.41 -0.47 0.00 1/2-PT 17. 87 -0.12 0.00 3/4-PT 14.44 0.23 0.00 END-J -10.70 0.58 0.00 2 CASE 3 END-I -0.59 -0.01 0.00 0.00 0.00 0.01 1/4-PT -0.25 -0.01 0.00 1/2-PT 0.09 -0.01 0.00 )' 3/4-PT 0.43 -0.01. 0.00 . END-J 0.77 -0.01 0.00 2 CASE 4 END-I 81. 78 0.79 0.00 0.00 0.00 0.00 1/4-PT 33.28 0.79 0.00 1/2-PT -15.22 0.79 0.00 3/4-PT -63. 72 0.79 0.00 END-J -112.21 0.79 0.00 3 CASE 1 END-I -13.75 -0.61 0.00 0.00 0.00 0.01 _, 1/4-PT-17.16 -0.24 0.00 1/2-PT 21.28 0.13 0.00 3/4-PT -1.39 0.50 0.00 END-J -50.86 0.86 0.00 3 CASE 2 END-r 1./ 4-:-PT 1/2-PT' 3/4-PT __ END-J -37_. 52 48.01 59 .. ll · -4. 21 _:...141..96 -1.69 -0.66 0.36 1.38 2.4"0 0.00 0.00 0.00 0.00 ·o.oo 0.00 0.00 0.00 ~~ -,; Teng Li and Associates PAGE 7 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME , -, BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL. -ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 3 CASE·3 END-]; 0.47 0.02 0.00 0.00 0.00 0.00 1/4-PT -0.63 0.02 0.00 1/2-PT -1. 72 0.02 0.00 3/4-PT -2.81 0.02 0.00 END-J -3.90 0.02 0.00 3 CASE 4 END-I . 106.47 0.64 0.00 0.00 0.00 0.00 1/4-PT 60.03 0.64 0.00 1/2-PT 13.59 0. 64 0.00 3/4-PT -32.84 0.64 0.00 END-J -79.28 0.64 0.00 4 CASE 1 END-I -22.73 -0.81 0.00 0.00 0.00 -0.01 1/4-PT 20.96 -0.39 0.00 1/2-PT 34.01 0.03 0.00 3/4-PT 16.44 0.45 0.00 END-j -.JL-11.. 0.87 0.00 4 CASE 2 END-I -61. 80 -2.24 0.00 0.00 0.00 0.00 1/4-PT 58.85 -1.07 0.00 1/2-PT 94.41 0.10 0.00 3/4-PT 44.89 1.27 0.00 END-J ~9.72 2.44 0.00 4 CASE 3 END-I --o :63 0.00 0.00 0.00 0.00 0.00 1/4-P'l' -0.36 0.00 0.00 1/2-PT -0.09 0.00 0.00 3/4-PT 0.18 0.00 0.00 END-J 0.44 0.00 0.00 4 CASE 4 END-I 10,6. 79 0. 64 0.00 0.00 0.00 0.00 1/4-PT 60.31 0.64 0.00 1/2-PT 13.83 0.64 0.00 3/4-PT -32.64 0.64 0.00 END-J ,.-79.12 0.64 0.00 5 CASE 1 END-I -16.21 -0.06 0.00 0.00 0.00 0.01 1/4-PT -11.09 -0.06 0.00 .( 1/2-PT -5.97 -0.06 0.00 3/4-PT -0.84 -0.06 0.00 END-J 4.28 -0.06 0.00 5 CASE 2 END-I -45.40 -0.18 0.00 0.00 0.00 0.00 1/4-PT -31.11 -0.18 0.00 1/2-PT -1.6. 83 -0.18 0.00 3/4-PT -2.54 -0.18 0.00 END-J 11. 75 -0.18 0.00 5 CASE 3 END-I -0.51 0.00 0.00 0.00 0.00 0.00 1/4-PT--0.21 0.00 0.00 1/2-PT 0.08 o.oo 0.00 3/4-PT 0.37 0.00 0.00 END-J 0.67 0.00 0.00 .. ___ ... . -~-..... -~..-... -..... ...... -....._ ..... ,.~...._._.._ _ _, ___ _,_,~~----.....---------~..,_...,,_J_ ........ -. .. x-..u:1...i~ ......... _ .... __ ,..,.,.,.....,. • ~~ ~: ~·.-' ~ ~ " - . e ;,!'. Teng Li and Associates PAGE 8 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME , -' BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL · ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 5 CASE 4 END-I 75.24 0.56 0.00 0.00 0.00 0.00 1/4-PT 30. 72 0.56 0.00 1/2-PT -13.81 0.56 0.00 3/4-PT -58.33 0.56 0.00 END-J -102.86 0.56 0.00 6 CASE 1 END-I .,..22.07 -0. 79 0.00 0.00 0.00 0.00 1/4-PT 20.31 -0.38 0.00 1/2-PT 32. 92 0.03 0.00 3/4-PT 15.75 0.44 0.00 END-J -31.18 0.85 0.00 6 CASE 2 END-I -60 .1~ -2.18 0.00 0.00 0.00 0.00 1/4-PT 57.03 -1.04 0.00 1/2-PT 91.52 0.09 0.00 3/4-PT 43.30 1.23 0.00 END-J -87.61 2.37 0.00 6 CASE 3 END-I -0.44 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.39 0.00 0.00 1/2-PT -0.34 0.00 0.00 3/4-PT -0.28 0.00 0.00 END-J -0.23 0.00 0.00 6 CASE 4 END-:t 107.74 0.65 0.00 0.00 0.00 0.00 1/4-PT 60.42 0.65 0.00 1/2-PT 13.10 0.65 0.00 3/4-PT -34.21 o. 65 0.00 END-J -81. 53 0.65 0.00 7 CASE 1 END-I -0.03 -0.28 0.00 0.00 0.00 0.00 1/4-PT 12.55 -0.12 0.00 1/2-PT 15.21 0.04 0.00 3/4-PT 7.96 0~20 0.00 END-J -9.20 0.35 0.00 7 CASE 2 END-I -0.13 -0.78 0.00 0.00 0.00 -0.01 1/4-PT 34.59 -0.34 0.00 r 1/2-PT 41. 78 0.11 0.00 3/4-PT 21. 44 0.55 0.00 END-J -26.44 0.99 0.00 7 CASE 3 END-I 0.01 0.01 0.00 0.00 0.00 0.01 1/4-PT -0.44 0.01 0.00 1/2-PT -0.89 0.01 0.00 3/4-PT -1.34 0.01 0.00 END-J -1. 79 0.01 0.00 7 CASE 4 END-I . 0.5'5 0.38 0.00 . 0. 00 0.00 0.00 1/ 4-PT---23.05 0.38 0.00 1/2-PT -46.65 0.38 0.00 3/4-PT -70.25 0.38 0.00 END-J -93.85 0.38 0.00 ...... ----· _..._.._._ .... ____ -• .-.,--.. ~-.,,,_=,,_,.,,.,_,.,., ...... ~ .. ----... ..... ~- -- ., ~~ Teng Li and Associates PAGE ' 9 PROGRAM:.ETABS/FILE: \ETABSP\work\rnodetek\modetek. FRM , HEADING DATA 1 HEADING DATA 2 )3EAM FORCES AT LEVEL ROOF IN FRAME '". / - BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -ID ID POINT MOMENT SHEAR MOMENT' SHEAR FORCE MOMENT 8 CASE 1 END-I -22.48 -0.75 0.00 0.00 0.00 0.00 1/4-PT 18. 65 -0.38 0.00 1/2-PT 32.86 -0.01 0.00 3/4-PT 20.14 0.36 0.00 END-J -19.50 0.73 0.00 8 CASE 2 END-I -56.14 -2.00 0.00 0.00 0.00 0.00 1/4-PT 51.77 -0.97 0.00 1/2-PT 84.88 0.06 0.00 3/4-PT 43.20 1.09 0.00 END-J -73.27 2.12 0.00 8 CASE 3 END-I ~0.61 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.34 0.00 0.00 1/2-PT -0.06 0.00 0.00 3/4-PT 0.21 0.00 0.00 END-J 0.49 0.00 0.00 8 CASE 4 END-I 110 .13. 0.69 -0.00 0.00 0.00 0.00 1/4-PT 60.22 0.69 0.00 1/2-PT 10.31 0.69 0.00 3/4-PT -39.61 0.69 0.00 END-J -89.52 0.69 0.00 9 CASE 1 END-I 1. 67 0.11 0.00 0.00 0.00 0.00 1/4-PT -8.40 0.11 0.00 1/2-PT -18.47 0.11 0.00 3/4-PT -28.54 0.11 0.00 END-J -38.61 0.11 0.00 9 CASE 2 END-I -29.75 -0.05 0.00 0.00 0.00 0.00 1/4-PT -25.11 ~0.05 0.00 1/2-PT -20.48 -0.05 0.00 3/4-PT -15.84 -0.05 0.00 END-J -11.20 -0.05 0.00 9 CASE 3 END-I -0.33 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.17 0.00 0.00 1/2.,.PT -0.01 0.00 0.00 !I 3/4-PT 0.16 0.00 0.00 ): END-J 0.32 0.00 0.00 9 CASE 4 END-T 56.48 0.31 0.00 0.00 0.00 0.00 1/4-PT 28.70 0.31 0.00 1/2-PT 0.91 0.31 0.00 3/4-PT -26.87 0.31 0.00 ,, , END-'-J -54.66 0.31. 0.00 10 CASK 1 END-I -85.89 -2.45 0.00 0.00 0.00 0.00 _, 1/4-PT:... 55.83 -2.16 0.00 1/2-PT 116.46 0.43 0.00 3/4-PT 43.58 1. 43 0.00 END-J -53.39 1. 72 0.00 ---i-:_ ... .-,_ . .,.,,.,\ •. ...-.......... ....... i,..u-.::. .... .i:.1.1.._ .. -_.,,,,, .. , .... ~---.......... ..__ .... ;~ ---··· .... ,.--...... ,,. .. ' . ........ ,.. ......... _... .. ..,_ .. , ____ ,_ ·----..... ·-··-----"--~ • ..__1___._...,......__a.-,...,.,;._,..,._,..,... .• '~1::;,:-::~., ;:·,_" ~ ~ !'~ Teng Li and Associates PAGE 10 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 ,;: BEAM FORCES AT LEVEL ROOF IN FRAME . ·r ,,. -!-· BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL.TORSIONAL -ID ' ID POINT MOMENT SHEAR MOMENT SHEAR FORCK MOMENT 10 CASE 2 END-I -42.39 -1. 66 0.00 0.00 0.00 0.00 1/4-PT 34. 72 -0.85 0.00 1/2-PT 61. 67 -0.03 0.00 3/4-PT 38.45 0.79 0.00 END-J -34.94 1. 60 0.00 10 CASE 3 END-I -0.53 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.23 0.00 0.00 1/2-PT 0.06 0.00 0.00 3/4-PT 0.36 0.00 0.00 END-J 0.66 0.00 0.00 10 CASE 4 END-I 94.63 0.86 0.00 0.00 0.00 0.00 1/4-PT 41. 78 0.86 0.00 1/2-PT -11.06 0.86 0.00 3/4-PT -63.90 0.86 0.00 END-J -116. 75 0.86 0.00 11 CASE 1 END-I -9.58 -0.32 0.00 0.00 0.00 0.00 1/4-PT 7.83 -0.16 0.00 1/2-PT 13.40 0.00 0.00 3/4-PT 7.12 0 .17· 0.00 END-J -10.99 0.33 0.00 11 CASE 2 END-I -25.04 -0.88 0.00 0.00 0.00 0.00 1/4-PT 22.60 -0.43 0.00 1/2-PT 37.35 0.02 0.00 3/4-PT 19.21 0.48 0.00 ~ND-J -31.83 0.93 0.00 11 CASE 3 END-I -0.60 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.33 0.00 0.00 1/2-PT -0.06 0.00 0.00 3/4-PT 0.22 0.00 0.00 END-J 0.49 0.00 0.00 11 CASE 4 END-I 110. 47 0.69 0.00 0.00 0.00 0.00 1/4-PT 60.41 0.69 0.00 1/2-PT 10.34 o. 69 0.00 " 3/4-PT -39.73 0.69 0.00 ~ END-J -89.80 0.69 0.00 12 CASE 1 END-I -4.95 -0.01 0.00 0.00 0.00 0.00 1/4-PT -4.14 -0.01 0.00 1/2-PT -3.34 -0.0L 0.00 ' . ~· r: ... 3/4-PT -2.53 .:..o. 01. 0.00 END-J -1. 72 -,Q.01 0.00 > t- ,_J 12 CASE 2 END-I -13.02 -0.02 0.00 0.00 0.00 0.00 1/ 4-PT·--11.14 -0.02 0.00 1/2-PT -9.25 -0.()2 0.00 3/4-PT -7.37 -0.02 0.00 END-J -5. 49 -0.02 0.00 -,~-------·--""""~ ......... ..y..,. .............. ""1 .. ,~~~-.... ,. ....... '"" ... , -·--~-,-·~---. -·--~--~ . ···------·· -----·-~-·----~--.. ~..,..._u,-..,t....,._,.. ....... _.._._~~ .... .::.. ... ,~-~:;... .... _ ... ~~ ............ i..--...... -'l..-li..~-- ·:_-: ., ;./ ':'!:-Teng Li and Associates PAGE 11 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 .. ,. ' ·' BEAM FORCES AT LEVEL ROOF IN FRAME ,r . BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL · ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT' 12 CASE 3 END-I -0.30 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.15 0.00 0.00 1/2-PT 0.00 0.00 0.00 3/4-PT 0.14 0.00 0.00 END-J 0.29 0.00 0.00 12 CASE 4 END-I 56.66 0.31 0.00 0.00 0.00 0.00 1/4-PT 28.79 0.31 0.00 1/2-PT 0.91 0.31 0.00 3/4-PT -26.96 0.31 0.00 END-J -54.83 0.31 0.00 13 CASE 1 END-I -7.81 -0.29 0.00 0.00 0.00 0.00 1/4-PT 5.55 -0.15 0.00 1/2-PT 10.45 -0.01 0.00 3/4-PT 6.88 0.13 0.00 END-J -5.15 0 .26 0.00 13 CASE 2 END-I -20.38 -0.78 0.00 0.00 0.00 0.00 1/4-PT 15.99 -0.40 0.00 1/2-PT 28.85 -0.02 0.00 3/4-PT 18.21 0.36 0.00 END-J -15.94 0.75 0.00 13 GASE 3 END-I -0.51 0.00 0.00 0.00. 0.00 0.00 1/4-PT -0.23 0.00 0.00 1/2-PT 0.06 0.00 0.00 3/4-PT 0.35 0.00 0.00 END-J 0.63 0.00 0.00 i3 CASE 4 END-I 94.94 0.86 0.00 0.00 0.00 0.00 1/4-PT 41.93 0.86 0.00 1/2-PT -11.09 0.86 0.00 3/4-PT -64.10 0.86 0.00 END-J -117.11 0.86 0.00 14 CASE 1 END-I -2.30 -0.19 0.00 0.00 0.00 0.00 1/4-PT 5.26 -0.19 0.00 t 1/2-PT 12.83 0.42 0.00 3/4=PT -3.52 0.42 0.00 END-J -19.86 0.42 0.00 14 CASE 2 END-I -5.22 -0.53 0.00 0.00 0.00 -0.01 1/4-PT 15.28 -0.53 0.00 1/2-PT 35.77 1.18 0.00 3/4-PT. -10.14 1.18 0.00 END-J -56.05 1.18 0.00 14 CASE 3 END-I 113.39 1.28 0.00 0.00 0.00 0.00 _, 1/4-PT-63.49 1.28 0.00 1/2-PT 13.60 1.28 0.00 3/4-PT -36.30 1.28 0.00 END-J -86.20 1.28 0.00 -· -C -Teng Li and Associates PAGE 12 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME ,, - BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL . IO ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 14 CASE 4 END-I 0.12 0.00 0.00 0.00 0.00 0.00 1/4-PT 0.07 0.00 0.00 1/2-PT 0.01 0.00 0.00 3/4-PT -0.04 0.00 0.00 END-J -0.09 0.00 0.00 15 CASE 1 END-I -22.34 -0.44 0.00 0.00 0.00 0.00 1/4-PT 3.22 -0.44 0.00 1/2-PT 28.77 0.46 0.00 3/4-PT 1. 86 0.46 0.00 END-J -25.05 0. 46 0.00 15 CASE 2 END-I -61. 51 -1.21 0.00 0.00 0.00 -0.01 1/4-PT 9.19 -1.21 0.00 1/2-PT 79.88 1.29 0.00 3/4-PT 4.83 1.29 0.00 END-J -70.21 1. 29 0.00 15 CASE 3 END-I 52.13 0.48 0.00 0.00 0.00 0.00 1/4-PT 24.21 0.48 0.00 1/2-PT -3. 71 0.48 0.00 3/4-PT -31. 63 0.48 0.00 END-J -59.55 0.48 0.00 15 CASE 4 END-I 0.05 0.00 0.00 0.00 0.00 0.00 1/4-PT 0.02 0.00 0.00 1/2-PT 0.00 0.00 0.00 3/4-PT -0.03 0.00 0.00 END-J -0.06 0.00 0.00 16 CASE l END-I -23.031 -0.42 0.00 0.00 0.00 0.00 1/4-PT -0.50 -0. 42 0.00 1/2-PT 22.03 -0.42 0.00 3/4-PT 0.17 0.41 0.00 END-J -21. 69 0.41 0.00 16 CASE 2 END-I -63. 24.,,. -1.16 0.00 0.00 0.00 0.00 1/4-PT -1.02 -1.16 0.00 ,, 1/2-PT 61.21 -1.16 0.00 .I 3/4-PT 0.13 1.14 0.00 ENQ-J -60.95 1.14 0.00 16 CASE 3 END-I 70.49 0.65 0.00 0.00 0.00 0.00 1/4-PT 35.4-6' 0.65 0.00 -· 1/2-PT 0.43 o. 65. 0.00 3/4-PT -34.60 0.65 0.00 " ~1 :-, END-J -69.64 0.65 0.00 16 CASE 4 END-I-0.07 0.00 0.00 0.00 0.00 0.00 1/ 4-PT -0.04 0.00 0.00 1/2-PT 0.00 0.00 0.00 3/4-PT -0.03 0.00 0.00 END-J -0.07 0.00 0.00 -------... --. -~ ------·----~--·---~, .... _.....,_,. ............... -.... , .. --<, .. ,,, Teng Li and Associates PAGE ·13 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME r • , 'BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL · ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE. MOMENT 17 CASE 1 END-I -22.0y -0.43 0.00 0.00 0.00 0.00 1/4-PT 1. 54 -0.43 0.00 1/2-PT 25.14 -0.43 0.00 3/4-PT 1. 87 0.42 0.00 END-J -21.39 0.42 0.00 17 CASE 2 END-I -60. 6% -1.19 0.00 0.00 0.00 0.00 1/4-PT 4.60 -1.19 0.00 1/2-PT 69.86 -1.19 0.00 3/4-PT 4.92 1.18 0.00 END-J -60.01 1.18 0.00 17 CASE 3 END-I 61. 36' 0.53 0.00 0.00 0.00 0.00 1/4-PT 32.35 0.53 0.00 1/2-PT 3.34 0.53 0.00 3/4-PT -25.68 0.53 0.00 END-J -54.69 0.,53 0.00 17 CASE 4 END-I 0. 07 . 0.00 0.00 0.00 0.00 ·0.00 1/4-PT · 0.03 0.00 0.00 1/2-PT 0.00 0.00 0.00 3/4-PT -0.03 0.00 0.00 END-J -0.06 0.00 0.00 18 CASE 1 END-I -19.52 -0.42 0.00 0.00 0.00 0.01 1/4-PT -1.45 -0.42 0.00 1/2-PT 16.62 -0.42 0.00 3/4-PT 6.09 0.25 0.00 END-J -4.44 0.25 0.00 18 CASE 2 END-I -53.3~ -1.16 0.00 0.00 0.00 0.02 1/4-PT -3.69 -1.16 0.00 1/2-PT 46.02 -1.16 0.00 3/4-PT 16.27 0.70 0.00 END-J -13.47 0.70 0.00 18 CASE 3 END-I 83.55 1.14 0.00 0.00 0.00 0.00 1/4-PT 34.94 1.14 0.00 1/2-PT -13.67 1.14 0.00 ,, 3/4-PT -62.27 1.14 0.00 .I END-J -110.88 1.14 0.00 18 CASE 4 END-I 0.08 0.00 0.00 0.00 0.00 0.00 1/4-PT 0.03 0.00 0.00 1/2-PT -0.01 0.00 0.00 3/4-PT -0.06 0.00 0.00 END-J -0.11 0.00 0.00 19 CASE 1 END-I -0.11 -0.17 0.00 0.00 0.00 -0.01 _, 1/4-PT-6.42 -0.17 0.00 1/2-PT 12.96 0.97 0.00 3/4-PT -24.80 0.97 0.00 END-J -62.56 0.97 0.00 -··--_._. ··-······-------··----·· ........ -.. _, ___ _._..,._ .. ,__.,,._,,__,_,.._.~~--·· .... .. l">!!, Teng Li and Associates PAGE 14 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME ' -' BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 19 CASE 2 END-I -11. 38 -0.99 0.00 0.00 0.00 -0.01 1/4-PT 27.41 -0.99 0.00 1/2-PT 66.2i 2.16 0.00 3/4-PT -18.03 2.16 0.00 END-J -102.27 2.16 0.00 19 CASE 3 END-I 113 .34 1. 28 0.00 0.00 0.00 0.00 1/4-PT 63.47 1.28 0.00 1/2-PT 13.61 1.28 0.00 3/4-PT -36.26 1.28 0.00 END-J -86.13 1.28 0.00 19 CASE 4 END-I -0.60 -0.01 0.00 0.00 0.00 0.00 1/4-PT -0.33 -0.01 0.00 1/2-PT -0.06 -0.01 0.00 3/4-PT 0.21 -0.01 0.00 END-J 0.48 -0.01 0.00 20 CASE 1 END-I -80.70 -1. 73 0.00 0.00 0.00 0.01 1/4-PT 20.04 -1. 73 0.00 1/2-PT 101.18 -0.92 0.00 3/4-PT 29.34 1.72 0.00 END-J --99. 05 2.69 0.00 20 CASE 2 END-I -114. 23 -2.25 0.00 0.00 0.00 0.03 1/4-PT 16.94 -2.25 0.00 1/2-PT 148.12 2.38 0.00 3/4-PT _ 9.25 2.38 0.00 END-J -129.61 2.38 0.00 20 CASE 3 END-I 52.14 0.48 0.00 0.00 0.00 0.00 1/4-PT 24.22 0.48 0.00 1/2-PT -3.71 0.48 0.00 3/4-PT -31.64 0.48 0.00 END-J -59.56 0.48 0.00 20 CASE 4 END-I -0.23 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.10 0.00 0.00 1/2-PT 0.03 0.00 0.00 j' 3/4-PT 0.15 0.00 0.00 END-J 0.28 0.00 0.00 21 CASE 1 END-I -80.45. -1.84 0.00 0.00 0.00 0.00 1/4-PT -5.94 -0. 95-· 0.00 1/2-PT 33.54 0.83 0.00 3/4-PT -10.98 0.83 0.00 END-J -55.50 0.83 o.oo 21 CASE 2 END-I -118.26 -2.16 0.00 0.00 0.00 0.00 1/4-PT--2.45 -2.16 0.00 1/2-PT 113. 36 -2.16 0.00 3/4-PT 0,71 2.11 0.00 END-J -111. 95 2.11 0.00 ~~ Teng Li and Associates PAGE 15 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME ' ,, " BAY OUTPUT OlJTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 21 CASE 3 END-I 70.46 0.65 0.00 0.00 0.00 0.00 1/4-PT 35.44 0.65 0.00 1/2-PT 0.43 0.65 0.00 3/4-PT -34.59 0.65 0.00 END-J -69.60 0.65 0.00 21 CASE 4 END-I -0.36 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.19 0.00 0.00 1/2-PT -0.01 0.00 0.00 3/4-PT 0.17 0.00 0.00 END-J 0.35 0.00 0.00 22 CASE 1 END-I -67.73 -1.50 0.00 0.00 0.00 0.00 1/4-PT 14. 99 -1.50 0.00 1/2-PT 85. 65 -0.87 0.00 3/4-PT 21.46 1. 63 0.00 END-J -92.63 2.41 0.00 22 CASE 2 END-I -113.09 -2.20 0.00 0.00 0.00 0.00 1/4-PT -8 .16 -2.20 0.00 1/2-PT 129.40 -2.20 0.00 3/4-PT 9.43 2.18 0.00 END-J -110.55 2.18 0.00 22 CASE 3 END-I 61.35 0.53 0.00 0.00 0.00 0.00 1/4-PT 32.34 0.53 0.00 1/2-PT 3.34 0.53 0.00 3/4-P'i' -25.67 0.53 0.00 END-J -54.68 0.53 0.00 22 CASE 4 END-I -0.32 0.00 0.00 0.00 0.00 0.00 1/4-PT -0.17 0.00 0.00 1/2-PT -0.01 0.00 0.00 3/4-PT 0.14 0.00 0.00 END-J 0.30 0.00 0.00 23 CASE 1 END-I -81. :)..9 -2.15 0.00 0.00 0.00 -0.01 1/4-PT -4.50 -1. 44 0.00 ; 1/2-PT 41. 73 -0.73 0.00 _l 3/4-PT 15.46 0.62 0.00 END-J -11.17 0.62 0.00 23 CASE 2 END-I -100.02 -2.17 0.00 0.00 0.00 -0.01 1/4-PT -7.30 -2.17 0.00 1/2-PT 85.42 -2.17 0.00 3/4-PT 30.94 1.27 0.00 END-J -23.54 1.27 0.00 23 CASE 3 END-I ·-' 83.52 1.14 0.00 0.00 0.00 0.00 1/4-PT-34.93 1.14 0.00 1/2-PT -13.66 1.14 0.00 3/4-PT -62.26 1.14 0.00 END-J -110.85 1.14 0.00 ···--"-------·~· -~--- ~;;. ~· .. Teng Li and Associates PAGE 16 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL .ROOF IN FRAME , -, BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -_ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 23 CASE 4 END-I -0.40 -0.01 0.00 0.00 0.00 0.00 1/4-PT -0.16 -0.01 0.00 1/2-PT 0.07 -0.01 0.00 3/4-PT 0.31 -0.01 0.00 END-J 0.54 -0.01 0.00 24 CASE 1 END-I -14.98 -0.36 0.00 0.00 0.00 0.02 1/4-PT -0.52 -0.36 0.00 1/2-PT 12.90 0.16 0.00 3/4-PT 6. 46 0.16 0.00 END-J 0.01 0.16 0.00 24 CASE 2 END-I -41.19 -1.00 0.00 0.00 0.00 0.05 1/4-PT -L12 -1.00 0.00 1/2-i?T 36.06 0.45 0.00 3/4-PT 18.05 0.45 0.00 END-J 0.04 0.45 0.00 24 CASE 3 END-I 94.59 0.59 0.00 0.00 0.00 0.01 1/4-PT 70.91 0.59 0.00 1/2-PT 47.23 0.59 0.00 3/4-PT 23.55 0.59 0.00 END-J -0.13 0.59 0.00 24 CASE 4 END-I 10.51 0.07 0.00 0.00 0.00 0.03 1/4-PT 7.88 0.07 0.00 1/2-PT 5.24 0.07 0.00 3/4-PT 2.60 0.07 0.00 END-J -0.04 0.07 0.00 25 CASE 1 END-I -1. 41 -0.08 0.00 0.00 0.00 -0.02 1/4-PT 2.99 -0.08 0.00 1/2-PT 7.39 0.14 0.00 3/4-PT -0.49 0.14 0.00 END-J -8.38 0.14 0.00 25 CASE 2 END-I -3.68 -0.21. 0.00 0.00 0.00 -0.04 1/4-PT 8.44 -0.21 0.00 f 1/2-PT 20.57 0.38 0.00 3/4-PT -1.4-2 0.38 0.00 ENb-J -23.42 0.38 0.00 25 CASE 3 END-I 103.91 0.82 0.00 0.00 0.00 -0.01 1/4-PT 56.09 0.82. 0.00 ·- 1/2-PT 8.27 0.82. 0.00 3/4-PT -39.55 0.82. 0.00 END-J -87.37 0.82 0.00 25 CASE 4 END-I -2.29 ·-0.03 0.00 0.00 0.00 0.00 1/ 4-PT · -0.26 -0.03 0.00 1/2-PT 1. 77 -0.03 0.00 3/4-PT 3.80 -0.03 0.00 END-J 5.83 -0.03 0.00 ,,.,.~-. :;...,................:!..:.,....,,_~.,;.,.,.,.·+~ ... J,.,,..,,.·~h~ .... __.._. -._,. ..... u ....... --.. ......... ····-.u ... • " ----·-·--···> ~--r•, .• :,.:-., '• :: 1 ·-~ "' .:/ ·:·- --. ..., Teng Li and Associates PAGE. lT PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 " . i :,: ;:... 1 BEAM FORCES AT LEVEL ROOF IN FRAME , -; BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 26 CASE 1 END-I -7 .11 -0.13 0.00 0.00 0.00 0.00 1/4-PT 0.05 -0.13 0.00 1/2-PT 6.82 0.06 0.00 3/4-PT 3.39 0.06 0.00 END-J -0.04 0.06 0.00 26 CASE 2 END-I -19.54 -0.36 0.00 0.00 0.00 0.00 1/4-PT 0.29 -0.36 0.00 1/2-PT 19.04 0.18 0.00 3/4-PT 9.47 0.18 0.00 END-J -0.11 0.18 0.00 26 CASE 3 END-I 39.93 0.18 0.00 0.00 0.00 0.00 1/4-PT 29.90 0.18 0.00 1/2-PT 19. 86 0.18 0.00 3/4-PT 9.83 0.18 0.00 END-J -0 .2.0 0.18 0.00 26 CASE 4 END-I 8.56 0.04 0.00 0.00 0.00 0.02 1/4-PT 6.41 0.04 0.00 1/2-PT 4.26 0.04 0.00 3/4-PT 2.12 0.04 0.00 END-J -0.03 0.04 0.00 27 CASE 1 END-I ,...21. 09 -0.42 0.00 0.00 0.00 0.03 1/4-PT -2.95 -0.42 0.00 1/2-PT 15.19 -0.42 0.00 3/4-PT 5.20 0.23 0.00 END-J -4.78 0.23 0.00 27 ·CASE 2 END-I -59.81 -1.19 0.00 0.00 0.00 0.01 1/4-PT -8.97 -1.19 0.00 1/2-PT 41. 86 -1.19 0.00 3/4-PT 14.57 0.64 0.00 END-J -12. 71 0.64 0.00 27 CASE 3 END-I 75.40 1.08 0.00 0.00 0.00 0.00 1/4-PT 29.21 1.08 0.00 1/2-PT -16.99 1.08 0.00 ? 3/4-PT -63.18 1.08 0.00 END-J -109.37 1.08 0.00 27 CASE 4 END-I 0.26 -0.01 0.00 0.00 0.00 0.00 1/4-PT o·. 48 -0.01 0.00 1/2-PT 0.69 -0.01 0.00 3/4-PT 0.91 -0.01 0.00 END-J 1.12 -0.01 o.oo· _; 28 CASE 1 END-I -4.66 -0.25 0.00 0.00 0.00 0. 02 1/4-PT-7.61 -0.25 0.00 1/2-PT 19.87 0.39 0.00 3/4-PT 0. 72 0.39 0.00 END-J -18.43 0.39 0.00 --------·-·~------·---~-····-·~--·---·.-...··-··---· -.... •• ..u-____ ,., ___ J"-:_._..,_ • a "~ a .. Teng Li and Associates PAGE 18 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME ; BAY OQTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL · ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 28 CASE 2 END-I -12.70 -0.69 0.00 0.00 0.00 0.01 1/4-j?T 21.14 -0.69 0.00 1/2-PT 54.98 1.10 0.00 3/4-PT 1.54 1.10 0.00 END-J -51. 90 1.10 0.00 28 CASE 3 END-I 104.94 0.90 0.00 0.00 0.00 0.00 1/4-PT 61.24 0.90 0.00 1/2-PT 17.54 0.90 0.00 3/4-PT -26.15 0.90 0.00 END-J -69.85 0.90 0.00 28 CASE 4 END-I -1.86 -0.02 0.00 0.00 0.00 0.01 1/4-PT -1.08 -0.02 0.00 1/2-PT -0.29 -0.02 0.00 3/4-PT 0.49 -0.02 0.00 END-J 1.28 -0.02 0.00 29 CASE 1 END-I -15. 68 -0.35 0.00 0.00 0.00 -0.03 1/4-PT -0.83 -0.35 0.00 1/2-PT 14.02 -0.35 0.00 3/4-PT 4.58 0.22 0.00 END-J -4.87 0.22 0.00 29 CASE 2 END-I -44.52 -0.97 0.00 0.00 0.00 -0.01 1/4-PT -2.87 -0.97 0.00 1/2-PT 38.78 -0.97 0.00 3/4-PT 12.94 0.60 0.00 END-J -12.90 0.60 0.00 29 CASE 3 END-I 73. 71 1.07 0.00 0.00 0.00 0.00 1/4-PT 28.02 1.07 0.00 1/2-PT -17.67 1.07 0.00 3/4-PT -63.36 1.07 0.00 END-J -109.05 1.07 0.00 29 CASE 4 END-I -1.2'3 -0.02 0.00 0.00 0.00 0.00 1/4-PT -0.45 -0.02 0.00 1/2-PT 0.32 -0.02 0.00 'r 3/4-PT 1.10 -0.02 0.00 .\ END-J 1. 88 -0.02 0.00 30 CASE 1 END-I -57.79 -1.01 0.00 0.00 0.00 0.00 1/4-PT -4.66 -0.69 0.00 1/2-PT 28.55 -0.37 0.00 •\ 3/4-PT 41. 81 -0.05 0.00 END-J 35.15 0.27 0.00 30 CASE 2 END-I -160.60 -2.79 0.00 0.00 0.00 0.01 1/4-PT--13.00 -1. 91 0.00 1/2-PT 79.22 -1.03 0.00 3/4-PT 116.07 -0.15 0.00 END-J 97.55 0.74 0.00 . . ... r.'~ Teng Li and Associates PAGE 19 PROGRAM:ETABS/FILE:\ETABS?\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME r • , BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -rD ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 30 CASE 3 END-I -9.17 -0.12 0.00 0.00 0.00 -0.02 1/4-PT -1. 86 -0.12 0.00 1/2-PT 5.44 -0.12 0.00 3/4-PT 12.75 -0.12 0.00 END-J 20.06 -0.12 0.00 30 CASE 4 END-I 73.95 0.55 0.00 0.00 0.00 -0.01 1/4-PT 39.63 0.55 0.00 1/2-PT 5.31 0.55 0.00 3/4-PT -29.01 0.55 0.00 END-J -63.33 0.55 0.00 31 CASE 1 END-I 35.17 0.92 0.00 0.00 0.00 -0.01 1/4-PT 19.65 0.97 0.00 1/2-PT 3.31 1.02 0.00 3/4-PT -1.3. 85 1.06 0.00 END-J -31.83 1.11 0.00 3;!_ CASE 2 END-I 97. 59 2.55 0.00 0.00 0.00 -0.03 1/4-PT 54.44 2.68 0.00 1/2-PT 9.01 2.82 0.00 3/4-PT -38.70 2.96 0.00 END-J -88.69 3.10. o .. oo 31 CASE 3 END-I 20.06 0.48 0.00 0.00 0.00 0.11 1/4-PT 12.22 0.48 0.00 1/2-:-PT 4.37 0.48 0.00 3/4-PT -3.4-8 0.48 0.00 END-J -11.32 0.48 0.00 31 CASE 4 END-I -63.29 0.61 0.00 0.00 0.00 0.03 1/4-PT -73.41 0.61 0.00 1/2-PT -83.52 0.61 0.00 3/4-PT -93.63 0.61 0.00 END-J -103.74 0.61 0.00 ·32 CASE 1 END-I -16.54 -0.07 0.00 0.00 0.00 -0.01 1/4-PT -10.86 -0.07 0.00 iJ 1/2-PT -5.19 -0.07 0.00 l 3/4-PT 0.48 -0.07 0.00 END-J 6.15 -0,07 0.00 32 CASE 2 END-I -45.47 -0.19 0.00 0.00 0.00 0.00 1/4-PT -29.99 -0.19 0.00 1/2-PT -14.51 -0.19 0.00 3/ 4-PT 0.97 -0.19 0.00 END-J 16.45 -0.19· 0.00 32 CASE 3 END-I -1.81 -0.02 0.00 0.00 0.00 -0.01 1/ 4-PT --0.37 -0.02 0.00 1/2-PT i.07 -0.02 0.00 3/4-PT 2.51 -0.02 0.00 END-J 3.95 -0.02 0.00 •• .,,,._._...::,.__:....., _~.... • -~.--.. --~-----• ·--• •¥ --·. ~,_.,,,...... • ·'---~ -~~-~ .. ..: ........ -, ........ _~ - "'~. Teng Li and Associates PAGE 20 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF . IN FRAMK r -r BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL . ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 32 CASE 4 END-I 71.52 0.47 0.00 0.00 0.00 0.00 1/4-PT 33.62 0.47 0.00 1/2-PT -4.27 0.47 0.00 3/4-PT -42.17 0.47 0.00 END-J -80.06 0.47 0.00 33 CASE 1 END-I 6.15 0.12 0.00 o. 00-0.00 0.04 1/4-PT 5.11 0.12 0.00 1/2-PT 4.03 0.12 0.00 3/4-PT 2.91 (l.13 0.00 END-J 1. 73 0.13 0.00 33 CASE 2 END-I 16.45 0.32 0.00 0.00 0.00 0.10 1/4-PT 13.52 0.33 0.00 1/2-PT 10.49 0.34 0.00 3/4-PT 7.32 0.36 0.00 END-J 4.02 0.37 0.00 33 CASE 3 END-I 3.95 0.17 0.00 0.00 0.00 0.19 1/4-PT 2.46 0.17 0.00 1/2-PT 0.96 0.17 0.00 3/4-PT -0.53 0.17 0.00 END-J -2.03 0.17 0.00 33 CASE 4 END-I -80.04 0.51 0.00 0.00 0.00 0.03 1/4-PT -84.65 0.51 0.00 1/2-PT -89.25 0.51 0.00 3/4-PT -93.86 0.51 0.00 END-J -98.46 0.51 0.00 34 CASE 1 END-I -8.58 -0.57 0.00 0.00 0.00 -0.05 1/4-PT ,-5.60 -0.57 0.00 1/2-PT ~2.63 -0.56 0.00 3/4-PT 0.32 -0.56 0.00 END-J 3.27 -0.56 0.00 34 CASE 2 END-I -23.02 -1.57 0.00 0.00 0.00 -0.13 1/4-PT -14. 81 -1.56 0.00 l 1/2-PT -6.62 -1.55 0.00 3/4-PT 1.52 -1.55 0.00 END-J 9.64 -1.55 0.00 34 CASE 3 END-I 101.10 0.77 0.00 0.00 0.00 0.01 1/4-PT 97.04 0.77 0.00 •,'.· 1/2-PT 92.98 0.77 0.00 ' ' •.' ' 3/4-PT 88.93 0.77 0.00 END-J 84.87 0.77 0.00 __ , 34 CASE 4 END-I. 0.75 0.33 0.00 0.00 0.00 0.51 1/4-PT--1.00 0.33 0.00 1/2-PT -2.75 0.33 0.00 3/4-PT -4.49 0.33 0.00 END-J -,6.24 0.33 0.00 .. Teng Li and Associates PAGE ·21 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 BEAM FORCES AT LEVEL ROOF IN FRAME / - BAY OUTPUT OUTPUT MAJOR MAJOR MINOR MINOR AXIAL TORSIONAL -ID ID POINT MOMENT SHEAR MOMENT SHEAR FORCE MOMENT 35 CASE 1 END-I 3.27 -0.22 0.00 0.00 0.00 -0.02 1/4-PT 14.29 -0.22 0.00 1/2-PT 25.31 -0.22 0.00 3/4-PT 0.70 0.52 0.00 END-J -25.39 0.52 0.00 35 CASE 2 END-I 9.63 -0.61 0.00 0.00 0.00 0.00 1/4-PT 39.77 -0.61 0.00 1/2-PT 69.90 -0.61 0. 00 - 3/4-PT 1.09 1. 47 0.00 END-J -71. 87 1. 47 0.00 35 CASE 3 END-I 84.88 0.77 0.00 0.00 0.00 0.00 1/4-PT 46. 78 0.77 0.00 1/2-PT 8.68 0.77 0.00 3/4-PT -29.42 0.77 0.00 END-J -67.52 0.77 0.00 35 CASE 4 END-I -6.24 -0. 04· 0.00 0.00 0.00 -0.04 1/4-PT -4.01 -0.04 0.00 1/2-PT -1. 77 -0.04 0.00 3/4-PT 0.46 -0.04 0.00 END-J 2.70 -0.04 0.00 .FLOOR FORCES AT LEVEL ROOF IN FRAME BAY OUTPUT OUTPUT FORCE FORCE ID ID POINT 11 22 1 CASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 1 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 ', NODE L 0.00 0.00 .l 1 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 1 CASE 4 NODE r 0.00 0.00 NODE J 0.00 0.00 ~ODE K o.oo 0.00 NODE L 0.00 0.00 2 CASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 ,, .l NODE. L 2 CASE 2 NODE I NODE' J. NODE. K NODE L 2 CASE 3 NODE I. NODE' J NODEK NODE L 2 CASE 4 NODE. I NODE J NODE K NODE L 3 CASE 1 NODE I NODE J NODE K NODE L 3 CASE 2 NODE I NODE J NODE K NODE L 0.00 0.00 0.00 o .. oo 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 o;oo 0 .rOO 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 , .. ,. .. -·,· -~· ,,_ ,, ' .. M- ,, ) _J Teng Li and Associates HEADING DATA 1 HEADING DATA 2 -·· , PAGE 22 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM FLOOR FORCES AT LEVEL ROOF IN FRAME BAY OUTPUT OUTPUT · ID ID POINT 3 CASE 3 NODE I NODE J NODE K NODE L 3 CASE 4 NODE I NODE J NODE K NODE L 4 CASE 1 NODE I NODE J NODE K NODE L 4 CASE 2 NODE I NODE J NODE K NODE L 4 CASE 3 NODE ·I NODE J NODE K NODE L 4 CASE 4 NODE I NODE J NODE K NODE L 5 CASE 1 NODE I NODE J NODE K NODE L 5 CASE 2 NODE I NODE J NODE K NODE L 5 CASE 3 NODE I NODE J NODE K NODE L 5 CASE 4 NODE I NODE J NODE K NODE L 6 CASE 1 NODE I--- NODE J NODE K NODE L FORCE 11 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 ·o. oo 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 ' -, FORCE 22 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 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 ~~-~---· ... -. ' . ... . ~ . ..... 6 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L. 0.00 0.00 6 CASE 3 NODE I~, 0,. 00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 o.,oo 6 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 7 CASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 7 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 7 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 7 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 8 CASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0,00 0.00 NODE L 0.00 0.00 8 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 8 CASE 3 NODE I 0.00 O.QO NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 8 CASE: 4 NODE I 0.00 0.00 NODE J 0.00 0.00 }~ NODE K 0.00 0.00 NODE L 0.00 0.00 • '. '. • • -_. ,_ ~ < ..... , ~-~ i':" Teng Li and Associates PAGE 23 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA 1 HEADING DATA 2 FLOOR FORCES AT LEVEL ROOF IN FRAME / . BAY OUTPUT OUTPUT FORCE FORCE. · ID ID POINT 11 22 9 CASE 1 NODE I 0.00 0.00 NODE J 0.00 .o.oo NODE K 0.00 0.00 NODE L 0.00 0.00 9 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 9 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 9 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE .L 0.00 0.00 10 CASE 1 NODE I. o.oo 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 10 CASE. 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 10 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 10 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 _i1 11 CASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 11 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 11 CASE 3 NODE I 0.00 0.00 ..... i NODE J-0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 o.oo 11 CASE 4 NODE I 0.00 0.00 .. -, ., 12 CASE 1 12 CASE 2 12 CASE 3 12 CASE 4 13 CASE 1 13 CASE 2 13 CASE 3 13 CASE 4 14 CASE 1 14 CASE 2 .... ----~· • -~ ~-... ____ ~-------·-,~ .. --., -' • __ ... 4• ~~. ~=-:,......: -... .,,.. ......... ,_._._:...,.,___"-'-'-~ :sff NODE J NODE K NODE L NODE I. NODE J NODE K NODE L NODE r NODE J NODE K NODE L NODE I NODE J NODE K NODE L NODE I NODE J NODE K NODE L NODE I NODE J NODE K NODE L NODE I NODE J NODE K NODE L NODE I NODE J NODE K NODE L NODE I NODE J NODE K NODE L NODE I NODE J NODE K NODE L NODE I NODE J NODE K NODE L_ 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0 .-00 0.00 o.oo 0.00 o.oo 0. 00. 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 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 -0.05 0.00 0.05 0.00 o. 00· 0.00 0.00 0 .. 00 -0.06 ·o .oo 0.06 0.00 0.00 0.00 0.00 0.00 0.01 0.00 -0.01 0.00 0.00 0.00 0.00 -0.01 0.11 0.01 -0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 o.oo 0.00 o.oo 0.00 0.00 0.00 0.00 0.00 0.00 -· ,_- . J/. I• ,if ·,,-' "· -.~' ,, .... -~-~---. ,, - •• Teng Li and Associates PAGE. ·24 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM HEADING DATA J. HEADING DATA 2 FLOOR FORCES AT LEVEL ROOF IN FRAME ., / BAY OUTPUT OUTPUT FORCE FORCE -ID ID POINT 11 22 14 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 14 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 15 CASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 15 CASE 2 NODE I 0.00 .0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 15 CASE 3 NODE I 0.00 0.00 NODE J 0,00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 15 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 16 GASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 16 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0. o.o r 16 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 16 CASE 4 NODE I 0.00 0.00 NODE J . o. o·o 0.00 ... NODE K 0.00 0.00 NODE L 0.00 0.00 _,. 17 CASE 1 NODE I-0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 -.......-....::--:.· ·~.,w_,..;.._,...::;,.........._..._ •• ..,,2 ........... -..... . . ·--------. --·----·--~------~ ·-·--~ .. "' --· ~· ,;,~-~~?..J...:....: .... ;.~ .... .:.. ....... . ~ ·.:· .:, ~ - ; ~~ __ ,. f, ~. -:: . } ' ~~~' ,:, '4~ 17 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 o.oo NODE L 0.00 0.00 17 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K o.oo 0.00 NODE L 0.00 0,00 17 CASE 4 NODE I 0,.00 0.00 NODE J 0.00 o.oo NODE K 0.00 0.00 NODE L 0.00 o.oo 18 CASE. 1 NODE: I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 18 CASE 2 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 18 CASE 3 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 o.oo 18 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K n.oo 0.00 NODE L 0.00 o.oo 19 CASE 1 NODE I 0.00 0.00 NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 19 CASE 2 NODE I 0.00 o.oo NODE J 0.00 0.00 NODE K 0.00 0.00 NODE L 0.00 0.00 19 CASE 3 NODE I 0.00 0.00 NODE J 0.00 o.oo NODE K 0.00 0.00 NODE L 0.00 0.00 19 CASE 4 NODE I 0.00 0.00 NODE J 0.00 0.00 b NODE K 0.00 o.oo i NODE L 0.00 0.00 .. ; '/ Teng Li and Associates HEADING DATA 1 HEADING DATA 2 . ·----·----,--··---~-----···· = ., -~-~-------------··------------ . ~: .. PAGE ·25 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.FRM ' . : :. ' ' -~ FLOOR FORCES AT LEVEL ROOF IN FRAME BAY OUTPUT OUTPUT . I'D ID POINT 20 CASE 1 NODE r NODE J NODE K NODE L 20 CASE 2 NODE I NODE J NODE K NODE L 20 CASE 3 NODE I NODE J NODE K t-JODE L 20 CASE 4 NODE I NODE J NODE K NODE L 21 CASE 1 NODE I NODE J NODE K NODE L 21 CASE .2 NODE I NODE J NODE K NODE L 21 CASE 3 NODE I NODE J NODE K NODE L 21 CASE 4 NODE I NODE J NODE K NODE L FORCE 11 0.00 0.00 0.00 0.00 o. 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ·o. oo 0.00 o.oo 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 , -, FORCE 22 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 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . ..._--~~-~~·--· .. ·· --··-~----· .. --··---·,.,_ ·-............ --· . ·-.. . , _, E T A B S Extended Three Dimensional Analysis of Building Systems PLUS Version 6.22 . Copyright (C) 1983-1998 COMPUTERS AND STRUCTURES, INC. All rights reserved This copy of ETABS is for the exclusive use of Teng Li and Associates Unauthorized use is in violation of Federal copyright laws It is the responsibility of the user to verify all results produced by this program 17 Oct 2000 14:07:28 Teng Li and Associates PAGE. 1 PROGRAM:ETABS/FILE::\ETABSP\work\modetek\modetek.SUM HEADING DATA l, HEADING DATA 2 LOAD CASE DEFINI.TION DATA r -r LOAD LTYP I II III A 1 0 1.000 0.000 0 .. 000 0.000 2 0 0.000 1.000 0.000 0.000 3 0 0.000 0.000 0.000 1.000 4 0 0.000 0.000 0.000 0.000 FOR DYNAMICS BY THE RESPONSE SPECTRUM METHOD DYNAMIC 1 DYNAMIC 2 SPECTRAL DIRECTION 1 SPECTRAL DIRECTION 2 FOR DYNAMICS BY THE TIME HISTORY METHOD DYNAMIC 1 DYNAMIC 2 TIME HISTORY MODAL ANALYSIS NOT USEO- ··"/~ .. ,,,--. B C Dl D2 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. 000 0.000 0.000 0.000 ··---····----.,;;;_·_ .......... ----·--~ -··-· .... __..._~_ ........... __._ .... ·-..u ""-'· .. ~ ----· .,_. --.. _-_ ... ~-,_ ~-. --,.._ __ .,. .. ·-----· --·~ -..... . , f~- ~"-· ',' ._:, . .' . ' Teng Li and Associates PAGE' 2. PROGRAM:·ETABS/FILE: \ETABSP\work\modetek\modetek. SUM __ ; HEADING DATA 1 HEADING DATA 2 DISPLACEMENT MAXIMA & MINIMA IN FRAME WITH (COLUMN:fF,CASE#)' ~ ~ r LOCAL LOCAL LOCAL X-TRAN y.,..TRAN Z-TRAN MIN -0.00928 -0.00401 -5.22483 13, 4) 18, 1) 25, 2) MAX 0.53813 0.62170 0.07095 18, 3) 32, 4) 22, 4) { ~ -·-~ - ., . ' ... LOCAL LOCAL LOCAL XX-ROTN YY-ROTN ZZ-ROTN' -0.00217 -0.00055 -0.00001 13, 4) 19, 2) 1, 2) 0.00222 0.00158 0.00001 6, 2) 3, 3) 32, 4) ;'' < • : ''1 < ·~ ·., ·.,'· Teng Li and Associates PAGE 3. PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.SUM. HEADING DATA. 1 HEADING. DATA 2 COLUMN FORCE' MAXIMA & MINIMA. IN FRAME WITH. (ELEM#, CASE#-} PROP . ID 1 MAJOR MOMENT · MAJOR SHEAR ; . ,, MINOR MOMENT MINOR SHEAR AXIAL TORSIONAL '_FORCE MOMENT MIN -0.1388E+03-0.3138E+00-0.1486E+03-0.4923E+00-0.9723E+0l-0.5760E-01 ( 17, 3} ( 3, 2} ( 2, 4} ( 9, 2) ( 5, 2) ( 1, 2) MAX 0.4142E+02 0.1052E+0l 0.6498E+02 0.1126E+0l 0.1277E+0l 0.9786E-01 ( 3, 2) ( 17, 3) ( 9, 2) ( 2, 4) ( .2, 3} ( 21, 4} ., ) -·' :-:.-.· _::., Tenq Li and Associates PAGE 4 PROGRAM:.ETABS/FILE: \ETABSP\work\modetek\modetek. SUM HEADING. DATA 1 HEADING DATA 2 BEAM· · F_ORCE MAXIMA & . WITH (ELEM#,CASE#) PROP MAJOR · ID MOMENT. 1 MINIMA IN FRAME· E,. · MAJOR MINOR SHEAR MOMENT MIN -0.1606E+03-0.2793E+0l 0.0000E+00 ( 30, 2) ( 30, 2) ( 1, 1) MAX 0.1481E+03 0.3099E+0l 0.0000E+00 ( 20, 2) ( 31, 2) ( 35, 4) MINOR SHEAR 0.0000E+00 ( 1, 1) 0.0000E+00 ( 35, 4) ;•:-, :;·~.-"~~-~-!' :·~-~ AXIAL TORSIONAL FORCE MOMENT .. · 0.0000E+00-0.1320E+00 ( 1, 1) ( 34, 2) 0.0000E+00 0.5103E+00 ( 35, 4) ( 34, 4) Teng Li and Associates PAGE 5 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.SUM HEADING DATA 1 HEADING DATA 2 FLOOR FORCE. MAXIMA cL t1INIMA IN FRAME' WITH (ELEM#,CASE#). PROP -ID 1 FORCK 11 FORCE 22 MIN -0.7003E-02-0.1103E+00 ( 13, 4 ) ( 13., 4 ) MAX 0.6647E-02 0.1102E+00 ( 13, 4) ( 13, 4) , .... + . : . ,::i. ~ -:·. - ' .. ,.._ .. ---.A ·-4'~.:.L.o~.i..-,,..· ••• __ , _ .... ~ ...... ~..,,..~---..-· ............... _ .. . ·----··-·---'··---··-------.. -··· ·-· ·····--·-..t--.... -.... ·. ··---~ ...... ~_ .. , ..... , __ ,.. ___ -.._.,.._..,. .. -~---;;.,.:··,\\ ' C : . \ .. ,:;t:::t· ~: . .._·1 ,.., -· ,. '_.,.. ,,.· "•• • ~~/ ',_ ·, .•' . ,i-:_, Teng Li and Associates PAGE 6 ,f ~ ~- '• ' PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.SUM ~. ,,, ·. HEADING DATA, 1 ---HEADING DATA 2 FRAME REACTION FORCES AT BASELINE (AT EACH-COLUMN LINE.) .r - VALUES ARE IN THE LOCAL COORDINATE SYSTEM OF THE FRAME FRAME ID .... COL OUTPUT FORCE FORCE FORCE MOMENT MOMENT MOMENT ID ID ALONG-X ALONG..:y ALONG-Z ABOUT-XX ABOUT-YY ABOUT-ZZ 1 CASE 1 0.02 0.05 0.47 i~~: 0.00 0.04 1 CASE 2 0.05 0.14 1.28 0.00 0.06 1 CASE 3 -0.82 0.00 -1.28 O· ~ _oo 0.00 0.00 1 CASE 4 0.00 -0.75 -0.62 \)'' . 00 0.00 -0.10 2 CASE 1 0.01 -0.01 0.81 0.00 0.00 0.04 2 CASE 2 0.11 -0.04 2.79 0.00 0.00 0.06 2 CASE 3 -0.82 0.01 -1.28 0.00 0.00 0.00 2 CASE 4 0.00 -1.13 -0.16 0.00 0.00 -0.10 3 CASE 1 0.11 -0.03 0.58 0.00 0.00 0.04 3 CASE 2 0.31 -0.09 1. 61 0.00 0.00 0.06 3 CASE 3 -0.67 0.01 -0.60 0.00 0.00 0.00 3 CASE 4 -0.07 -0.80 0. 72 0.00 0.00 -0.10 4 CASE 1 0.02 0.11 1.49 0.00 0.00 0.0'4 4 CASE 2 0.04 0.31 4.13 0.00 0.00 0.06 4 CASE 3 -1.01 0.00 0.79 0.00 0.00 0.00 4 CASE 4 0.00 -0.76 -0.64 0.00 0.00 -0.10 5 CASE 1 0.15 0.05 4.61 0.00 0.00 0.04 5 CASE 2 0.09 0.14 9. 72 0.00 0.00 0.06 5 CASE 3 -1.01 0.04 0.93 0.00 0.00 0.00 5 CASE 4 b.01 -1.10 0.09 0.00 0.00 -0.10 6 CASE 1 0.01 -0.25 1.20 0.00 0.00 0.04 6 CASE 2 0.03 -0.70 3.34 0.00 0.00 0.06 6 CASE 3 -0.75 -0.09 -0.35 0.00 0.00 0.00 6 CASE 4 0.02 -0.74 0.65 0.00 0.00 -0.10 ~ 7 CASE 1 -0.01 0.03 0.40 0.00 0.00 0.04 1 2 -0.03 0.09 1.12 0.00 0.00 0.06 7 CASE 7 CASE 3 -0.91 0.00 0.63 0,.0~~ 0.00 0.00 7 CASE 4 -0.02 -0.73 0.49_ : <i)~~ 0.00 -0.10 . ·'. ·:--~ .. 8 CASE 1 -0.15 -0.13 6.34}"(~' 0.00 0.00 0.04 \ ··:. 8 CASE 2 -0.08 -0.37 9.28 0.00 0.00 0.06 8 CASE 3 -0.93 0.01 -0.18 0.00 0.00 0.00 ' 8 CASE 4 0.00 -1.11 0.08 0.00 0.00 -0.10 , :..I 9 CASE 1 -0.02 0.18 1. 72 0.00 0.00 0.04 9 CASE 2 -0.05 0. 49 4. 76' 0.00 0.00 0.06 9 CASE 3 -0.93 0.00 -'0.17 0.00 0.00 0.00 ' .~ -,~ 9 CASE 4 0.00 -0.76 -0.64 0.00 0 •. 00 -0.10 ,, ) . ., . ~ """ Teng Li and Associates PAGE 7 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.SUM HEADING DATA 1 HEADING DATA 2 FRAME REACTION FORCES AT BASELINE (AT EACH COLUMN LINE) ,, VALUES ARE IN THE LOCAL COORDINATE SYSTEM OF THE FRAME FRAME ID .... COL OUTPUT FORCE FORCE FORCE MOMENT MOMENT MOMENT ID ID ALONG-X ALONG-Y ALONG-Z ABOUT-XX ABOUT-YY ABOUT-ZZ 10 CASE 1 0.00 0.18 1. 65 0.00 0.00 0.04 10 CASE 2 0.00 0.48 4.57 0.00 0.00 0.06 10 CASE 3 -0.94 0.00 0.13 0.00 0.00 0.00 10 CASE 4 0.00 -0. 77 -0.65 o:oo 0.00 -0.10 11 CASE 1 0.10 -0.12 4.o/ 0.00 0.00 0.04 11 CASE 2 0.01 -0.35 9. oo_,-0.00 0.00 0.06 11 CAS~ 3 -0.94 0.01 0.14 0.00 0.00 0.00 11 CASE 4 0.00 -1.09 0.18 0.00 0.00 -0.10 12 CASE 1 0.08 0.01 0.70 0.00 0.00 0.04 12 CASE 2 0.20 0.02 1. 94· 0.00 0.00 0.06 12 CASE 3 -0. 72 -0.02 -0.61 0.00 0.00 0.00 12 CASE 4 -0.01 -0.70 0.18 0.00 0.00 -0.10 13 CASE 1 0.04 -0.07 0.62 0.00 0.00 0.04 13 CASE 2 0.1-1 -0.21 1. 71 0.00 0.00 0.06 13 CASE 3 -o·. 75 -0.01 -0.89 0.00 o. oo_ 0.00 13 CASE 4 0.01 -0.66 0.39 0.00 0.00 -0.10 14 CASE 1 -0.01 0.18 1. 62 0.00 0.00 0.04 14 CASE 2 -0.05 0.45 4.40 0.00 0.00 0.06 14 CASE 3 -1.01 0.00 -0.61 0.00 0.00 0.00 14 CASE 4 0.00 -0.78 -0.69 0.00 0.00 -0.10 15 CASE 1 -0.09 -0.17 5.89 0.00 0.00 0.04 15 CASE 2 -0.07 -0.36 8.30 0.00 0.00 0.06 15 CASE 3 -1.01 0.01 -0.61 0.00 0.00 0.00 15 CASE 4 0.01 -1.04 0.38 0.00 0.00 -0.10 !, 16 CASE 1 -0.03 0.39 3.63 0.00 0.00 0.04 ) 16 CASE 2 -0.09 0.26 4.58 0.00 0.00 0.06 16 CASE 3 -1.04 0.01 -0.31 0.00 0.00 0.00 16 CASE 4 0.02 -1.07 -0.59 0.00 0.00 -0.10 17 CASE 1 -0.02 -0.42 2.48 0.00 0.00 0.04 17 CASE 2 -0.05 -0.29 3. 72. 0.00 0.00 0.06 17 CASE 3 -1.05 o.oo -0.18 0.00 0.00 0.00 17 CASE 4 0.02 -0.83 0.86 0.00 0.00 -0.10 _, - 18 CASE 1 -0.04 0,08 0.58 0.00 0.00 0.04 18 CASE 2 -0.11 0.20 1.60 0.00 0.00 0.06 18 CASE 3 -0.80 0.00 1.14 0.00 0.00 0.00 18 CASK 4 0.00 -0.79 -0.69 0.00 0.00 -0.10 •• I _;, Teng Li and Associates HEADING DATA 1 HEADING DATA 2 PAGE . 8 PROGRAM:ETABS/FILE:\ETABSP\work\modetek\modetek.SUM FRAME REACTION FORCES AT BASELINE (AT EACH COLUMN LINE) , , , VALUES ARE IN THE LOCAL COORDINATE SYSTEM OF THE FRAME FRAME ID COL OUTPUT FORCE FORCE FORCE MOMENT MOMENT MOMENT ID ID ALONG-X ALONG-Y ALONG-Z ABOUT-XX ABOUT-YY ABOUT-ZZ 19 CASE 1 -0.09 -0.05 1.26 0.00 0.00 0.04 19 CASE 2 -0.20 -0.16 3.04 0.00 0.00 0.06 19 CASE 3 -0.80 0.01 1-.13· 0.00 0.00 0.00 19 CASE 4 0.00 -1.04 0.37 o:oo 0.00 -0.10 20 CASE 1 -0.04 0.05 0.56 0.00 0.00 0.04 20 CASE 2 -0.11 0.13 1.55-0.00 0.00 0.06 20 CASE 3 -0.79 0.01 1.08. 0.00 0.00 o.oo 20 CASE 4 0.01 -1.07 -0.55 0.00 0.00 -0.10 21 CASE l -0.04 -0.04 0.49 o.oo 0.00 0.04 21 CASE 2 -0.11 -0.13 1.38 0.00 0.00 0.06 21 CASE 3 -0.79 0.00 1.06 0.00 0.00 0.00 21 CASE 4 0.61 -0.84 0.84 0.00 0.00 -0.10 .. -.... ·,t~ _!',:' Teng Li and Associates HEADING DATA 1 HEADING DATA 2. PAGE. · :. 9 PROGRAM:.ETABS/FILE.:\ETABSP\work\modetek\modetek.SUM SUMMATION OF FRAME REACTION FORCES AT BASELINE VALUES ARE IN THE LOCAL COORDINATE' SYSTEM OF THE FRAME FRAME ID .... OUTPUT FORCE FORCE FORCE ID ALONG-X ALONG-Y ALONG-Z CASE 1 0.00 0.00 41.11 CASE 2 -0.01 0.00 83.83 CASE 3 -18.51 0.00 0.00 CASE 4 0.00 -18.55 0.00 -• _-, 1 ~ ,. ~ • , i' _, /' . E T A B S / S T E E L E R Steel Frame Stress Check Processor for ETABS Version 6.22 Copyright (C) 1984-1998 COMPUTERS AND STRUCTURES, INC. All rights reserved This copy of STEELER is for the exclusive use of Teng Li and Assqciates Unauthorized use is in violation of Federal copyright laws It is ·the responsibility of the user to verify all results produced by this program 17 Oct 2000 14:07:58 .. -> + ... , / ~ ·~ - ' ". :~ ~· ~-g . i' ...... , Teng Li and Associates PAGE ,. 2 ETABS_FILE:modetek.PST/STEELER_FILE:Mode-stl:STL FILE : MODETEK CLEANROOM STRUCTURE , .. · ORDINARY MOMENT RESISTING STEEL FRAME UNITS : KIP-INCH-SECOND CODE CHECK IDENTIFIER--------------------------- · tdf41 . ·. 1 (UBC ~STEEL) r -~ NUMBER OF FRAMES TO BE CHECKED------------------1 NUMBER OF STRESS CHECK LOAD COMBINATIONS--------9 ETABS LIVE LOAD CONDITION NUMBER--~-~-----------2 NUMBER OF REPLACED MATERIAL PROPERTIES----------0 NUMBER OF REPLACED COLUMN PROPERTIES~-----------0 NUMBER OF REPLACED BEAM PROPERTIES---~----------0 NUMBER OF REPLACED BRACE PROPERTIES-------------0 TYPE OF UNITS (ENGLISH, MKS OR SI)--------------E EXECUTION MODE----------------------------------0 INTERACTION STRESS RATIO CUTOFF-----------------0.0000 SHEAR STRESS RATIO CUTOFF-----------------------0.0000 COLUMN INTERACTION DETAIL FLAG------------------1 BEAM INTERACTION DETAIL FLAG--------------------1 BRACE INTERACTION DETAIL FLAG--~----------------1 COLUMN SHEAR STRESS CHECK FLAG-------------~----1 BEAM SHEAR STRESS CHECK FLAG--------------------1 BRACE SHEAR STRESS CHECK FLAG-------------------1 MAP OF COLUMN INTERACTION STRESS RATIOS FLAG----1 MAP OF BEAM INTERACTION STRESS RATIOS FLAG------1 MAP OF COLUMN CONTINUITY PLATES FLAG------------1 MAP OF COLUMN DOUBLER PLATES FLAG---------------1 '-;. . " .l _.I Teng Li and Associates PAGE · ·3 ETABS FILE:modetek. PST/STEELER FILK:Mode:...stL STL FILE : MODETEK CLEANROOM S.TRUCTURK ~ -. ·· · · '", ·_. ·< (,{_, .... · ORDINARY MOMENT RESISTING STEEL. FRAME' UNITS : KIP-INCH-SECOND , · ... ·_,..>!\:~:_··: :...,:_-;_· ·-· --- ~} ~-:··,.:{~~-, · ·-:·:~~-~.,4.;;ti{·:,~::;.·~f · .f-oAD. : Jc~fi;~~ ' ~ . " ; ' ·~~:~~11~:j_!{_~~¼: ,._ DESIGN LOADING COMBINATION DATA LOAD TYPE I II III C " 1 0 1.000 1.000 0.000 '0.000 0.000 0.000 0.000 0.000 2 0 1.000 1. 000 0. 000 · 0.710 0.000 0.000 0.000 0.000 3 0 1.000 1.000 0,000 0.000 0.710 0.000 0.000 0.000 4 0 1.000 0.700 0.000 2.800 0.000 0.000 0.000 0.000 5 0 1.050 0.700 0.000 0.000 2.800 0.000 0.000 0.000 6 0 0.850 0.000 0.000 2.800 0.000 0.000 0.000 0.000 7 0 0.850 0.000 0.000 -2.800 0.000 0.000 0.000 0.000 8 0 0.850 0.000 0.000 0.000 2.800 0.000 0.000 0.000 9 0 0.850 0.000 0.000 0.000 -2. soo· 0.000 0.000 0.000 ------------- -·: ,, ,I ·--~ Teng Li and Associates PAGE ETABS_FILE:modetek.PST/STEELER_FILE:Mode-stl.STL FILE: MODE.TEK CLEANROOM STRUCTURE ORDINARY MOMENT RESISTING STEEL FRAME UNITS : KIP-INCH-SECOND .. MATERIAL. -PROEERTIES , ' , ID TYPE ELASTIC POISSONS UNIT UNIT COEFF OF MODULUS RATIO WEIGHT MASS EXPANSION {Ksi} {K/cuin} 1 s 0.2900E+05 0.3000 0.2830E-03 0.2487E-05 0.6500E-05 MATERIAL PROPERTIES FOR DESIGN YIELD STRENGTH YIELD STRENGTH ALLOWABLES ID TYPE FY FC(FM). FYS FCS(FMS) FBMAJ FBMIN {Ksi} {Ksi} {Ksi} {Ksi} {Ksi} {Ksi} 1 s 0.360E+02 0.000E+00 0.000E+00 .~'. :-;---,;-------------..------~-------~------.. .. ---.......... :~, ·, •. ,, ) Teng Li and Associates PAGE ·5 ETABS_FILE:modetek.PST/STEELER_FILE:Mode-stl.STL FILE: MODETEK CLEANROOM STRUCTURE ORDINARY MOMENT RESISTING STEEL. FRAME UNITS: KIP-INCH-SECOND SECTION PROPERTIES FOR COLUMNS , -, SECTION MAT MAJOR MINOR FLANGE WEB · ID TYPE ID DIM DIM THICK THICK {in} {in} {in} {in} 1 TS8X8Xl/4 1 8.000 8.000 0.250 0.250 ANALYSIS SECTION PROPERTIES FOR COLUMNS AXIAL MAJOR MINOR TORSION MAJOR MINOR ID A AV AV J I I {in_2} {in_2} {in_2} {in_4} {in_4} {in_4} 1 7.590 4.0bO 4.000 0.1180E+03 0.7510E+02 0.7510E+02 STRESS CHECK SECTION PROPERTIES FOR COLUMNS MAJOR MINOR MAJOR MINOR MAJOR MINOR ID s s z z R R {in_3} {in_3} { in..:._3} {in_3} {in} {in} 1 18.775 18.775 21.900 21.900 3,146 3.146 ,,.! ,· Teng Li and Associates PAGE. .6 ETABS FILE:modetek.PST/STEELER FILE:Mode-stl.STL FILE :·MOPEfEK CLEANROOM STRUCTURE --' ORDINARY MOMENT RESISTING STEEL ]fRAME UNITS :. KIP-INCH-SECOND 1·:. ', SECTION PROPERTIES FOR BEAMS SECTJ:ON MAT , -DEPTH DEPTH BEAM FLANGE WEB ID TYPE . ID BELOW ABOVE WIDTH THICK THICK {in} {in} {in} {in} {in} 1 Cl2X20.7 1 12.000 0.000 2.942 0.501 0.282 ANALYSIS SECTION PROPERTIES FOR BEAMS AXIAL MAJOR MINOR TORSION MAJOR MINOR ID A AV AV J I I {in_2} {in_2} {in_2} {in_4} {in_4} {in_4} 1 6.090 3.384 2.948 0.3700E+00 0.1290E+03 0.3880E+0l STRESS CHECK SECTION PROPERTIES FOR BEAMS MAJOR MINOR MAJOR MINOR MAJOR MINOR ID s s z z R R {in_3} {in_3} {in_3} {in_3} {in} {in} 1 21. 500 1.729 25. 400· 3.490 4.602 0.798 J' ... -, -r· '· .. ..,~. '. .. ., ' ,_.-: '' ·, ~ .· ~; - Teng Li and Associates PAGE -7 ETABS FILE :modetek. PST/STEELER_FILE:Mode-stl. S.TL FILE: MODETEK CLEANROOM STRUCTURE ORDINARY MOMENT RESISTING STEEL FRAME UNITS: KIP-INCH-SECOND FRAME NUMBER-----------------------------.--· 1 FRAMING TYPE-----------------------;-~-----1 (ORDINARY MOMENT) COLUMN PROPERTY REPLACEMENT CODE-----------0 BEAM PROPERTY REPLACEMENT CODE-------------1 BRACE PROPERTY REPLACEMENT CODE------------0 UBC STRUCTURE TYPE FACTOR, RW--------------6 FRAME ID NUMBER----------------------------1 - NUMBER OF COLUMN LINES---------------------32 NUMBER OF BEAM BAYS-----~------------------35 NUMBER OF FLOOR BAYS-----------------------21 NUMBER OF JOINT LOAD PATTERNS--------------0 NUMBER OF BEAM SPAN LOAD PATTERNS----------5 NUMBER OF FLOOR SURFACE LOAD PATTERNS------2 MAXIMUM NUMBER OF BRACE ELEMENTS-----------0 MAXIMUM NUMBER OF PANEL ELEMENTS-----------0 MAXIMUM NUMBER OF LINK ELEMENTS-----------0 MAXIMUM NUMBER OF LOADS PER BEAM SPAN------4 SPECIFIED BEAM PROPERTY ID*S ALL ELEMENTS HAVE THIS OPTION SPECIFIED AS 1 SPECIFIED BEAM LIVE LOAD REDUCTION FACTORS ALL ELEMENTS HAVE THIS OPTION SPECIFIED AS 1.000 f SPECIFIED BEAM MAJOR DIRECTION K-FACTORS ALL ELEMENTS HAVE THIS OPTION SPECIFIED AS 0.000 _, SPECIFIED BEAM MINOR DIRECTION K-FACTORS ALL ELEMENTS HAVE THIS OPTION SPECIFIED AS SPECIFIED BEAM MAJOR DIRECTION iENGTHS {in} 0.000 ... ALL ELEMENTS HAVE. THIS OPTION SPECIFIED AS SPECrFIED BEAM MINOR DIRECTI'ON LENGTHS {in} . ALL ELEMENTS.HAVE' THIS OPTION' SPECIFIED AS r -, 24.000 24.000 .... ,.-l'-:-, --: ~ Teng Li and Associates PAGE .8 ETABS _FILE :modetek. PST /STEELER_ FILE: Mode-stl .. '.STL FILE : MODETEK CLEANROOM STRUCTURE ORDINARY MOMENT RESISTING STEEL FRAME UNITS : KIP-·INCH-SECOND SPECIFIED BEAM MAJOR DIRECTION Cm-FACTORS ALL ELEMENTS HAVE THIS OPTION s·PECIFIED AS SPECIFIED BEAM MINOR DIRECTION Cm-FACTORS ALL ELEMENTS HAVE THIS OPTION SP~CIFIED AS SPECIFIED BEAM Cb-FACTORS ALL ELEMENTS HAVE THIS OPTIO~ SPECIFIED AS 1..000 1.000 1.000 ., •• '•· .• • -:~ • • • -•. r •. • ., :-, . -· ·-. --~ •r Teng Li and Associates PAGE 9 FILE:Mode-stl.STL ETABS_FILE:modetek.PST/STEELER_ FILE: MODETEK CLEANROOM STRUCTUF,E ORDINARY MOMENT RESISTING STEEL-FRAME UNITS : KIP-INCH-SECOND FRAME ID :No-pe, '. . ~,1 !cvJ~ b~ ::::;. I~~~ LEVEL ID ROOF .. ;!~S~ D· UNIFORM BUILDING CODE 1994 (CHAPTER,, 2-2) q:)LUMN AXIAL FORCE,AND BIAXIAL MOMENT INTERACTION STRESS CHECK COL SECTION CHECK STRESS STRES$ AISC/UBC MAXIMUM CONT-PL DBLR-PL SECTION ID TYPE TYPE;: RATI.O POINT' <LC> EQUATION AXIAL AREA THICK TYPE {K} {sqin} {in} 1 TS8X8Xl/4 N/C N/C COMPACT (C) 0.730 TOP < 7> Hl.-3 4.0 (T) 0.728 TOP < 4> H2-1 3.2 2 TS8X8Xl/4 N/C N/C COMPACT (C) 0.992 TOP < 5> Hl-3 4.3 (T) 0.701 TOP < 6> H2-1 2.9 3 TS8X8Xl/4 N/C N/C COMPACT (C) 0. 762 TOP < 5> Hl-3 3.7 (T) 0.756 TOP < 9> H2-1 1.5 4 TS8X8Xl/4 N/C N/C COMPACT (C) 0.972 TOP < 4> Hl-3 6.6 (T) 0. 878 TOP < 7> H2-1 0.9 5 TS8X8Xl/4 N/C N/C COMPACT (C) 1.029 TOP· < 5> Hl-3 15.0 6 TS8X8Xl/4 N/C N/C COMPACT (-C) 0.925 TOP < 4> Hl-3 5.4 (T) 0.563 TOP < 9> H2-1 0.8 7 TS8X8Xl./4 N/C J;-J/C COMPACT (C) 0.820 TOP < 4> Hl-3 3.0 (T) 0.766 TOP < 7> H2-1 1. 4 8 TS8X8Xl/4 N/C N/C COMPACT (C) 1.204 TOP < 5> Hl-3 15.7 9 TS8X8Xl/4 N/C N/C COMPACT (C) 0.987 TOP < 4> Hl-3 6.5 {T) 0.590 TOP < 8> H2-1 0.3 10 TS8X8Xl/4 N/C N/C COMPACT {C) 0.977 TOP < 4> Hl-3 6.3 (T) 0.593 TOP < 8> H2-1 0.4 11 TS8X8Xl/4 N/C N/C COMPACT {C) 1.147 TOP < 5> Hl-3 13.1 , 12 TS8X8Xl/4 N/C N/C COMPACT .l {C) 0. 657 TOP < 7> Hl-3 2.8 {T) 0.602 TOP < 6> H2-1 1.1 13 TS8X8Xl/4 N/C N/C COMPACT {C) 0.685 TOP < 5> Hl-3 3.0 (T) 0. 671 T0P < 4> H2-1 2.0 14 TS8X8Xl/4 N/C N/C COMPACT (C) 1.021 TOP < 4> Hl-3 6.0 _, {T) 0.887 TOP < 6> H2-1 0.5 15 TS8X8Xl/4 N/C N/C COMPACT (C) 1.135 TOP < 5> Hl-3 14.5 16 TS8X8Xl/4 N/C N/C COMPACT (C) 1.118 TOP .< 4> Hl-3 r " ; j' ~,;;, - v·~ i; ) .. , Teng Li and Associates PAGE 10 ETABS_FILE:modetek.PST/STEELER_ FILE:Mode-stl.STL FILE: MODETEK CLEANROOM STRUCTURE _ ORDINARY MOMENT RESISTING STEEL FRAME UNITS: KIP-INCH-SECOND 'FRAME ID LEVEL ID ROOF , . UNIFORM BUILDING CODE 1994 (CHAPTER'22) COLUMN AXIAL FORCE AND BIAXIAL MOMENT INTERACTION STRESS CHECK COL SECTION CHECK STRESS STRESS AISC/UBC MAXIMUM CONT-PL DBLR-PL SECTION ID TYPE TYPE RATIO POINT <LC> EQUATION AXIAL AREA THICK TYPE {K} {sqin}· {in} 17 TS8X8Xl/4 N/C N/C COMPACT (C) 1.106 TOP < 4> Hl-3 7.6 (T) 0.608 TOP < 9> H2-l 0.3 18 TS8X8Xl/4 N/C N/C COMPACT (C) 0.807 TOP < 4> Hl-3 4.9 (T) 0.687 TOP < 7> H2-1 2.7 19 TS8X8Xl/4 N/C N/C COMPACT (G) 1.018 TOP < 5> Hl-3 6.6 (T) 0.670 TOP < 7> H2-1 2.1 20 TS8X8Xl/4 N/C N/C COMPACT (C) 0.935 TOP < 9> Hl-3 4.7 (T) 0.886 TOP < 8> H2-1 2.6 21 TS8X8Xl/4 N/C N/C COMPACT .(C) 0.790 TOP· < 5> Hl-3 4.4 (T) Q.716 TOP < 9> H2-1 2.6 .. ·.;.,. ,- .~ . -, . · Teng Li and Associates PAGE 11 ~~ ETABS_FILE:modetek.PST/STEELER_ FILE:Mode-stl.STL FILE : MODETEK CLEANROOM STRUCTURE ORDINARY MOMENT RESISTING STEEL FRAME UNITS : KIP-INCH-SECOND FRAME ID . LEVEL ID ROOF , - UNIFORM BUILDING CODE 1994 (CHAPTERL22) BEAM AXIAL FORCE AND BIAXIAL MOMENT INTERACTION STRESS CHECK BEAM SECTION CHECK STRESS STRESS AISC/UBC MAXIMUM CON-SHR CON-SHR SECTION ID TYPE TYPE RATIO POINT <LC> EQUATION AXIAL END-I END-J TYPE {K} {K} {K} 1 C12X20.7 2.2 2.7 NON-COM (T) 0.645 END-I < 9> BENDING 0.0 2 Cl2X20.7 2.6 2.8 NON-COM (T) 0.701 END-J < 5> BENDING 0.0 3 Cl2X20.7 3.2 4.4 NON-COM (T) 0.807 END-J < 5> BENDING 0.0 4 Cl2X20.7 3.8 4.4 NON-COM (T) 0.685 END-I < 9> BENDING 0.0 5 C12X20.7 1. 6 1. 6 NON-COM (T) 0.628 END-J < 9> BENDING 0.0 6 Cl2X20.7 3.8 4.4 NON-COM (Tl 0. 694 END-J < 5> BENDING 0.0 7 <;::12X20.7 1. 7 2.1 NON-COM (T) 0.626· END-J < 5> BENDING 0.0 8 Cl2X20.7 3.7 4.2 NON-COM (T) 0.705 END-I < 9> BENDING 0.0 9 Cl2X20.7 1.0 1.0 NON-COM (T) 0.434 END-J < 5> BENDING 0.0 10 Cl2X20.7 5.5 5.3 NON-COM (T) 0.877 END-J < 5> BENDING 0.0 11 Cl2X20,7 2.5 2.9 NON-COM (T) O'" 684 END-I < 9> BENDING 0.0 12 Cl2X20.7 0.9 0.9 NON-COM (T) 0.351 END-I < 9> BENDING 0.0 13 Cl2X20.7 2.8 3.2 NON-COM (T) 0.742 END-J < 5> BENDING 0.0 14 Cl2X20.7 3.7 4.8 NON-COM (Tl 0.688 END-I < 7> BENDING 0.0 15 Cl2X20.7 2.4 2.7 NON-COM (T) 0.519 END-J < 4> BENDING 0.0 " ) 16 Cl2X20.7 2.7 3.0 NON-COM (T) 0.558 END-"J < 4> BENDING 0.0 17 Cl2X20.7 2.4 2.7 NON-COM (T) 0.466 END-J < 4> BENDING 0.0 18 Cl2X20.7 3.8 3.9 NON-COM (T) 0.698 END-J < 4> BENDING 0.0 19 Cl2X20.7 3.7 6.1 NON-COM (Tl 0.808 END-J < 4> BENDING 0.0 _/ ,. 20 Cl2X20.7 4.4 5.7 NON-COM (T) 0. 768 END-J < 4> BENDING 0.0 21 Cl2X20.7 4.8 4.1 NON-COM (T) 0.708 END-J < 4> BENDING 0.0 . .. . .. ~--··:· :·· ·...:. ~ . ·, ... 22 Cl2X20.7 (T) 0.696 END-J < 4> BENDING 0.0 ·-' 4.2 . .. . ,~ . 5. 4 NON-COM ... . ., . ~ -~ ,_/ '·::··. Teng Li and Associates PAGE 12 ETABS_FILE:modetek.PST/STEELER_FILE:Mode-stl.STL FILE: MODETEK CLEI\NROOM STRUCTURE. ORDINARY MOMENT RESISTING STEEL FRAME UNITS : KIP-INCH-SECOND FRAME ID LEVEL ID ROOF' UNIFORM BUILDING CODE 1994 (CHAPTER'22) B~AM AXIAL FORCE: AND BIAXIAL MOMENT INTERACTION STRESS CHECK BEAM SECTION CHEGK STRESS STRESS AISC/UBC MAXIMUM CON-SHR CON-SHR SECTION ID TYPE TYPE RATIO POINT <LC> EQUATION AXIAL END-I END-J TYPE 23 Cl2X20.7 24 Cl2X20.7 25 Cl2X20.7 26' Cl2X20.7 27 Cl2X20.7 28 Cl2X20.7 29 Cl2X20.7 30 Cl2X20.7 31 Cl2X20.7 32 Cl2X20.7 33 Cl.2X20.7 34 Cl2X20.7 35 C12X20.7 {K} {K} {K} (T) 0.728 END-J < 4> BENDING 0.0 (T) 0.598 END-I < 7> BENDING 0.0 (T) 0.629 END-I < 7> BENDING 0.0 (T) 0.254 END-I < 7> BENDING 0.0 (T) 0.689 END-J < 4> BENDING 0.0 (T) 0.641 END-I < 7> BENDING 0.0 (T) 0.687 END-J < 4> BENDING 0.0 (T) 0.552 END-I < 9> BENDING 0.0 (T) 0.831 ENP-J < 5> BENDING 0.0 (T) 0.494 END-J < 9> BENDING 0.0 (T) 0.597 END-J < 9> BENDING 0.0 (T) 0.625 ENO-I < 7> BENDING 0.0 (T) 0.570 END-J < 4> BENDING 0.0 6.2 2.4 2.4 0.8 3.7 2.8 3.4 4 .2 4.5 1.4 1.8 3.6 2.4 .:.-,,- 4.7 NON-COM 2;1 NON-COM 2.7 NON-COM 0.7 NON-COM 3.7 NON-COM 3.7 NON-COM 3.6 NON-COM 2.3 NON-COM 5.1 NON-COM 1.4 NON-COM 1.8 NON-COM 3.5 NON-COM 3.7 NON-COM Design-of bolted moment connections-(group 1) Mt(kips-ih) =-415.066 · Rt(kips) = 7_5·12 -. Xd=0 Yd=· 5 9.5 d/2 2.5 4.75 d = 5.367728 fo (kips-in)= 3.60144 ft (kips)= 19 .. 33155 horizontal component Rx= 17.10684 vertical component Ry= 9.003601 from Rt component Rty = 1.878 Rty total= 10.8816 total shear per bolts : Vt (kips)= 20.27445 d/2xd/2·_ no. of bolt 625' 4 22.56 4 dxbolts 25 90.25 115.25 :'{t,e ~'+ f\3rz~-X -~Tb ~oL--\'.s, C<1fqCt~ "" /e ViF5' . ' ~ ~ .. ; .. •"' --~ Design of bolted moment connections (group:2) Mt (kips-in) = 415.066 Rt(kips).= 7.512 d/2 Xd= 11 5.5 .Yd= 6 3 d = 6.264982. fo (kips-in)= 2.643732 ft (kips)= 16.56294 horizontal component Rx= 7.931197 vertical component Ry = 14.54053 from Rt component Rty= 1.878 Rty total= 16.41853 total shear per bolts : Vt (kips) = 18.23381 d/2xd/2. no. of bolt 30.25 4 9.cfo · 4. dxbolts 12.1 36 157" .. . ' . .; •:_-- Design of bolted moment connections; (group 1) ., .l Mt (kips,-in) =: 425.45 5.34 Rt(kips) =· Xd.= Yd= 5 9.5 d/2 2.5 4.75 d = 5.361728 fo (kips-in)= 3.69154 ft (kips)= 19.81518 horizontal component Rx= 17.53482 vertical component . Ry = 9.22885 from Rt component Rty = 1.335 Rty total = 10.56385 total shear per bolts : Vt (kips)= 20.47107 ~ -.-' -. . -. ' .. , ..... --~---------· '" - . d/2xd/2~ no. of bolt 6.25-4 22.!ei 4 cl:xbolts.· 25 90.25. 115.25 ' ; '·'-" _,.. . D:esig_n of bolted moment connections· Mt (kips:.in) = 425.45 :Rt (kips)= 5.34 d/2 Xd·=· 11 5.5 Yd=-6 3 d = 6.264982 fo (kips-in)= 2.709873 ft (kips)= 16.9773 horizontal component Rx= 8.129618 vertical component Ry= 14.9043 from Rt component Rty = 1.335 Rty total = 16.2393 total shear per bolts : Vt (kips)= 18.16055 d/2xd/2: no. of bolt 30:25 4. 9.cfo-4 dxbolts 121 36 157 ~ .. ; "' c''• Beam forces from analysis for beam column connection design: "' Total = dl+ll+2.8xe Moment (k-ft) Shear (kips) Bm. No. dead load live load seismic total dead load live load seismic total 1 6.49 17.82 105.06 318.478 0.26 0.73· 0.62 2.726 1 16.39 45.63 74.74 271.292 0.33 0.92 0.62 2.986 2 14.64 40.41 81.78 284.034 0.3 0.82. 0.79· 3.332 2 3.74 10.7 112.21 328.628 0.21 0.58 0.79 3.002 3 13.75 37.52 106.47 349.386 0.61 1.69 0.64 4.092 3 50.86 141.96 79.28 414.804 0.86 2.4 0.64 5.052 4 22.73 61.8 106.79 383.542 0.81 2.24 0.64 4.842 4 31.77 89.72 79.12 343.026 0.87 2.44 0.64 5.102 5 16.21 45.4 75.24 272.282 0.06 0.18 0.56 1.808 5 4.28 11.75 102.86 304.038 0.06 0.18 0.56 1.808 '6 22.07 60.15 107.74 383.892 0.79 2.18 0.65 4.79 6 31.18 ,87.61 81.53 347.074 0.85 2.37 0.65 5.04 7 9.2 26.44 93.85 298.42 0.35 0.99 0.38 2.404 8 22.48 56.14 110.13 386.984 0.75 2 0.69 4.682 8 19_.5 73.27 89.52 343.426 o.73 2.12 0.69 4.782 9 38.61 11.2 54.66 202.858 0.11 0.05 0.31 1.028 10 85.89 42.39 94.63 393.244 2.45 1.66 0.86 6.518 10 53.39 34.94 116.75 415.23 1.72 1.6 0.86 5.728 11 9.58 25.04 110.47 343.936 0.32 0.88 0.69 3.132 11 10.99 31.83 89.8 294.26 0.33 0.93 0.69 3.192 13 7.81 20.38 94.94 294.022 0.29 0.78 0.86 3.478 13 5.15 15.94 117.11 348.998 0.26 0.75 0.86 3.418 14 2.3 5.22 113.39 325.012 0.19 0.53 1.28 4.304 14 19.86 56 86.2 317.22 0.42 1.18 1.28 5.184 18 19.52 53.39 83.55 306.85 0.42 1.16 1.14 4.772 18 4.44 13.47 110.88 328.374 0.25 0.7 1.14 4.142 19 0.11 11.38 113.34 328.842 0.17 0.99 1.28 4.744 19 62.56 102.27 86,13 405.994 0.97 2.16 1.28 6.714 20 80.7 114.23 52.14 340.922 1.73 2.25 0.48 5.324 20 99.05 129.61 59.56 395.428 2.69 2.38 0.48 6.414 21 80.45 118.26 10.46 395.998 1.84 2.16 0.65 5.82 21 55.5 111.95 69.6 362.33 0.83 2.11 0.65 4.76 22 67.73 113.1 61.35 352.61 1.5 2.2 0.53 5.184 22 92.63 110.55 54.68 356.284 2.41 2.18 0.53 6.074 23 81.19 100.02 83.52 415.066 2.15 2.17 1.14 7.512 23 11.17 23.54 110.85 345.09 0.62 1.27 1.14 5.082 30 57.79 160.6 73.95 425.45 _ 1.01 2.79 0.55 5.34 ----· 30 35.15 97.55 63.33 310.024 0.27 0.74 0.55 2.55 31 35.17 97.59 . 63.29 ~09.972. 0.92 2.55 0.61 5.178 31 31.83 88.69 103.74 410.992 1.11 3.1 0.61 5.918 :. ': .. -'TENG LI & .. ASSOCIATES · . 1070 N. Altadena Drive · PASADENA,. CALIFORNIA 91107 Phone: (818) 797-0531 · . . . FAX: (818) 797~8022 : i, i, ... i, .i, r- .. PROOUCT20M (Sing~ Sheets) 205·1 (Paddt<I) /M!iis/,., Inc .. Groton, Mass. 01471.To Order PHONE TOLL mee 1-&J0.225·63a0 •.· SHEETNO .. ~------OF ____ _ CALCULATEDBY ______ DATE ____ _ CHECKEDBY ______ DATE ____ _ SCALE TENG LI &. ASSOCIATES: 1070 N. Altadena Drive Pasadena, California 91107 Phone: (626) 797-0531 FAX: (626) 797~8022 Email: teng@engineer.com. SHEETNQ. ________ OF _____ _ CALCULATEDBY _______ DATE _____ _ CHECKEDBY _______ DATE _____ _ SCALE . -~Of1J6°J __ t t1'1F. ~l------+------1 -1 --+-j-, . ~ ---:_~~-+---;--+---! ' ---r -.-~! --_······t---i-=:;==. i i i ............. i._......... l ! ! ............. : ............. ----1--;~ '! ! ·:·r----Oesd:PliP/iD, 61'7A i ~ .. -'._;.[ i ! ; ! f L .. · 1 ft, 3 ~Q""s~x•e. c ~~· ·1t\ w. a a"' , : i ·i -l f:tz ~~d%ixi·a> 4*~·lalill(a1 ....... : .. r ...................... l ~.. ....l::::.::.::::·: .. ::::::·J.::::.:.::~:::~: .. ·:.::: f ....... 1 _ _...___,___,__ ~ -l---;--; : I : •••-••••-.. i-......_-'----'--.....,_, .. ,. n••••:••• i . i !. . i i i ! i PROOUCT2114-1 (Sing~ Slleels)205-1 (Padd,d) ' ' ...... 1 ' I . f ! l ! t l [ .......... : ......... 1 .................... . ·· -:' TENG. LI & ASSOCIATES JOB /vlod~t · . · . 1070 N. Altadena Drive SHEETNO. ______ OF ____ _ · PA$ADENA,. CALIFORNIA 91107 · Phone: (818) 797-0531 CALCULATEDBY ______ DATE ___ { __ _. . FAX: (818) 797-8022 CHECKED BY ' DATE ____ _ SCALE ! ~ ! .1 ; ; · · I ' : ~ : ! --~ ; : i . -_\,_· -E,,· __,__--+--_ .-!--;-- :-----------' i !--------L---------.l...-----:-------=.---· -;-1 -·---: -· f i i : •: : . : : : ! PRODIJCT204·1 (Sing~ Shee~) 205-1 (Padded) flVtOis,/,., ir,c., Grolon, Mass. 01471. To Omer PHONE TOLL fll~E 1-800-225-6380 r . ",l TENG LI & ASSOCIATES 1070 N. Altadena Drive Pasadena, California 91107 Phone: (626) 797-0531 FAX: (626) 797-8022 Email: teng@engineer.com I i I .c.............;i w::.........U~i -=~ SHEETNQ. ______ OF· ____ _ CALCULATEDBY· _____ DATE-~-- CHECKEDBV ______ DATE ___ _ SCALE I I l . .;.._..____.;..--'----l . . ..... 1 1:) . )iL:i3i.Jj t-f""J •··············'············'·"" M#!4t*~:j ... t L i ii~ J~td?~L= . . . ·-S----------;--.. , .............. , V~e it1~~1litrs ~··--~~~ µ ..l ....... + .. ., ' . j , -J l~ LUND VANDRUFF \. 3970· SORRENTO. VALLEY.· BLVD'. SUITE H SAN DIEGO CALIFORNIA 92121 TEL: 619-457-6860 FAX: 619-457-686-2 . November 06, 2000 Mike Peterson .. · CARLS.BAD BUILDING DEPARTMENT 1635 Faraday Ayenue Carlsbad, CA 92009 RE: PERMIT PROCESS -. MODETEK .207.5 Las .P~lma~;Carlsbad 92009 Dear Mr. Peterson;. . . This project is being submitted tor permit pr9cessing in phases per our discussiqn. Each individual phase will be complete -upon submittal. and include Hazmat and engineering as r_equired.-' · · · , . Phase I: · Phase II: . Phase Ill: · Phase IV: Demolition -Permit issued Prefab Manufacturing Lab -Submitt~d 11/06/00 Prefab Man·utacturing lab plans include structural, electrical and mechanical. The ·Exiting Plan (EX-:-'3) an9 the· Building Floor Plan (A-2) identifies the locati?n. of this phase; ' e • Tenant ln:iprovement -Sq~mittal Peoding The balance of work. within the building will be submitted during November ?900.·The layout including an e)(itanalysis i~ sh.own on sheet EX-3 in pfiase II. Site DeveloP-ment -~ubmittal Pending The Site· Development will identify the proposed exterior concrete pads, sto~ge room and upgraded accessibility compliance for the main entrance: This will be submitted cturing November 2000. . If you h~ve any questions or comments please call oµr pro]ect manager, Michele Arnold-Kush ~000 ·~:r 1 Dtck Lund-Principal LUND VANDRUFF CBOO 4/13 . L_ . ~ l FM THCl"IAS AIR CONDIT ! ! 350 P03 JAN 03 '01 15:53 · ·Job~ -------Hi Delta™ -Typ,e H Engineer:-·---------.:...----- 'l Contractor: _____ -....-------- , .......... i· ·-~ ' ..... ,• ~, \ Prepared By: __ _ Model: TruSe11n•01rect Vent 1001/o Factory Fire Tested Efficiency: 84 % I Date: __ _____ Indoor/Outdoor: Maximum Outlet:Ttmperat·ne: 230•, Minimum Non-cond•nslng tnlet T1rnp1rature: 1oscf' Thermal Shock Proof Heat exchanger CSD-1 GIi Trair, Limited Twenty-y151r Th1mial Shock Warranty L.tmited Five-year Heat Exch1ngtr Warranty Diagn.,.ti~ Center Poly Tur Powder Coated C11blntt No Combu,tible Floor Shield Required Fan Assisted Heat.El'changer • Heade!'$ D Bronze D C~ron Glau Lined • ASME lnsp9Cted and Stamp,~d 180 PSIG Working Pressure • Nationel Board Approved • Finned Tubing D Copper • Standard 0 CUpro Nickel·· Opti00al • ASME Steel Tube Sheet • Silicone High Temp O·Rlngs • Pres1ure RePef Valve • AS.\.1::. D eo PSIG -Standard D ~ PSiG .. Optional • Temparawre arK1 Pressuro ClaugJ • water Conm1ctions D Left • Standard ...____ p Right· Optional Controls · • ~ 20V, 80Hz, 1 Phase Fower Supply • 120124V S0Hi Transformer • 100% Pllo1 Shutoff/Loc;kout • Hot Surface lw,itlon • Remote Flame Sensor • High L.irnit Control, Manuel-Reset • On/Off Power Switch • Thtrmostat Ov" ride Switcli ~ Flow Swllch • Blocked Vent Pressure $wit( h • Combustion Air Provtn; Swttch " economaster Pumr, Time Ot~ay Gas Train (CSD-'t} • t-1enual Gas Shut-off Valve(&) • • Ge• PreS&ure R99uiator • Safety Shut-off V~e • Firll'lg Control Valve • Firing ~.od• -D On/Oft. Models 302, 402 0 2 Stag~: MOdels 302~902 • Fuel Cl Natural Gas D Propane Gaa • Design Certified ANS! Z21.13 H Stzmp aurner • Ultra-low NOx: Les&than20PPM Construction ~ · • lni:loor/Outcfoor Conitruetlon • Front Controls Encloied • Po~ Tuf PoWder Coat Finish Venting • Vent Termination • Outdoor D Outdoor Vent Cap • Vent Termination -l'1door -D Vertical Vent Cap (by othe~) -0 Horizontal Oirec\Vent Cap • Combustion Air '§ Tru1 Sealed :>irect Vent Kit ln-lne FIiter Kit . Air Intake Elbow1 " Extractor • Optional. 0 8yothers D N~ required ' , Catalog No.: 2000.30C 1:tt.c:llve: ~-1-00 Replace~: 4-1-00 ' Mydrenic . .Heating 13oiler -~ ·----·· Mo·""'"""1s 30'> .. 902 -r... ... ~--·•,i.;• ; •• ~ ... -• ~~~ _}.!! .. -~,------· MBTUH Input: s .. -,:.;90219,1 Tvmperaturo Control• D 1-atage controlltr (100-2C!i"F) D 2-staga Cont:-oller {SS-175' F) 0 2-atage Controller (130-23! 1• F) 0 2-sta;e Controller -Digital § 4-stage Controller • Digital t·8 Stage, · Y2B Sequem; tr 1-8 Stages -Y38 Sequenc: ,r D 1-8 Stages• Y-4B Sequen<: n Cl 1-8 Stages -Y58 Sequen<: ~r Additional Safety Controls 0 low Water Cut-off· Remo! ~ Probe 0 . Manual High Gas Pressur.; Switch D Manual Low Gas Pre11urEi Switch 0 Hlgl'I Limit Conh'o1; Auto Rt set 0 X1 Su:e Rad< ~t 0·:_-~ --·-.. -. .-~ .. .. . For metric information, su, Catalog # 2000.30. 1 • H ~ .. _,... . -'t ,,, _.,,,.- FM THCNAS AIR CONDIT 350 P06 JAN 03 '01 15:55 I l '\. ) - ~ j ,:··'··. \·· :;0- t . . ' OU IN1HNATIDN~} ~1 ~ ~ .. -:. Supplement to .Certijicite·bf Comjliance Certificate: l 082796 Project: · Issued to: 1113336 I . Raypaklnc. 31111 Aao11n Rd. Westlake Vila1e, CA 91361 Attention: Manny Ezpeleta Issued by: Dave Heger 'l/&# J1to4"ct1 ll$tetl, lncludinz the latest revision descri/Jed below, ar, eligible ti) H 11111tkedin acto1lt111¢e with the 1'f"ence4 Certificate, Product Certification History l)at, Description ~ i.:':. --: . <r, :--: : Project 1113336 1082796 Sept, 27, 2(100 Tested splitmanifold usembly, marking material updates & alt. baffle wic: t.'1. June l, 2000 R~'Port b~e No, change from 1082796. Tested alternate controls. Original certification. Was IAS rpt. No. 113132-3. Tc~ed larger version 11313:2-016 July 12, l9!l9 models (992-2342) series. H; drawings) ,, 1 l OQ'O 50iWD 1000IOP/06 ] FM THCT'lAS AIR CONDIT 3512! P05 JAN 03 '01 15:54 -. e CIA !NTUN.\TIOIUI. -------- Certificate of Compliance Certi.fl~ate: l08Z796 Ma,te;r Contract~ 189406 Project: 1113336 Date bsued; September 27, 2000 Issued to: Raypak IJl(. 3U 11. Ago'll.ra R.d. Westlake Village, CA 9i361 Attention: Many Ezpeleta The products Usted below are eligible to bear the CSA Mark shown PRODUCTS 2921-81 2921-01 1502·01 1502-81 2902-13 2902-93 GAS FIRED POOL HBATBRS CtAS-FIRBD J?OOL HEATERS 11,ued by: Dave Heger .Signature: BOlLERS (G A.S) $team and HQt Water, Resi4mtial :llid Comme1;ci;u BOILERS (OAS) Steam 1.t1d Hot Water, Residential and Commercial COMMERCL\L HEATBRS (GAS) Water H~u COMM!RCUL HEATERS (GAS) Water Heatm PoC)l Heaters (GAS)-R.-idential and Commercial El~c1ric T.uput Mrufel Nµmber Rlmta Racina For U5e With Natural Gas a11d Propane Ga"9, For Iiadoor & Outdoor Installation Trad~NJJ:ne: Hi l>ttta P·302(P) P-402(1>). P-502(P) P--6S2(P) t{,l, p. 7.52(?) ' it B B .B- B B 300,000 399,000 s.oo.;ooo 650,000 750,000 T T T T T (cont) Tlte 'C' and 'US' indlC11.t<1ts 114.i.:.Ccnr to the CS, Marte $ipity that the:: t)l'oduct J11u b"1) c:v1ti.ut..:d to lh~ ap-plic;:able CSA and ANSUUL St~nd~rds, for U$C: inc: tnada and tlll' U.S., mllpeetlvely. This 'US' indicJ.!Ot lt\oludes producti eJigt,le to bear tbt 'NR'It.' indicator. NR.TL, i,e, Nafirmal RtCOlfliztd Tcstine Lll.\JQ,11tory1 is ad, sign&tion p111!11d by the U.S. Ooe11p1dit1JRl S1f•ty IUld :-kallh Adri,!11J1tri.ltlon (OSHA) IQ l,bora.tories wllich have: been reC0gnised ro perform cc:rtit'icalion IQ U.S. S!lln !111 <ln. OQO S07WD 2000/M/06 [ , .. .. FM THct1AS AIR CONDlT 350 P07 JAN 03 '01 15:55 ·( u \, j e.i Descriptiv·e and Test R.eport Edition h Edltton 2- Edition 3: ...... .. · \ · .. ,,;'? PRQPUC'I'S DIA INTIINATIO.Al. I ---QMI C«lfll<:allon Man~I $yt1acn1 Re;lstrauan oMTe111na July 12, 195>~; App1ica.1ion No 113132-016--Irvine Issued "by Di1Vc Heger; Reviewed by Mark Chr.istophmon Tested wge.: model versions. June 11 2000, Application No. 1082769· Irvine MASTER CONTRACT: 1: -9406 R£PORT: 10L2796 PROJECT: 11 3336 Issued by D1,.w1 Heier; Reviswcd by Maik Ou-istopherson C.hanac 'bu, Rpt No. from 113132-016 and add clt, controls. (drwgs 032-4 to 12) September 27, 2000; Projett 1113336 ~ Irvine Issued by Dave Heaer i Reviewed by Mark Chtjstopherson Teated splifowrif'old system. markinj material ~datw.g ~ baffle modificat1on. (drwJs 017-2, 020;1 .b, -~2 a ton) Contcnta; C,erJiflcate of Compliance • Pages la,b,c Supplement to Cvtificate of C-cmplianee -Piige 2 Dc:.,;cription and Tci;ts , Pages 3 to 9 BtuHinwt (H,W,N,PX3,4)-3Q2(P) (H,W1N,PX3,4)-402(P) __ ..._ (H, ~,N,PX3,4)-.SO;(P) • --P (H,W,N,PX3,4)-65 .. (P) (H,W,N,PX3,4)-752(l') 300,000 399,000 S00,000 650,000. ,,o,ooo (H,W,N.PX3,4)-902(P) {H,W,N,P)(8,4)-992(J>) (H,W,N,P)(9,4)-1Z62(P) (H,W,N,P)(9,4)-I !i32(P) (H,W,N,P){9,4)-1802(P) (H,W,N,P)(9,4)-2002(P) (H, W .N,P)(9,4)-Z072(P) (H,W,N,P)(9,4)-2342(P} 900,000 990,000 1,~,000 1,530,000 l,800,000 1,999,000 2,070,QOO 2,340,000 -;_-. -. -----:.: -.:-..,. :-~ - ·(.f:L\11/.!'-J_J;Jf.S~"J-:.:~_. ~ ·i Thii. i.:port cau lie reproduced ill Ml, otherwise, written permission of CSA Jnternatimul is reqwred. Wa Answer With Solutions'' -·-----2805 Sarranco Parkwov, Irvine, CA 92606-6114 ----------Tli!IPhOrte: 948.733.4300 Fax: 848.7SS.4320 W1t'W • .:sc•inflmottonol.01g ' C:\CofC 1 R9406-I0S27fill.dot _..__ ... \... " .. ' , ,, r .. ,·.,, . ~ ... FM THCNAS AIR CONDIT I ¥ASTER CONTRAct: . 189406 .REPORT: 1082796 PROJECT; 11 J 3336 3~ P08 JAt~ 03 '01 15:56 Page ::ro: 2 D~tdssued: September 27, woo ---------------------------;,---------------·-. i . . ~ \ AU markmis ancl printed ins1ruc1it>Dli are in compliance with tk above mentioned requirements. Samples a."e contain1! :! in tbe maill certification report. · InstruciiollJ m1uircd mmc:>r nlOdiflcation to comply with lq>plicablc requimnenu. Factory tests to 1;,e in accordaoce with Pan m of the applicable.requirements detailed in the Cextifica.te o! Compliu,.ce. DESCBIJ»'flON Ref"r LO main report. Refer to main archive file for dciails oa. te1tit:g . C:\C:ofC li9406,IOBZ76t.doc <\. J 1)1 ,• ; (' l, •' -·::_.) FM TH01AS AIR CONDIT I ' MASTER CONTRACT: 189406 REPORT: 1082796 PRoJECT: 1113336 Submftter: Ra>'Plk, Ille. I CSA Internatiolial 2805 Bmanca Parlcw&y .hvine, California 92714 31111 Agoura P.oad Wut1ake Village, Califomia 91361 350 P09 !AN 03 '01 15:5& _ _ _ _ __ . . l'a1e N· ,: 3 _ Date issued: September 27, 2 )()O --··-· -·---· . ------------------- Liltee Raypak, Inc. 31111 Aiourl Road Westlake1 Village, Califo~ 91361 Raypak Calla& limited 2805 Slough Street Miisia~ Ontario L4'f 1G2 -------~------,.-----· --··-------- :Factory: Raypaki !Do, 3 H 11 A10ura Road . .,_·t __ _ Westlake Villa8c, Califomia 91361 ----~----------·--· -- C·\C'.ofC !89406·108Z769,doc ' .. ( ' ,' ..... ~ . . : . H,, .. FM THOMAS A IR comn 350 P10 JAN 03 '01 15:57 'l\t4.sl'ER CONTRACT: l89406 REPORT: 1082796 'PROJECT: 1113336 Page 1'. ,: 4 Date Issued: September 27, :! )00 t ' ' i I MQI>Et NITMBD BREaISDPWN (H,P, W ,N)(3,4,8,9) 302,402,502,652,752,902, 9921262, l 532,l 802,2002,2072,2342)(P) H,P,W ffydromc. Pool or Witcr Keating function N D9mc,stic IDstutanco\18 Watc.r Heate .. 3 2 Sta&e Fin»g 4 On-OffFir.iq 8 3SugeFµing 9 4 Sta.sc Firi.Di 302 'tlw 2342 JD.put Rating (l3tu/Hr in Thousinds) P For use with LP Of Propane gll!ltS Gas l<ired Hot W atm: Boilc:ml ANSI Z21.l3b-19;94, CANJ.l M77 b:\u$trit} and Commercial Gas-Piled Package Boilers. ANSI ZZl.56-1~18-CSA 4.7-M9S ANSI Z21.10.3-1~98-CSA 4.:,-M98 ' For installation 011 combust11'l, floors. Leh Side: Rii}ltSide: }:lcar: Prent: Top: Vent: ·l Gu-Fired Pool Heatcl'\l Gas Water Heatm (Commercial) INDOOR 1 inch 1 inch (plipnbiitg) 1 inch 11.ncb 1inch 2 mchcs &IEQFICATIQNS Model$ 992 tlu1I ~342 hav, 3~% minimum iuput rating Models 652 and 7~2 b.lvc SS4!-·, minimUl'l'l input ratin& Models 502 bu a 60% minim,ll'll input rating 320psi. 160 psi. OUTDOOR 36 in:;hes .36 in~hes 12 inc-lies - 24 inches unobstructed C;\Cofc; 1894QO· lOK276ll.dot •• -.-•• • :· ~ ·-..•• ·, 1::· · -::(6.0 l---2.0 RP..Vl$10N:.t REV I OCSCIIFM" 1 I UPDATED< FORMAT, REVISED NOTES :' ... !' ,~, ...... f' \ , ' 1 • . co. I 1· '. ;.. ,., 308152 ___ I 3_:_l\ IY • OAlE Ot[Ol" RLH ,1-5-Q0 .... :,. j' t ; ;. ... uf::11 ... , .. -,)\i--···· 1 .... : ... :;~;j ... : ! .... , .......... "!: . 125 ~ ~ Bl ......... I l 2X .50 (?If-I --j .75 I I ....... 1 ~ .... BOILER _______.,...__ .. JACKET .... , .. :"""' ·. ·: ] .. :-................ , .... ·.B A r1-::rr -Er-+J_ 1·· 2.00 ~ ___ l ao1,t.EB FOOT NOTES: 1. TOLERANCE: ± 0.1" 2. USED ON SIZES 183-824, 926--1876 (WITH COMBUSTIBLE FLOOR BASE). 302-2.342. 3. SIZES 183 -824: IF A COMBUS HBLE FLOOR BASE IS PRESENT, TI-iESE MOUMT!MG !..OC.O.T!O!'!S /\RE !1 T FP.at-H :',Nfl R.~.r.K !F .~. COMBUSTIBLE FLOOR BASE. IS NOT PRESENT, THESE MOUNllNG LOCATIONS ARE AT THE SIDES. SIZES 926-1826: THESE MOUNTING LOCATIONS ARE AT THE SIDES. SEE NOTE' 3 ---·-----4 'E3> /2 ~ /.,11 f~f.S1RAINT '<....::>' # BRACKET ACAD· JOSl 52. DWG IH£S3 0111Cft-:ft:ClfD: APPilll'.W DA' -'LL UNI rs ARE IN lNCti£S fllACTIOHS -il/32 ANGU.S ,tl' APPRO~ DATE N ,~x; ,;·~ o1\.~x: ~ ±.010 0 BALDWIN 6-25-97 I{) QRAf, __ WALL __ RAOI_ OR/\Y,ff DIil£ . ~ J~r:~:;f:irf" . -~~~~ . <azc: 6~:~!: .. ~,n s:.~.::nm :::,r~1: t~"1~'1m~, --. ~ l~"~./J":'~.~~ 1,9, E ~ c:::::J ti Kt.l.J\m.JN!:IHI~. A!:i II UA:KJl.UL!) t'HOPRIEJAHY tNF'ORMAnOH, WITH ALL Al~!!!°~ __ RES£!__~ BY RAYPN<, INC. BRACKET. RESTRAINT i.fATL WC NO I") I S11EET IRON, 1 /8" 308152 t A Rf\! 3 ~ ; '" 0 .... ' •o "" ....... N 0 0 ;... .... -.:a .. (II "" -~ 11-1 00 .... °" 00 00 co .. en, N N en ::,.. r t?l tll 11§1 0 0 r~ ,~ ... FM THCJ1AS AIR CONDIT l 3512! P04 JAN 03 '01 15:54 ,, I • Hi Delta 302-902 Type H .. Hydronic li..;;.;e;.;;;a;:..:.:ti:..;.;n;aig:........ ___ ......i_ ______ • _,. -::_t: __ ., ___ .-.;.;;;M~od;.;.;,e.;.;1, __ ·, :;;:::==-:=;. ----··· ! ! ~M• ·-~ -:11~. A ---------, It :~ FJiONT VIEW ~~~& :-·----, •• ~· :_ OU!OOO~ M! t:A, 1 ~,,;······-•• ~(1~4 COltcCTD,' • r .. r::r: -·----· .. __ ---.. -111, a.11:rll!CN. •. OOHCTIDN , I ~, 1/J ! i f -Dij'l'OOOII V!Nf o.i., .. !It ' '"' 1/f • ______ ,........_, -~. . .J __ , __ ,_J. TOP view i BACK VIEW OIMl~NSIONAL DJ~TA ~ BOILER RATE OF Ft.OW At.It> PRESSURE DROP ~~-... ,. I G Ii ··-Approi, K T jAmp, Slllppln1 Model lnD11t Oulf)ut . WidtJI I Nft! J~i-T io,-w Wt. fl.ba' J02 soo U2 M % ;! 5 il 8 380 402 3~ !3f '13 % ;? 8 4; " 445 !02 eoo •w !iO 11' :! .6 4 6 .. 545 'ia2 !!50 S4e. W½ 1¼ :~ a e ·a 590 7!2 750 SJO 67~_ 1 Ki :? ' Cl 8 1m .-·eol · 900 756 78 .. ..lfil..,.:! s e ., 740 Dimonllom; ire In lnc!'le5, · Ralin;s ,hown are for elevations up to e,ooo feet and for natural or prcpane gss. For inatal!atiori at elevations OVIC5,00!) f!cl, ploase oon1ae1 n,1nufaeturer. I Raypai<, Inc • 2151 Eastman Avenue, Oxnard. CA ~3030 • (805) 278-5.:100 • Fax (800) 87Hl725 • ww.y.rayp•J: com . R11~p1k Can;ld:11 Ltd.• 2805jS1ough St. . ._,liHisaauoa, Ontarlc, Canada L4T 1G2 • (905) 677•7Sl9g • Fax: (905) 677-1036.• 11MW:ra~pa.l(c11n1di1 com Raypak Au&tralfa Pty. !,;tel. • 7 Gedde. 5trtet·, Muigr-v1, Vlctorla, Ai.~!ia 3170,• (6139) 560-4944 •·Fix (6139) 560-4517• • www.ra)-pak.«1 n au Catalog Ne.: 2000.30C , Effec,iv•: 8-1-00 ~el)lace•: 4·1j00 -..... . . c.·.,·Y. _,J,.:. c· , ' .. >· •. "I• MIINJ: _______ _ IIP=raA:------- BAN DIEGOAED&PARTM&!NT • - Hazardous Materials Information 2075 Las Palmas Dr., Carlsbad CA 92009 fllls . . · E1ectronic-C:ampanen18 "a~ufact~ing -----MQdetek •11--= (909) 902-9665 ~.--' r.· .. ... ' '. i,·. .,·. Oct 27 00 10:Sla p.2 , ·.H&iardous Materials r-~ .. ' SAN DIEGO REGIONAL • HAZARDOUS MATERIALS QUESTIONNAIRE Management Division • PliJtlll mTJI. aimrr ''''" II ... 11111 Bus111e55 N.ma Contact Person Telophono MODETEK DEXTER HUMPHREY (909) 902-9665 1990 SCENIC RIDGE DR. CHINO HILLS S,ta Addrtsi 2075 LAS PALMAS City CARLSBAD State CA CA Zip 91709 Zip 92009 Plan Filel Pla'l File I ::o:.i:1r 1: FIRE QEPAA'T'MENT. HAZAADQt.'S MATER1ALS MANAGEMENT 01v1s10N: occuPANcv CLAss1F1CAT!ON ,,.,~1c11to by circling the 11,m, whether your b11111nus will use, process, or store a11y of the lt1llowing hazarcous materials. If any or the ,tenis ~"' :.:cled. applicant mu:1t contact the Fire Protection Aoenev with jurisdieticr. prior to plan 1ubmitt&1. '., :xclos,v, or Sluting Agents 4. Fl11mrnable Solids 7, l')rophorica 10. Cryogenics 13. Ccrrosi-~u 2. Compressed Gaus 5. Organic Peroxides 8. Unstab!1 ReactivH 11. HighlV Toxic or Toxic Materials i 4. Other i-:ealth ;,a:arc:s 3. ;:1emm1b1e or Comb1.1stible Uquid1 ,. Oxidi:ers ,. Water Reactivea 12. R~ioecti',es :i:.;iT II:. COUNTY OF SAN, DIEGO HEA.TH ·OEPAFITMENi • HAZARDOUS MATEAIAj.S MANAGEMENT OIVIS~ON: cor.TINGENCY PLAN REVIEW; · oFc:,cE use ONLY ;I the answer to eny of th• quHtion1 is yes, 1pplicent :nu,; o;;,ntect the Count,; of San Diego Hauraous Materials Managemer:t :),v,s1on, 1255 ,lmperi1l .a. ... enue, 3rd Floor, San Oiego, CA S.2188•5281. Telephone 15191 338·2222 prior to the issuance of II D RMPP Exempt b-.,ld•ng permit. F:!:S MAY BE RfCUIRf p Yes No 1.cac::J 2.CJ B 3,c;JCB:I l1 your bu1int1t tisttd cin tllt rever11 side of this fcrm1 Will vour bu,ineu di1po11 of H1zardou1 Sub1tanc11 or Medical Waste in any am01.1nt1 Will your busin1111tcr1 or h1nd1,.Huardou1 Substances in qusntities equal to or greater than 55 gallon., 500 pc:1und1, 200 i:ubic f"t or carcinogens/reproductive 10xin1 in ar.v QuantitY7 Will your bv1in111 UH 1n.axi1ting or in1tall an underground 1tor1ge t1nk.7 Will vour bu1in1H ttora or hendle Acut1l1 Haz:ardoua M1t1riala? i"-'AT Ill: SAN QIEGO COUNTY AIR POLLUTION CONTROL DISTRICT 0111e Initials 0 AMPP Required Oat• lmt1ais 0 RMP!' Ccrr.plt:ea Oaie •r.11:als 1f :he answer 10 1ny of th• quutions i1 y11. 1pplic:ant m'ust contact tt'le .lir Pollution Control District, 9150 Chuapeait, Drive, San Oiego, CA S2U3. , ,. -:'elechone (5191 514-3307 prior to the i11uanc• of a building permit. YES NCI 1. c:::J 13 WIil the int,ndecl oc:cupent in,t11U or UH env of the equipment listed on. the Uating of Air Pollution Control o;strict Pormit Cetego,iu, on tr.i: reverse side cf this form1 2. c:::l CS( !ANSWER ONL 't i, QUl!STION· 1 IS '(!S,l Will the 1ubj1c~ facility bt located within 1,000 feet of the outer boundary of • school IK througr. 12) at iitted in the current Direi;torv of Sc:hool and Community Co:110, Oiatriim. publi1hed by th• Sen Oiego Counw Office of Educa11cn am: 1h1 curr,nt Celifornia Pri'e'ata Scho'31 Cireetcrv, ccmpi!IICI in acc01denc1 with provitlion, of Education Code Section 331907 §neliy dHCIIOI nature or {fi. intend.a 61.111nH• ICtlYlly; . Modetek will be manufacturing high performance optoelectronic components ,'Ja:n~ of Owntt or Authoriud Ager,t· DEXT~R HUMPHREY enalty of perjury th.ft to the bHt of mv Jcnowl,dge and befiaf !ha responses mMI• h~rt·r art t!:..e Oata: /2./JC//~ ~iRE C~PARTMENT OCCUF»ANCY CLASSIFICATION: ________________________________ _ BY: ____________________________________ Date: ________________ _ EXEMPT l'l!OM PEIIMtT ll(OUllltMDiTS . COUNTY•HMMO E.ovirmmml&l HaJ111 Su¥ica OI-IS:l0,4-91'71 (6192) APCO APl'!I0\1£0 ~II it.11U:IIN<I l'EIIMIT IU'1' Nor CC:C:UPAHCV COUNTY•HMMO APCO ----·-----.. ---. ·---···---· ". ---- A#IIO\IED FOIi OCCUPANCY COUt,;TY-HMMO APCO COUlltyof5.IADiecc Dopal'!mmloil,IW!!,S.,,..,i=, r .-.;._ ·• ,, CB004113 2075 LAS PA~MAS DR CBAD MODETEK 4,752 SF MANUFACTURING LAB Tl INDl.,JST Lot#: MICHEAL ARNOLD-KUSH // jr)(()/(JV 1{r(~ 0011€~ -Jo E.sji~ LL& h ?!~kl; fi"ve, lo_Fi,:c__ sc11dt1J KnoN: .. ha 2. /)1a-t m-jei J Val1nJ~· ~/-t-<--f-. (_ ~ lc.s. \ t(q{,o iJ/~1/00 ~ ~lt {'c. c.tiy' ct*© E-;Q/ ( ( Lh ·, I ).)4 Iv() C f i,,7 -h ~ . .e.,., ( /-/ o~" +0ew1 ' i2/H46~ . tflrvz:£ 1[ 0 dvM-v 1( ~ <'.¼/ 1 / uf £<ek ~ ff -6M- ' -:J. -o , _ ~. · , / I v0s a t &f 0 0 ,_,q vr c.~ v /-v-o I F .!:..,,, · 1 ·1..-C1-,,,...__ I ---i q .. o I C Lfv7,r~ Eser.J ·~l ~lJ,I f-iJ-e_ ~ J~ ~\fQ-, ~ " . I CJI BUILDING . . J Pl.ANNING ENGINEERING FIRE APPRJFORM · · ~ t . HEALTii DEPT l!Jlflt~ll1/J:, HAZ MAT/ AIR 0\JAL . . OTHER SEWER DISTR BLDG GRADiNG LE'TTEH TO . FROM . · APPLICANT APPLICANT I ----"1----PLAN CORR ENG CORR ------,t--,----SCHOOLFORM CFDFORM -----i----PE & M WORKSHH·. ______ Bi::DG FEES COMPLF .. ). . ' ~J \ww>, ~ re, 2(v/:1-~/' c~~,I a.6 c:;,iy 0 -4' ~ ~ ";{ Lll>\ <!j;c,,~ i, ~/ {Li-&, J?/4. J~ :sN/JJ~ ~ ,f ~,Alf'') \~u\ti°' ei \L ~ 'Lt t> (~ 'b~~. \) uk-i».. \\.ulb'<>t.otJ> n 11\.::-'C"~\~~ ~- ~,.. ~ - -;t: •