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Home My WebLink About1891 RUTHERFORD RD; ; CB013113; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 i 1-01-2001 Commercial/Industrial Permit Permit No: CB013113 ~uilding Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 11/01/2001 Applicant: 1891 RUTHERFORD RD CBAD Tl Sub Type: 2121203600 Lot#: $31.,800.00 Construction Type: Reference #: ISIS PHARM-1200 SF MEZZANINE MECHANICAL ONLY INDUST 0 NEW Owner: Status: Applied: Entered By: Issued: Inspect Area: ISSUED 09/28/2001 RMA Plan Approved: 11/01/2001 GOOD & ROBERTS INC. DIVERSIFIED CARLSBAD 47.5(H) I.:! ·6'~1/01. 0002 01. ·1.090 JOSHUA WAY VISTA, CA 92083 819-598-7614 4330 LA JOLLA VILLAGE DR #110 SAN DIEGO CA 92122 CGP . ·t Total Fees: · $425.96 Total Payments To Date: $300.00 Balance Due: $125.96 Building Permit Add'I Building Permit Fee Plah Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fe~ BTD #3 Fee Renewal Fee Add'J Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee lnspecto~ $254.11 $0.00 $165.17 $0.00 $0.00 $6.68 .$0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Pl,.UMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $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 $425.96 FINAL APPROVAL Date: f/1?1,L...--: Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "lmpositiqn• of fees, dedications, reservations, or other exactions hereafter collectively referred to as '1ees/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 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set a~ide, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy 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/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has oreviouslv otherwise exoired. 02 125-96 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. (Bi:J J 5/ /J EST. VAL. _________ _ Plan Ck. Deposit _____ -,4-~~PO - Validated B"J.Y..,..-+---+--+----'--- Date __ --'..._,,....__,,~+:-4L_,,_ ____ _ Address (include Bldg/Suite #) Business Name {at this address) ko:( 4b of:: (Aick>bA:D iEA:l--f' ss-z_y c\ O..A-RL-;SbAi) g'.tf>t,OC,H ~::[EL UN 11" vJ Legal Description · Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units 21 Z. I W 1.-b SH f..L.L .S:PA:<:f-MUJ-t. t;.Q\J1.Pf11it:N:t: M.t-l;t; Description of Work M~ 11\--lL-Ct'-!L-'-f ~ FT. • ~ S~:Jt1_. • 0 ~~;q,q~I~~t Ptii.S:oiH1t.ilf!f•f•i:it:°ff9m:iiiRI1.~aai1.f ·.:.~·:1 . :::_~,~;:2~.~':'.·:2:·~3-:::~rr.z:?s:2::::;;:(:2:2 L·. --_"'."." ·.-.,~ .. City State/Zip Telephone# ~f>~~)~fU) .· : .. Ptiil?':., .·:~.:y ]ii':'G½i11i~iJf)frii~f~li~ffiSZF~-i~r~21c!·;~~~~qq'-r:~6/:) Name · Address _____ City State/Zip Telephone# t5~ ~ ... C.0:tilI~Q:TOlt~QMP.~ij~ '. ~{ • .. • ... , '· . , . ,. .. :...,· .. -, 'C'?}:~f ;:.'.'.-':~!/>:,.,;" {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 statement that he is licensed p1.1rsuant 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 [$500]). r,, oro ~ RDE:>te-1:> 2b W ·{\AJ,'\11::klA ~I VlS.1:/lt-c.A 3:iJD Svi?J 3:lolY Name Address City State/Zip Telephone # State hic:ense # 63:::J SS I License Class .!:? City Business License#-~-~---=- 1::\Qi:c, Ar<CH 11'1;.Lfkl~ g1.-1yu fA:f.R NHAM f--~00 SAl'IJ\I t::f;O Cl+ qt_t Z-2 8$f? 1::IZ.. &YcO Designir Name Address City State/Zip Telephone · State License# ________ _ @::,~'.'.CVlml~.!=!t$hQQM1iit:(&'&tP.R., ..... :. ~,, ~-. · : ... . ,."",--::::~ :::·:_3-::: ·-:;~::..:?Ill,:,~;,.;":-';:-:~:s.:Y.C~, . '"'''· Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance i he work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is d. My worker's compensation insurance carrier and policy number are: / / Insurance Company S-:CA:If-:-CoM pf:..NSA-::n oN Policy No. :b:$,> ,SL.IS: 00 Expiration Date 10, lo I (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) 1 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for whic_h 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 d • ·on tl;te cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE:_,.._.,-+...;,..~~.-,,,,,.~;;..:::::::::. _______ _:__~--------DATE ________ _ W,:-;::;;;:.:o..w.,ijEJ!~'ij~l~Ji~tJ.t>l;p~M;:Tl .. · ... · ; ; · '.":, -· . ' ... · '.:'t.,,,;-· , 'S-=.:.S:::°f ;i~~:~~1£5.'::' :,~,433/,nSi·:E-!1:~ ,:i?:: i:'~;--_'l-;" ':'·:: ·;~ -~ _./:;; .:'< I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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. 0 YES ONO 2. I {have / have not) signed an application for a building permit for the proposed work. 3. I have contractedwith 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):. ______________________________________________________ _ PROPERTY OWNER SIGNATURE_-:::-;;:::;;;';;::~:::;:::::;::_::::-;::;:::;;;;::;;:;::::::::::::::::;:::;::::::;:::;;:::;::::::;:::;:;;;:::::;;;;::;:::;::;;;;;;::;::;-::::;: DATE-------~-~_et,_mlf:fi!:~ .. J~gJj[lf,~{,:'Pi:«Q'(j,;{ff$/P,ENt/A:(f,JJltpf~~_j~{f!Vll;f~QN,Y~...0~,i!<', :::':,;;;,;,~:.:z.~..::.:~;;::rs::?J}!r'.;tttf:.:·:::·;!::')'.)t 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? 0 YES D NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D 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 OFF'ICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. tru:..i/i.<rS?~@P.rlo~. ~~-filPJM:~<mi1.t:Y:'..:·::~-:~ ___ :,,·~-~-:... ___ ._,. . . I 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 LENDER'S ADDRESS_:=;::::::;;:;;;::;:;:::;:;::=:;;:;;;:;::::;:;:::::;;::::;:;:;::;:::;:;:::;:;::;::=:;;:;;;:;::;;:::::::;:=:::-:;::::;;;:;::::;:;:=-;:::=::;::; ~At'P~tcANI&E.BDFJCAiffoN· .. -. c:-· .: __ ._.:-::::..~:·:.1.-:~:::-_~~--::.~:·.;::.~~--::.7i.:::1~::::_--:_,;;_1.,:.:, .. ;·.·.~:-~'.~::JE:.:.::f:i.:.f;::··-.·:\,;,,':.t,-::::::;:;,~:;.;.;-:.::.'~-}:"':.":,7'~"~T;:-::.:-::::Il 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 Citt 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, ,/UDGMENTS, costs AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: Ah 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 Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 d m the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for 10d of 180 d (Section 106.4.4 Uniform Building Code). DATE _q~Jt_=1-1-/=t-0,,,_,0"'-') ___ _ : File YELLOW: Applicant PINK: Finance •: • 't_---..._ . . r~~m~I UNSCHEDULED BUILDINGINSPECTI ,----~ DATE . 9 p>/4 'L- , /-:J//~ /3:J/3 PERMIT # ·2..t 81 s= JOB ADDRESS / 99 I /?vr~~lf/2 /l.l?, INSPECTOR ""',L/ ____ _ • .· PLAN CHECK# ____ _ DESCRIPTION ___________ -,---------,-- CODE :DESCRIPTION ACT COMMENTS I_ ' (.;..., .. ~. fnspection List Permit#: CB013313 Type: Tl INDUST ISIS PHARM-19,000 SF TI-WARHS, LAB/OFFICE TO LAB/OFFICE Date Inspection Item Inspector Act Comments 09/12/2002 89 Final Combo TP AP 07/16/2002 89 Final Combo TP CA CANCEL BY CONT. 07/10/2002 89 Final Combo TP NS 06/19/2002 89 Final Combo TP NS 06/07/2002 89 Final Combo TP NS CONTR. NOTIFIED 06/05/2002 89 Final Combo TP NS 05/31/2002 89 Final Combo TP co 05/29/2002 11 Ftg/Foundation/Piers TP NS 05/28/2002 89 Final Combo TP NS 05/22/2002 89 Final Combo TP NS 05/21/2002 89 Final Combo TP co 05/20/2002 89 Final Combo TP NS 05/16/2002 89 Final Combo TP co PART WALK THRU NOTICE ATTACHED 05/15/2002 89 Final Combo TP co PARTWALKTHRU, EQUPT. ENCL. 05/01/2002 19 Final Structural TP co 04/16/2002 89 Final Combo TP co 04/15/2002 34 Rough Electric TP NR 04/15/2002 44 Rough/Ducts/Dampers TP NR 04/09/2002 24 Rough/Topout TP AP LAB U-WALLS 04/09/2002 34 Rough Electric TP AP LAB U-WALLS 04/09/2002 44 Rough/Ducts/Dampers TP AP LAB U-WALLS 04/05/2002 14 Frame/Steel/Bolting/Weldin TP AP T-BAR CEIL @ LABS 04/05/2002 24 Rough/Topout TP AP 04/05/~002 34 Rough Electric TP AP CEIL LITES@ LABS 04/05/2002 44 Rough/Ducts/Dampers TP AP DUCTS, PLMNS, EXHST @ LABS 04/04/2002 14 Frame/Steel/Bolting/Weldin TP AP TSAR CEIL#L120,L121,105 04/04/2002 24 Rough/Topout TP WC 04/04/2002 34 Rough Electric TP AP CEIL LITES #L 120,L121,105 04/04/2002 44 Rough/Ducts/Dampers TP AP DUCTS, PLMNS, # L 120,L 121,105 04/02/2002 18 Exterior Lath/Drywall TP AP EXT. INFILL WALLS 03/29/2002 17 Interior Lath/Drywall TP PA 1 HR WALL PENT. 03/28/2002 23 Gas/Test/Repairs TP AP 24 HR TEST 03/27/2002 23 Gas/Test/Repairs TP Pl START 24HR TEST 03/26/2002 23 Gas/Test/Repairs TP co FAILED TEST 03/25/2002 23 Gas/Test/Repairs TP Pl START 24HR TEST 03/22/2002 23 Gas/Test/Repairs TP NR 03/22/2002 24 Rough/Topout TP AP VENTS FOR HOOD CUP SINKS 03/21/2002 44 Rough/Ducts/Dampers TP co 03/20/2002 23 Gas/Test/Repairs TP NR 03/20/2002 24 Rough/Topout TP ~o FUME HOODS PLUMB @ CUP SINKS 03/19/2002 23 Gas/Test/Repairs TP NR 03/19/2002 24 Rough/Topout TP co FUME HOODS 03/18/2002 17 Interior Lath/Drywall TP AP F.C. PENT@ 1 HR CORR LAB SIDE 03/15/2002 17 Interior Lath/Drywall TP co FIRE CAULK 1 HRWALL@PENT. Thursday, September 12, 2002 Page 1 of 3 ,,_ '( • V .,.... -~ ,. 03/15/2002 21 Underground/Under Floor TP WC 03/15/2002 23 Gas/Test/Repairs TP AP GAS EXT. TO NEW MTR LOG 03/14/2002 17 Interior Lath/Drywall TP co PATCHING 1 HR CORR ABOVE CEIL 03/14/2002 21 Underground/Under Floor TP WC 03/14/2002 48 Exterior Appliances TP WC 03/12/2002 17 Interior Lath/Drywall TP NR FIRE WALL PENT. 03/12/2002 24 Rough/Topout TP co PLUMB VENTING FOR HOODS 03/11/2002 14 Frame/Steel/Bolting/Weldin TP co T-CEIL 03/11/2002 24 Rough/Topout TP co IMPROP. VENTING FOR PLUMB@ HOODS 03/11/2002 34 Rough Electric TP AP CONNECTION TO GEN. 03/08/2002 14 Frame/Steel/Bolting/Weldin TP AP T-GRID CEIL A-G LN 03/08/2002 34 Rough Electric TP AP CEIL LITES A -G LN 03/08/2002 44 Rough/Ducts/Dampers TP AP DUCTS, PLMNS A -G LN 03/06/2002 14 Frame/Steel/Bolting/Weldin TP AP AIR INTAKE RM. @ EQUPT. MEZ. 03/06/2002 14 Frarne/Steel/Bolting/W eldin TP co T-BAR CEIL@ LABS 03/06/2002 34 Rough Electric TP co 03/06/2002 44 Rough/Ducts/Dampers TP co 03/04/2002 14 Frame/Steel/Bolting/Weldin TP NS 03/04/2002 34 Rough Electric TP NS 03/04/2002 44 Rough/Ducts/Dampers TP NS 03/01/2002 34 Rough Electric TP co LABS 03/01/2002 44 Rough/Ducts/Dampers TP co 02/27/2002 24 Rough/Topout TP AP LAB HOODS 02/27/2002 34 Rough Electric TP PA SUB PNLS, TRANS, NEW DSTB SECT. 02/26/2002 14 Frame/Steel/Bolting/Weldin TP co TCEIL@LABS 02/26/2002 24 Rough/Topout TP co 02/26/2002 34 Rough Electric TP co T-CEIL @ LABS 02/26/2002 34 Rough Electric TP co 02/26/2002 44 Rough/Ducts/Dampers TP co TCEIL@LABS 02/25/2002 11 Ftg/Foundation/Piers TP WC 02/25/2002 14 Frame/Steel/Bolting/Weldin TP AP MECH. PLATFORM@ ROOF A H-3 02/25/2002 14 Frame/Steel/Bolting/Weldin TP AP MECH PLATFORM@ MEZ. A H-2 02/21/2002 34 Rough Electric TP Pl MAIN CHANGE MTN. 02/20/2002 14 Frame/Steel/Bolting/Weldin TP AP T-CEIL RMS. 181-190, 192-196 02/20/2002 14 Frame/Steel/Bolting/Weldin TP AP N.E. WALK DECK SHTING 02/20/2002 15 Roof/Reroof TP WC 02/20/2002 24 Rough/Topout TP WC 02/20/2002 34 Rough Electric TP AP CEIL LITES 181-190, 192-196 02/20/2002 44 Rough/Ducts/Dampers TP AP DUCTS 181-190, 192-196 02/13/2002 14 Frame/Steel/Bolting/Weldin TP AP FILL WALL ABOVE LAB 02/13/2002 17 Interior Lath/Drywall TP AP FILL WALL ABOVE LAB 02/13/2002 17 Interior Lath/Drywall TP AP RM 114,116 2ND LAYER CEIL 02/11/2002 17 Interior Lath/Drywall TP AP RM 105, 104 02/05/2002 17 Interior Lath/Drywall TP AP LAGS RM 113,115, 117-119 02/05/2002 18 Exterior Lath/Drywall TP WC 02/01/2002 15 Roof/Reroof TP AP SHTING @ NEW ROOF CURBS 01/31/2002 15 Roof/Reroof TP NR 01/28/2002 11 Ftg/Foundation/Piers PY AP CONCRETE MECHANICAL PADS 01/28/2002 21 Underground/Under Floor PY WC 01/24/2002 14 Frame/Steel/Bolting/Weldin TP co Thursday, September-12, 2002 Page 2 of 3 ..,._ r ~ fl, 01/24/2002 14 Frame/Steel/Bolting/Weldin TP PA WALLS 01/24/2002 15 Roof/Reroof TP co 01/24/2002 24 Rough/Topout TP AP LABS 01/24/2002 34 Rough Electric TP co 01/24/2002 34 Rough Electric TP PA WALLS 01/22/2002 15 Roof/Reroof TP NR 01/22/2002 17 Interior Lath/Drywall TP AP WALLS@ 181 -195 & Ll20 01/18/2002 24 Rough/Topout PD AP 01/17/2002 1~ Frame/Steel/Bolting/Weldin TP AP WALL@ 181-195 & L 120 01/17/2002 15 Roof/Reroof TP WC 01/17/2002 31 Underground/Conduit-Wirin TP AP U/G CONDUIT TO GEN. 01/17/2002 34 Rough Electric TP AP 01/16/2002 14 Frame/Steel/Bolting/Weldin TP co 01/08/2002 44 Rough/Ducts/Dampers TP PA DUCT PRE WRAP 12/28/2.001 14 Frame/Steel/Bolting/Weldin TP co ND. BRACING DTL. 12/28/2001 34 Rough Electric TP WC 12/28/2001 44 Rough/Ducts/Dampers TP WC 12/24/2001 14 Frame/Steel/Bolting/Weldin TP co 12/24/2001 34 Rough Electric TP co 12/24/2001 44 Rough/Ducts/Dampers TP PA DUCT PRE WRAP Thursday, September 12, 2002 Page 3 of 3 • • • l ;J Information • .ToBuildOn Engineering • Consulting • Testing FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING April 12, 2002 Building Official City of Carlsbad Building Inspection Dept 1635 Faraday Avenue Carlsbad, California PSI Project# 059-059-10202-17 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING PERMIT NO.: CB-013113 PROJECT ADDRESS: Isis Pharmaceuticals 1891 Rutherford Road Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, all the work requiring special inspection, material sampling and testing.under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this 12th day of April, 2002 . Comments: PSI's Scope of Services included the following: Reinforced Concrete, Visual Fabrication Shop & Field Welding. Epoxy Bolt Inspections • Soil conditions at the site are substantially in conformance with those assumed in the soil investigation report #059-15074 by PSI dated November 6, 2001. • Footing excavations extend to the proper depth and bearing strata. • Compacted soil placement has been observed and tested. The backfill soil compaction conforms to the referenced soil investigation report. TESTING LABORATORY OR SPECIAL INSPECTION AGJNCY: Professional Service Industries, Inc. 6867 Nancy Ridge Drive, Ste E San Diego, CA 92121 .· ... ./Ju~ ,1-J/-Of'" ~drrian~E State of California Registration Number: RCE 43241 Expiration Date: 03/31/2004 Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 858/455-0544 • Fax 858/455-1170 11/06/2002 10:26 7607450163 . CTE PAGE 05 ~{?_~ ~ . ·A/ .; ''\'. ,, ...... ,, ....... , ........................ ,. ................................ , ................................................. ,................... ... .... ,... . -~ lnspe~tion History ~ • '. / 89 / ~ -o;i~-·---,,~--~,~;;;;;~~~ .. ~··-··--··-, ·-··"'··-··-.. -·,;;;~-;;-,i~;~;.~d··-··----··-.. -··--··-··-.. --,~.-----·-;;·.;,~-.~ i ~t·-·· _., ..... ,. • ._.,._,.._,,._,,__..,..ll_r __ ........ ,,,.-... .11111 .. ~-·T-I • ._,.,._,,lt_T .. _ll!.-ft-11•-••-•>1-f .. _a1-•,.-lll)' ... l6-.Cl)' ........ .._ .... ,fjlll•..-flillllll•,t ......... ,,,,,,,,,._ll'_.,.,..,._,,,_. ........ -1',_IA-fl~-fl• 10-SS48A ISIS • IBIS Addition 7/25/2002 Al Caca& Field Welding / Bolt 7:00AM 11:00AM Note,: .Called In 7/24/2002 2:35:00 P By Mike to deena RY: 4, OT: 0 .. 7/26/2002 Al Cacas Field Welding /· Bolt 7:00AM 9:00AM NotM: Called In 7/24/2002 2:35:00 P By Mike To deena RT: 2 OT: 0 7/29/2002 Bobby Motsinger Field Welding / Bolt 10:00AM 2:00 PM Not.: Called In 7/24/2002 2:3~:00 P By Mike To deena RT: 4 OT: 0 7/30/2002 Bobby Motsihger F'ield Welding / Bott 7:00AM 11:00AM No ... , Called In 7 /3112002 1 :~:OS ~ By mike To deena RT: 4 OT: 0 8/9/2002 Al Cacas Field·Welding/ Bolt 1:00PM 4:30 PM Notn: Called In S/19/2002.7:27:01 A By al To deena RT~ 3.5 OT: 0 9/4/2002 Mike Maddocks Soll Technician 1:30 PM 3:30 PM No•: Calle'd In 9/13(2002 7:52:35 A By mike To deena RT: 2 OT: 0 9/512002 Mike Maddocks Soil Technician 7:00AM 3:30 PM Notes: Called In 9/13/2002 7:53:15 A By mike To detna RT: 8 OT: 0.5 9/6/2002 Mike Maddocks Soil Technician 7:00AM 12:00 PM NotN: Called In 9/13/2002 7:54:11 A By mika To QHna RT: 5 OT: 0 9/11/2Q02 Shawn Mi:x Concrete Inspection 10:00AM 1:30 PM NotN: 4000 psi Called In 9/10/2002 12:27:06 By mike To deem~ RT: 3.5 OT: 0 9/12/2002 Shawn Mix Concrete inspection 10:JOAM 1:30 PM Notte: 4000 PSI Called In 911012002 12:27~oe .sy mike 'To deena RT: 3 OT: 0 Total RT 39 Total OT 0,5 Wedne~y, N9vember 06, 2002 Page 1 of 2 11/05/2002 10:39 7607450163 CTE PAGE 08 ' "'"' CoNSTRucnoN TESTING & ENGINEERING, INC. ESCONomo. TRACY. CO.RONA. OXNAlU) • LA:'IICAST-Im • SA(~RAMENTO INSl'ECTJON REPORT PAGr:: L OF l CTE JOB# _ss.._yS--,:1-,-: PROJECT NAM~: ! s I s ,6.. b ~ ADDRESS: I i'll tr~~~~ CISH> ARCHJT~CT: ------'------------~ .. l,:_ D ENGINEER: J.i..e.v,,,_ ---------------- CONTRACTOR: --------~ lNSPECTfON DATE.: 7~0--e}1_ PLAN FILE:-----------..,..-.- JNSJ>ECTlO~ ( )CONCRETE ( )MASONRY ( ) P.T, CONC. ~ELDWELb ( ). SHOP WELDING ( ) PILE DRJVJNO ( )' BATCH PLANT R.t:PORT if MATERUL 1t>ENTJFJCATJON CONC,MlXII/P~I ______ _ GROUT MIX/1/PSl~----- MOR'fA.R TYJ"'E/PSI. _____ ~ REBAR OR.ADE ______ _ STk. STEEL. i?:,C r ~ > H.S.BOLT _______ _ BLOG. PERMIT:------·--------( )EXP.ANCHOR MAS.IJLOCK. ______ _ OTHER:______________________ _(_)_o_rH_E_R~-----E-LE_cr_R_o_oE_$2 __ /_i_::6 ___ _ MAIER!AI., SAMJ'LUS!i. ( } CONCRETE ( ) MORTAR ( )GROUT .( ) FIREPROOFJNG ( ) STRUCTURAL STEEL ( ) BOLTS . ( ) MASONRY BLOCK ( ) REBAR • • •• .... • ....... d' \ ••• , ., ........... '!''''9'"9'~ ......... ' "' ...... ...... • • • •• ' • • ••• • .. • ' • ' ' Certification of Compliance: All work, urile8' oth,rwise noted, complies with the approved plans and specifications and the uniform bulldfng code. . , · GEOTECHNICAL&...C,.QlS.~-T.llUCifQN f:NGEJSE~.JJ~5TJN~; UN.~eJif:l'..!J..>.N 2414 VINYARD /\VI :Nllli. SUITH (i l;SC'oNnmo, C/1 CJ202l) (7(.,0) 1M1-4lJ:'i5 l'AX (7(,()) 74<,-9!!()(, j 11/06/2002 10:39 7607460163 CTE PAGE 07 .. CoNSTRllcnoN TES TING & EN GJNEERING, INC. ESCONDIDO. TRACY. conONA• OXNARD' LANCASTER • SACRAMEN'ro t.N~/INF:JlRINc;, INC. INSPECTION REPORT PROJECTNAME: /SIS ~~ -------'--- ADDRESS; I Y'i ~ t..,., ~~ tJ> . _______ c.~~il~ ARCHrfECT: -------- ENGINEER: lt.ui,,.,..g.. ~~~ CONTRACTOR: _ __,_ ___________ -___ _ INSPECTION DATE: __ /""'--.-2'-"'f ..... -0 ___ 2 ___ _ PLAN FILE:-.__,..-----~--------"""' BLDG. PERMFJ: ----....---~----- OTHER: ________________ _ INSPECTION ( )CONCRETE () MASONRY ( ) P.T. CONC. \.4.!IELD WELD ( ) SHOP WELDING ( ) PILE DRIVING ( ) BATCH PLANT ( ) EXP. ANCHOR ( )OTHER ~A'.IER!AL s.AMf LJNG PAGE_LoP_j en: Joa 11 57s' c/8.-,d ·- REPORT# ----- MATERIAL IDENTIFICATION CONC.MIX#/PSI ______ _ GROUT Ml)(#/PS! _____ _ MORTAR TYPE/PSI _____ _ REBAR GRAOO ______ - STR. STEEi. ti}~' MW • I H.S.BC>LT _______ _ MAS, BLOCK. ______ _ ELECTRODE_e7/r: ~ ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS INSPECTION PERFORMED, .JOB PROBLEM, MATl!RIALIDENTIFICATION, PRQGRESS, WORK REJECTED, REMARKS J1v1, ~ ----~--3" ¾. : ~"~[fl]~~ s,_c:,µ-e.v _ 1£.'K _ "f':11 ,_ µ .s~1 foe~ ,~ sf s ~ s1-o1 5~-~-1,. v-e,~ ... ~ . . . . ~-~()\ 'N~. -~-.. · ... ~ -~~~-. Certfffc:atlon of Compliance: All work, unless otherwise nQ.ted, complies with tht approved plan the u11trorm building eode. · NAME:(PRINT) f<..-~~l~~--,...,,,..._- C'ERTJFICATJON NO: ----~~ .. ~_])119p.' .. __ 7Z,_. __ , .WiQTECHNKakA.!:;Qt!S.'.fJUJ(;1'!Q~ ~NGENF:ERING "l:f.STING & lNSPH::IJ..Hl'S 24.Jil VINYARI) AVl·:NU(\. SUJ')"I,: (i, !iS<."ONt)lfJO. CA '>2P~9 (7h0) 74(,.4955 1-'.-\X (7(,0) 746-'Jl!O(, 11/06{2002 10:39 7ij0746~163 GTE PAGE 05 . . '..f & CONSTRUCTION TESTING & ENGINEERING, INC. e;; C ESCONDIDO•TRACY •CORONA •OXNARD •LANCASTER SNOXNP.ERJNO, tNC. INSPEC.TjON REPORT PAGE_,Of_ CTEJOB # Jt) --!.?? if<t:5,,4 . PROJECT NAME: )4:>t !? ADDR:ESS: t'$91 /(tlf/./6&1:t:?tf.D /{.[), e-,1 tr !::.f;, 1M 0 ARCHITECT; __ .,..f/ ...... ·0 ......... /?...,.__:---____ --'-__ ENOINEER: ()6V!Nt; CONTRAcrO~:. (.q.Ot!){) . o/ Jf..Q~e:&7 ..S XNSPECl'ION DA.TB: 2 · 6 ' ;:_Q L PJ..AN'FttE: --------------- BLDG l'.SRMIT: _P/j,(v'Q I r( (¢ On!ER: ______________ _,;,.,,,._ REPORT# ______ _ Material Sampliq ( ) CONCRETE ( ) MORTAR ( ) GROUT, ,( ) FIREPROOFING ( ) MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL ST.EEL ( ) BOLTS · k;rJ;l,DEJ(; _ '9()/3 ;n 1 7!0 IV t\,...-L.-6 73 ze, R e·etv e ,K,€4(01(211/ -kC.&:Z:lC:4 I ~· HO!U'Z ,, TV'f2_e5., (Eta -SHEET:_ Si,() NAME: (PktN'l') A Lr-Cai k:.d 5 _ CER'i'!i-JCATION NO: (1? ~ b';? 6 ). 7 -1 ~. ,,c.:)_ SKiNATURE ~ c-cq::::fdx:k ,GEOTT::C'HNlCAL & C'ONSTRUCTWN ENGINEERINC TESTJN(; & l:'IISJ>J-~("l'ION ~-l 1-l ,1fl\'F.YAR r> ,Wf':Nl!I.~ SUITE G tSC"ONOfl)(-J. ('A •.1~c:;:,1 1 ~'1(11 i4f,,4•J:-~ FAX , "/r,11, ,~,. •1K<>1, 11/06/2002 10:39 7607460163 CTE PAGE 09 &', CoNsTRucrmN TESTING & ENGINEERING, INC. 0 ., 0 ESCONDIDO• TRACY •CORONA •OXNARD •LANCASTER f!NGJN8Ellt'i4G, INC. INSPECTION REPORT PAGE_OF_ CTE JOB # 0---5~r£:JB: 6 PROJECT NAME: +f=~+t2~. ----------- ADDRESS: l ~'l( _· /?.(,)r'Ht;'(f F(Z!s.D fir((t.. 5 t2lt0 A~CfUTECl': H. D --e-.. .............:..Ll~------------ . · ENOlNEER: D S' I/; IV'f,;, coN'rRAcroR: Gpoo_ 4 · SaatrRU _ !NSP~CTION :OATE: 7 ·· ?.,_; ~O 2-.. PLAN FILE: ----~---_;_ ________ .;.._ BLDG PJ:!:RMIT: _ _..,_B,"""p::"""io/.;.,t:p::;...1'""/Y~C.~~------- OTHER; _____ ---,-___ _. _________ ....... REPORT# ______ _ Material smnpling ( ) CONCRETE ( ) MORTAR ( ) GROUT ( ) FIRJ:PROOFING ( ) MA,SONRY BLOCK ( ) REBAR { ) STRVCTORALSTEEL ( ) BOLTS NAMt~: (PRINT) ,A (,, .. C,,A'-'i4.''7 CElnJFlCATION NO: (Y' q16 ':;, 6. ).._ t-·'t;, ~ Ila with t~ approved plans and 1pecffleatlons and.the ·· · .. ,.~~~:,;:): .. ~~·~ .. ·· :, .. · ·.··.:·:,,···. . ,,., .. GF.OTECttNK'AI .. _ & (~91'.S,STlWCTIO'.'I ENmNF.ERINO TE.S'l'JNG & INSPl~~.T!Q~ ~J IJ \'ISE\'AR!5 ,WI~Sl.'fl Sl!l'll~ Ci tiSC'O~Dmo. (A t;;:n;:,, ,,11,')1 7.+l,,JCJ.~~ J:,\X '1h(), 'i,l(, 'IX/lh page 2!2 _24 •02 ~a:20PM;. . . 712 8400·; Jan .. , .. ·,·:·::.·.,:.::,;;·;_:::;':~ ••,tJ{ '°'·!•: ~ , f • •.• •.• , ·., _,:.,;..,.•~•••••••s~:-';'.'';Fu,•-::;_.,\,1•~~t.:•"'-:0',:~,-1,'•:.;r~~r.~ •.. , :;,~~·.,:,,,•-'.•:.>:•:.;•:.•,-• · ·,•, ,·',,•.'• .',' ,.• ' 1:"','.·/~•:,•,.·,;, 1,t, iti'.1tt:I it1~'!~~~f'.f~1;)~~n~rt/:·t:2:~i:;\tf ;t:t'i :·-:-::'.·,: ::,_:·-. :i·\?:;~:!il!lt!• .,.,.,,,•,/?~ .,,;;,, ,,, .... ,•,, . : ,. '\:·,,·j :. I .1, ..... :...~ •• : ... :.. .... -',.. ... · •.• ; • _t ·,.:·:· . : _;~7:\:.'i?~ }; · I · · · ----------..:_ __ ···-. .. -·:~ .;;_; .. : . . ,•', t•:: ! ··.-: ·: .) ·1 -----· -. _)' :. f(.:1·· ... .. . )f'; , .. j: " :• .-:t .. I if If' · rr 1 ~:i' ! ._:;. 1".'1 ., ....... I. . . ;.1!'11.S: I •,•:: ~t i r I . 'i,;:." }· '/ .. I , .. fJ_, I ·!P:, I 'fuNQERSIOE OF' ROOF" f•I, , •} I'• . ;~ I • ·:. UNOERSIOF.: OF . STRUCTURE WHERE ·IT; OCCURS / . : WALL SCALE: AT STRUCTURE 3" .. 1 ·--0·· " 'y STRUCtuR.E EXISTING MTL. FURRING IS REO. io GA, SLOTTED META!.. TRACK AT TOP OF WALi-.· SIMILAR TO SL.,P-TRK {RE:F: IBCO £R· .. 53~4). ATTACH TR~CK TO STUDS WITH #.8 .. WMERHE'AO SCREWS ATTACHED THROUGH SLOTS AT CENn'.R OF s1.or. 00 NOT AiTACH SCREWS iHROIJCH OR'tWAl.l TO 1RACK. eeoo•1ao,.11wg 9601 62838 & {:-;;f i..:_;_: \ ... ··~ ' UN0£RSl0f WHERE JT F'Ul.L H£1Gf-,a.r,r~ 11i:-,. ·1· •, . ... . ;._·._ . : '.: ~ . ,:·· . ·-·. -~·. •.- ·::::.:./:': ,:_~--·-~-.: . -·, ... ··\· ... ····· ;• .. ····. \ . .... ,·.-· · Wednesday, Ja,iuary 23, .. 200212:12 PM Mike Devine 858-748-6011 p.02 . •.• .. -----·-. -----------~-- DEVI.NE ENGINEERING; INC. 12316 Oak Knoll Rd., Suite C. Poway, CA 92064 (858) 748-6168 -· -----;-·--;---·------ .. -----·~ --r-r-· I ctr. o) · . JOB J •. PI -J,.. . -.• -~EETNO .• rx :.. I y OF·--.---.""7""- CA:.CULJ..Ti:O B'f...J.m~L--=--'---OATE l / '3 /o)_ CHS:CKEDB'<'-------DATE ____ _ SGAl.E -___ _. :· ----------/ E.N. 2fl GA. TRACK W 2·'! '-,l;iiiiiii!i!ii!!l!!!!!!ff----eM:e EA. FL~ i :~ . l JOl5TS F~ FL.A~~----·~ 3-'la, SM6 EA. STUD -- }I -------$TUD$ • l6 1 L fl,,~ x I½ x 2t; GA. CCNT. WI '8 Si'"te • e,• TO 6LK'G . .e.N. THRJ FL "r"WO. 'AN:il.E Cht.>t:;~ h ?./4 ,, T n,·--6 . n, K / ' n ol Yeq_/J, Th,:i {k./-&r: J tfil .. ~ ~Cw:-rllU11SIYMSllmJZJ.1 l '°Q!C/ ,'t··.' ·\ ·:.: '.·. ·.··· . ·: .. . . · .. I· I :: ••• ,; r. , ·.•: !· ....... :. ;_:·:::::·_:\:_ Tuesday, January 22, 2002 2:'12 PM Mike Devine 858-7 48:6011 p.04 ----------·-·· -. ------. --. --.. ---: .;. ,:.. --..; ___ .__··. ;_~· ___ -.ioe-1SiJ TL 1 b;.1 L"'h .. -·---{ -1.S'. {j3 ..... ! . . . : . . ~ " . ,_ T l ! . L DEVINE ENGINEERING, 1Nc. · · ·· · SHEETNO. ·· 5x--1 i· · · oF·-__,_---- 12316 Oak Knoll Rd., Suite C IAIIL i n•TE_!...lt l:.....~.:...:~e.;,<'-><'0~1'----Poway, CA 9206.4 CALCULATeosY ... · r:!1....;. _______ "" -. • (858) 748-6168 CHECK!D.BV DATE.------ SCALE •, -. : . ' ~--. . : ' . •• •I••• .. 1, ' ' .. ; .,.,.,. ' .... ii-+-~ I i ... ;· ........ , . ; • . -~-~-! • . ! l • • • j -~ • • . ; . ' . . :··-~ I ; •,·. •• ! • : ... ' .. : . ; ... . ; . ~- I ....... ·i ..... ' .· !3#~0 ~:~s~-p~r-.fh1~ .. ~ . . . : . r~".'f'-~i : . ' .. . ' ' .·':~·\··! fZFT ·019 toisf: '.( ,, .;; C I I . ·,.,:; ·.·:· :·:-· •, ..... · ..... . . . . ·: .. . ·;,· . ... ·:··:-· . .. . -.. . --. -::.~----~·-:_ ..... , . . . ·.· ... 1 1··.·>>Y ;-.'-·,·.· r· .· . ·· .. Tuesday_ January 22, 2002 2:12 PM Mike Devine-558-7 48-6011 p.03 ---·-·-·-· ---·------·--------. ,r-7~T TI ....•. JOB ..J-:i DEVINE ENGi-NEERING: iNc. · -SHEETNO. · ~K-,..t-----OF 1 12316 Oak Knoll·Rd., Suite C h-,. l l -OATEfild-.;.;.,_O..,_J. __ Poway, CA 92Q64 CAlCULATEDBY - (858) 748-6168 . Ctteel<EPBY ________ _ DATE-------- I · --=-1·-, ,. r ••• l. ! .... !- ···f .. -----.. . SCALE i I . ···~··. ·1- ·+ .... ,: . , .. ', t: ·-1 I j I : ' '. ! . . 1· -· '"t • . ~ . ! ' .. ; . ... ;. ~ .. , .. -~ .. I ! ~ ! : ' ' . . ' ···-" . ···+· .. i : . ....... \ .. ·1 ···• i .. --.. -' ..... i t . ····-··--!··· ' i ' , .... , .,.· .. :, ..... .. ,, ..... l • 1 ........ : : . II /'n C/·i ·; b 'ott 1J(''ll.t f ••• b .i:f I~ ~~J t.y~ ... '. .. ! ·r· ' i .............. ! i ... _ .... : ' ' . -1 ....... : __ ~ .!. i . . ,: ···: .. .. i- -_; .... i i ... --~ ' . ~ . i . . ... ·-·· . / -·:-·.··~ .... -·· . ·:.·, :-:-·-.:~·-.. :@ ::: . ·.' ... ···.· . ' .. ·-. ... . I ·.· r;=._::::;-;- . . . . . 1· •·. I· ... - 1···~.: \\: Tuesday,.January 22, 2002 2:12 PM Mike Devine-858-748-6011 p.05 ---. ·------~ -.. -----------·-. -. - . .. ·-------------------·. T·-su--Tl .... -. J b1~ .L 4 b JOB ·_ . -. ~-... --- DEVINE-ENGINEERING, INC. - · 12316 Oak Knoll Rd., Suite C · Poway, CA 92064 (858) 748-6168 -· · · ·.'::-£)(.:. ·"/3 o; . SHEE'T'ND. I,\,. I ' ---. DATE _J / '"J "'\ / a• - CAI.Ci.JlJ\TED BY'--!.1:..!...:. • J"'~-----~ -CHECKED BY _______ _ OATF. _____ _ _ SCALE ® . -· ---· -------------------- / .. ;. "-~tf~e.) :tl'len~ . . . . ' _ge~is~~. ; ~~I .tr; . $~~!~~ : ... 4 : ~u,:~:'l '': 4_,.: ... ' II') <:) . () .... . ri ..... r: i :· ' :, .ho~:,,. . !' . . Pro-vitA.<. ( X C Sk~e,,,s · I"\.. .,._ ' 1 -. I _,, ,, • t"f;:!rp. . ro J ., ~ r .(__ <. .-C> • r>JJ ..,_ '@Ji'Jic-.l-i: {;{nt'f-_ ., l -' ' . . . t. I. . . ,~' 0 5X-J3 • • ;r ·, -·. .... :; .... I • • ~· • ----~_----,,..... -------·. ----------------.:.,:. __ -·· : _.._._· ·.· .. .·:.·:·· :··:. · . . .. 1.:.-:,;-· I :_-. _: .-. ·:::: I I I I ,, ! . .. :-> DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., SuiteC Poway, CA 92064 (858) 748-6168 .. :,_ ---~-.. .. ·o . .. . ~-I. . li.1' .. I I' II . . cc..~. IT • ~o ... . . . . Joa-Is,·s TI St'EEl '10. ~ x-1_ -O~·--- CALCULATED av ..1!1J,,L,____ ___ oA,L.--=-ll:...J/'-l_<1t_./'-o_t __ Gtl!:CKEOBY ________ 0.4.TE------ SCAl.E--- ·--·~ __ . --~. --~-·- 5)(--:J. : ... ·: ~ (J~~~e ,:.k ... ~·e,)1~j-. Jbi~t; ~i'~.•4~~ ;,./ '"~'<14-~~-by : . , E~te M~y' a i, G~.tA ~ ( ~l:>~f.rJ·t"'·· ---·-·--------------- ·1 l I I DATE: 10/31/01 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3113 EsGH Corporati-on '.Zn Partnersnip Wit/i, qovemittent for 'Builaing Safetg SET: II PROJECT ADDRESS: 1891 Rutherford Rd. ~~T ~: D PLAN REVIEWER D FILE PROJECT NAME: Mechanical Equipment Mezzanine (Structural Only) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. • 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. 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 a·pplicant contact person. D The applicant's copy of the check list has been sent to: • 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#: Date contacted: (by: ) _,__ Fax it: , Mail Telephone Fax In Person I . . :...··.?,3"',, • • REMARKS: The engineer bf record must complete the attached city "special inspection program" form for the special inspection items listed on sheet ,Sj .·1. By: Chuck Mendenhall Esgil Corporation O GA D MB o EJ o PC 10/25/01 "\:·•I:, •' . : ~··. Enclosures·: · ?·-' ,:., ' t ,1• '! ' f .. . ~~~~tt;' trnsmtl.dot 9320 Ch'esapeake Drive, S~ite 208 + San Diego, California 92'123 + (85S) 560-1468 + Fax (858) 560-1576 'iv EsGil Corporation 'l.n Partnersliip witli {jovemment for '13uitaing Safetg ' DATE: 10/11/01 D APPLICANT ~ JURISDICTION: Carlsbad Cl PLAN REVIEWER D FILE PLAN CHECK NO.: 01-~113 SET:I PROJECT ADDRESS: 1891 Rutherford Rd. PROJECT NAME: Mechanical Equipment Mezzanine C I s I S) 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 submitted 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: HOR Architecture, Att'n: Leaf Blevins 9444 Farnham St, #300, San Diego, CA 92123 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. • Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Leaf Blevins Cv-H) Telephone#: (858) 712-8400 Date contacted: 10 /,,/ o 1 (by:~ ) Fax #: (858) 712-8333 Mail --Telephone v Fa_x,/ In Person D REMARKS: By: Chuck Mendenhall l;:sgil Corporation D GA D MB D EJ D PC Enclosures: 10/1/01 trnsmtl.dot 9320 Ch'esapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3113 10/11/01 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: dl-3113 OCCUPANCY: Fl TYPE OF CONSTRUCTION: III N ALLOWABLE FLOOR AREA: SPRINKLERS?: yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED:10/11/01 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Equipment Mezzanine ACTUAL AREA: 1272 Mezz Only STORIES: NA HEIGHT: OCCUPANT LOAD: 4 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/1/01 PLAN REVIEWER: Chuck Mendenhall 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 access for the disabled. 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, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited c\re based on the 1997 USC. 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. 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 when you submit the revised plans. V Carlsbad 01-3113 10/11/01 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 of two ways: . 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, Carlsbad, CA 92009, (760) 602-2721. 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. • PLANS 2. Is this an open mezzanine ( Open to the floor below)? If so, provide guardrail construction details. 3. Include with the plans dimensional and construction details for the access stairs. 4. Note on the plans that the permit application is for structural only. There is no mechanical, electrical or plumbing included with this permit application or plans. 5. 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. 6. Include with the plans sheet S4. t. the typical spread footing detail is referenced to detail 2/S4.1 on sheet S2.0. 7. Detail on the plans the connection of the steel beams to the existing tiltup concrete wall. See detail 5/S3.0. it is not clear how the MC channel is connected to the wall at the beam supports or along the length of the wall between beams. Se~ the last page of the design calc's. 8. It appears that the LL on beams No. 3, 35, 21 is not adequate. The listed LL is 125 PSF with an 11.5% reduction X tributary width of 1 Oft. the LL should be .88 X125X10/1000= 1.1 KLF. The design is using .617KLF. Please clarify. Carlsbad 01-3113 10/11/01 9. It appears that you are using the existing tiltup wall panels to resist shear loads from the mezzanine. Include in the design the ability of the existing walls to support existing lateral loads combined with the new loads from the mezzanine. 10. Include in the design of the braced frames the ability of the connections to resist the seismic loads X n plus any axial DL. UBC 2213.8.3.1. 11. Include in the design the ability of the existing tiltup panels to support the new concentrated loads from the new beams. Are there any openings in the existing tiltup panels at the support of the new mezzanine? Please clarify. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, 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 Chuck Mendenhall at Esgil Corporation. Thank you. Carlsbad 01-3113 10/11/01 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN. CHECK NO.: 01-3113 PREPARED BY: Chuck Mendenhall BUILDING ADDRESS: 1891 Rutherford Rd. DATE: 10/11/01 BUILDING OCCUPANCY: Fl TYPE OF CONSTRUCTION: III N BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. mezzanine 1272 25;0() -Air Conditioning Fire Sprinklers 1272 1.80 TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance ., ,.. , Plan Check Fee by Ordinance I ,.. I Type of Review: 0 Complete Review D Structural Only D Repetitive Fee 3 Repeats Comments: D Other D Hourly I H~ur * . Esgil Plan Review Fee ($) 31,800 2,290 34,090 $270.79! s110.011 $151.641 Sheet 1 of 1 macvalue.doc 8 • " ,_ \ \. STRUCTURAL CALCULATIONS for ISIS PHARMACUTICALS·, T.I. STEEL MEZZANINE 1891 RUTHERFORD CARLSBAD, CA 92008 Prepared for: HOR Architecture, Inc. 9444 Farnham Street, Suite 300 San Diego, CA 92123-1300 Prepared by DEVINE: ENGINEERING, INC. 12316 Oak Knoll Road, Suite C Poway,. CA 92064 (858) 748-6168 September 19, 2001 Project #195.04 C/6t> r 3(lJ ~ JOB Is,..i TI DEVINE ENGINEERING, INC. SHEET NO. OF 12316 Oak Knoll Rd., Suite C mz..6 Poway, CA 92064 CALCULATED BY DATE (858) 748-6168 CHECKED BY DATE SQALE -J ! : ..... : ..... : .... ····-!-.. ·· ..... i ....... ; .... ···•;• ................. !. ,, . .. , .. ····! ..... ; ...... : ...... :........ ... . .. :. . .... . . ,;., ... i···--....... . ... ····,· . . . . . ! ~-.. . .,.. . _. ... ..... · ......... i ........ ,! ...... ; ........... · .. .. ··:····. ·: ... ·-······ .... ; .... --~ ., .. • .• ... ··!·--.... f .. . ·;··· ... i .. • .. ;·. • . "? .. . ; ......... L ...... 1·· .. ····~ . . ..... . .. ": .... -~ .... j .. .. .. ·f .. i··· ... ··:· ····} .. _•:r-J-=1!~~:1-r .r}--:-;~~::-r 1;{1:_::-:r: ;.-1:-:·····• •·:·· · ... :••. ,... : .: ..•... ·: •· , , , WJ.e,,Ve lf<..j.~, , , , , , , , ¥ , b , , , . , .. ! ........ = .. . ··-· rJ::i _:: -1 ~-:--l · -!-,-: l~ -f _EI !:~i 0:/f !: ~-;-+-r -+ i -/ •+ ~,J _;_ L :-_; __ : --i )l lf-f JL; . : + ; _' : -···· --•• __ -.. . ....... i .... 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RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBCl Floor Type: 1 IJ Floor Map I I Ii I I I 11 I I 11 I I 1117 I I 111 ~ 1J 09/17/01 12:37:45 I\ " ~ ,, .. ,i,- ~ ~ ,, Ni ~ ,11111111111111~ r I 1/,, Floor Map ,., · RAM Steel v7 .1 Page 2/2 __ l Devine Engineering, Inc UM DataBase: IsisTI4 09/17/01 12:37:45 INTHNAr~)'111. Building Code: UBC 1 Surface Loads Label DL CDL LL Reduction Mass ])L 11111111111 psf psf psf Type psf 1 60.0 0.0 125.0 Reducible 0.0 r11 RAM li'ffEiNATICN'>J. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBCl Floor Type: 1 Floor Map 09/19/01 11 :37:52 " . RAM Steel v7.l ' ;,·, i. Devine Engineering, Inc RAM DataBase: IsisTI4 1~ffE1NATKN•J. Building Code: UBC 1 Decks: • Deck Type Non Composite VERCO B Formlok Floor Map Orientation 0.00 degrees 0. 00 degrees Page 2/2 09/19/01 11:37:52 1rl1 RAM1 IMTE,NAT~'.:t'1'J. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBCl Floor Type: 1 N ~ ~I W1001 W14x22 ii W14x22 ..-3;: I W14x22 D W14x22 N ca>e.~~ ..,.. $, ~4x22 0 l co ..-$ I I W14x22 I W18x40 Floor Map I W1.4x22 0 l co ~ I I 17 Wt4x22 ..- .~ CD ..-. 3;: I I W18x40 I N ~ ..-s· W1001 N ~ ~ D N ~ ~ 09/17/01 12:37:45 Wt4x22 ,,, UM INTEiNATl::N•J. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Floor Type: 1 ...... I 38 53 39 . ----N '56 I D I 43 a, I.O '57 I.O ('I') 55 19 Floor Map 09/17/01 12:37:45 40 I 58 (") I ...... N CX) 22 D 7 4 I.O 0) 11 10 ,,, RAM INTERNATIONAi. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBCl Gravity Beam Desi2n Floor Type: 1 Beam Number = 1 J-End ( 4.25,36.50) Page 9/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SP AN INFORMATION.(ft): I-End (4.25,31.50) Beam Size (User Selected) = W14X22 Fy = so:o ksi Total Beam Length (ft) = 5'.00 LINE LOADS (k/ft): Load Dist 1 0.00 5.00 :t>L 0.424 0.424 LL 0.883 0.883 Red% 0.0% ' Type Red SHEAR: Max V (DL+LL) = 3.27 kips fv= 1.09 ksi Fv = 18.90 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max.+ 4.1 2.5 0.0-1.00 1.69 33.00 Controlling 4.1. 2.5 :o.o 1.00 1.69 33.00 REACTIONS (kips): Left Right DLreaction 1.06 1.06 Max +LL reaction 2.21 .2.21 Max +total reaction 3.27 3.27 DEFLECTIONS: Dead load (in) :;tt 2.50 ft = -0.001 LID -58107 J:,ive load (in) at 2.50 ft = -0.002 LID = 27891 Net Total load (in) at 2.50 ft = -0.003 LID = 18846 Compr Flange fb Fb 1.69 33.00 r11 RAM INTERNATICNAJ. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Gravity Beam _Desi2n Floor Type: 1 Beam Number= 2 SPAN INFORMATION (ft): I-End (4.25;11.50) J-End (4.25,31.50) Page 4/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Beam Size (User Selected) = W18X40 Fy = 50.0 ksi Total Beam Length (ft) = 20.00 POINT LOADS (kips); Dist DL RedLL Red% NonRLL, StorLL Red% RoofLL Red% 3.25 0.00 10.25 0.00 14.00 0.00 LINE LOADS (k/ft): Load Dist 1 0.00 20:00 DL 0.424 0.424 LL 0.883 0.883 Red% 0.0% Type Red SIJEAR: Max V (DL+LL) = 13.07 kips fv = 2.32 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max+ 65.3 10.0 0.0 1.00 11.46 33.00 Controlling 65.3 10.0 0.0 1.00 11.46 33.00 REACTIONS (kips): Left Right DLreactio:n 4.24 4.24 Max +LL reaction 8.83 8.83 Max +total reaction 13~07 13.07 DEFLECTIONS: Dead load (in) at 10.00 ft = -0.086 LID = 2792 Live load (in) at 10.00 ft = -0.179 LID = 1340 Net Total load (in) at 10.00 ft = -0.265 LID = 906 Compr Flange fb Fb 11.46 33.00 r11 RAM INTERNATICNAL RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Gravity Beam Desi2n Floor Type: l Beam Number= 3 SP AN INFORMATION (ft): I-End (24.00,11.50) J-End (24.00,36.50) Beam Size (User Selected) = W18X40 Fy Total Beam Length (ft} = 25.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 2.50 4.64 9.67 11.5 0.00 0.00 0.0 0.00 3.25 0.00 14.00 0.00 14.00 0.38 0.79 11.5 0.00 0.00 0.0 0.00 21.00 0.01 0.03 11.5 0:00 0.00 0.0 0.00 LINE. LOADS (k/ft): Load Dist DL LL Red% Type 1 0.00 0.296 0.617 11.5% Red 14.00 0.296 0.617 2 14.00 0.176 0.367 11.5¾, Red 21.00 0.176 0.367 3 21.00 0.005 0.010 11.5% Red 25.00 0.005 0.01'0 4 0.00 0.300 0.625 11.5% Red 20.41 0.300 0.625 5 20.41 0.300 0.625 11.5% Red 25.00 0.165 0.344 SHEAR: Max V (DL+LL) = 32.52 kips fv = 5.77 ksi Fv = 20.00 ksi MOMENTS: Page 19/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. = 50.0 ksi Red% 0.0 0.0 0.0 Span Cond Moment @ Lb Cb Tension Flange Compr Flange ' kip-ft ft ft fb Fb fb Fb Center Max+ 143.1 11.4 0.0 1.00 25.10 33.00 25.10 33.00 Controlling 143.1 11.4 0.0 1.00 25.10 33.00 REACTIONS (kips): Left Right DLreaction 11.44 6.19 Max +LL reaction 21.08 11.42 Max +total reaction 32.52 17.61 DEFLECTIONS: Dead load (in) at 12.13 ft = -0.320 LID = 937, Live load (in) at 12.13 ft = -0.590 LID = 508 " Net Total load (in) at 12.13-ft -'---0.910 LID = 329 '' r\1, RAM Steel v7 .1 I ~ Devine Engineering, Inc RAM DataBase: IsisTI4 1NTERNAID'-JAl. Building Code: UBCl Gravity Beam Desi1:n Floor Type: 1 Beam Number = 4 Page 20/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I-End (24.00,11.50) Beam Size (User Selected) = W14X22 J-End (34.00,11.50) Total Beam Length (ft) = 10.00 No Loads SHEAR: Max V (DL+LL) = 0.00 kips fv = 0.00 ksi Fv = 18.90 ksi MOMENTS: Span Cond Controlling REACTIONS (kips): DLreaction DEFLECTIONS:· Dead load (in} Live load (in) Net Total load (in) Moment kip-ft 0.0 at 9.95 ft at 9.95 ft at 9.95 ft @ ft 0.0 Lb- ft Left Right 0.00 0.00 ·-0.000 = 0.000 -0.000 Cb Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb ,,, Gravity Beam _Desi2n RAM INTERNATICNAL RAM Steel v7 .1 Devine Engineering, hie DataBase: IsisTI4 Building Code: UBC 1 · Floor Type: l Beam Number= 5 Page 23/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I~End (34.00,0.00) Beam Size (User Selected) = Wl 4X22 J-End (34.00,14.00) Total Beam Length (ft) = 14.00 POINT LOADS (kips): Dist DL RedLL 11.50 0.00 LINE LOADS (k/ft): Load Dist 1 O;OO 14.00 Dt 0.600 0.600 Red% NonRLL StorLL Red% LL 1.250 1.250 Red% 0.0% Type Red Fy = 50.0 ksi RoofLL Red% SHEAR: Max V (DL+LL) = 12.95 kips fv == 4.31 ksi Fv = 18.90 ksi MOMENTS: .Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max+ 45.3 7.0 0.0 1.00 18.76 33.00 Controlling 45.3 7.0 0.0 1.00 18.76 33.00 REACTIONS (kips): Left Right DLreaction 4.20 4.20 Max +LL reaction 8.75 8.75 Max +total reaction 12.95 12.95 D}l:FLECTIONS: Dead load (in) at 7.00 ft = -0.090 LID = 1869 Live load (in) at 7.00 ft .... -0.187 LID = 897 Net Total load (in) at 7.00 ft = -0.277 LID = 606 Compr Flange fb Fb 18.76 33.00 r11 RAM INTERNAJlCNl\l RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBCl Gravity ~earn Desi2n Floor Type: 1 Beam Number= 7 Page 28/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SP AN INFORMATION (ft): I-End ( 44.00,14.00) l3eam Size (User Selected) = W14X22 J-End (51.55,14.00) Total Beam Length (ft) = 7.55 No Loads SHEAR: Max V (DL+LL) = 0.00 kips fv = 0.00 ksi Fv = 18.90 ksi MOMENTS: Span Cond Controlling REACTIONS (kips): DLreaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Moment kip-ft 0.0 at 7.51 ft at 7.51 ft .at 7.51 ft @ Lb Cb ft ft 0.0 Left Right 0.00 0.00 = 0.000 = 0.000 = 0.000 Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb 1,[\1 · RAM Steel v7.l I ~ Devine Engineering, Inc RAM DataBase: IsisTI4. 1NTERNATO\IAI. Building Code: UBC 1 Gravity Beam Desi2n Floor Type: 1 Beam Number= 8 Page 27/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I-End (4.4.00,14.00) Beam Size (User Selected) = W14X22 J-End (44.00,21.70) Total Bea.m Length (ft) = 7.70 LINE LOADS (k/ft): Load Dist 1 0.00 7.70 DL 0.527 0.300 LL 1.097 0.625 Red% 0.0% Type Red SHEAR: Max V (DL+LL) = 5.36 kips fv = 1. 78 ~i Fv = 18.90 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max+ 9.5 3.7 0.0 1.00 Controlling 9.5 3.7 0.0 LOO REACTIONS (kips): Left Right DLreaction 1.74 1.45 Max +LL reaction 3,62 3.01 Max +total reaction 5.36 4.46 DEFLECTIONS: Fy = 50.0 ksi Tension Flange fb Fb 3.92 33.00 3.92 33.00 Dead load (in) at 3.81 ft = -0.006 LID·= 16286 Live load (in) at 3.81 ft = -0.012 LID = 7817 Net Total load (in) at 3.81 ft = -0.018 LID = 5282 Compr Flange fb Fb 3.92 33.00 . ' Gravity Beam Desi2n RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code; UBCl Floor Type: 1 Beam Number= 9 SPAN INFORMATION (ft): I-End (44.00,0.00) J-End (44.00,14.00) Page 25/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Beam Size (User Selected) == W14X22 Fy = 50.0 ksi Total Beam Length (ft) LINE 'LOADS (k/ft): Load Dist DL 1 0.00 0.300 14.00 0.300 2 0.00 0.300 11.50 0.300 3 11.50 0.300 14.00 0.227 = 14.00 LL 0.625 0.625 0.625 0.625 0.625 0.472 Red% 0.0% 0.0% 0.0% Type Red Red Red SHEAR: Max V (DL+LL) = 12.93 kips fv= 4.30 ksi Fv = 18.90 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft_ ft ft tb Fb Center Max+ 45.2 7.0 0:0 1.00 18.71 33.00 Controlling 45.2 7.0 0.0 1.00 18.71 33.00 REACTIONS (kips): Left Right DLreaction 4.19 4.11 Max +.LL reaction 8.74 8.57 Max +total reaction 12.93 12.68 DEFLECTIONS: :Dead load (in) at 7.00 ft = -0.090 LID = 1875 Live load (in) at 7.00 ft ~ -0.187 LID = 900 Net Total load (in) at 7.00 ft = -0.276 LID = 608 Compr Flange tb Fb 18.71 33.00 ,,, RIM INTERNAOC:Nltl RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Gravity_ Beam Desien J-End (54.00,0.00) Page 26/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Flpor Type: 1 Beam Number= iO SPAN INFORMATION (ft): I-End (44.00,0.00) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 10.00 LINE LOADS (k/ft}: Load Dist 1 0.00 10.00 DL 0.030 0.030 LL 0.063 0.063 Red% 0.0% SHEAR: Max V (DL-tlLL) = 0.46 kips fv = 0.15 ksi MOMENTS: Span Cond. Moment @ Lb kip-ft ft ft Center Max+ 1.2 5.0 10.0 Controlling 1.2 5.0 10.0 REACTIONS (kips): Type Red Fv = 18.90 ksi Cb 1.00 1.00 Tension Flange fb Fb 0.48 30.00 Left Right DLreaction 0.15 0.15 Max +LL reaction 0.31 0.31 Max +total reaction 0.46 0.46 DEFLECTIONS: Dead load (in) at 5.00 ft = -0.001 LID = 102595 Live load (in) at 5.00 ft = -0.002 LID = 49246 Net Total load (in) at 5.00 ft ~ -0.004 LID = 33274 Compr Flange fb Fb 0.48 18.29 0.48 18.29 r11 .UM INTERNATKJNAJ. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Gravity Beam Desii:n Floor Type: 1 Beam Number= 11 Page 18/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I-End (24.00,0.00) J-End (44.00,0.00) Beam Size (User Selected) ~ W16X31 Fy = 50.0 ksi Total Beam Length (ft) == 20.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL Stor:LL Red% RoofLL 10.00 4.20 8.75 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist 1 0.00 20.00 DL 0.030 0.030 LL 0.063 0.063 SHEAR: Max V (DL+LL) = 7.40 kips MOMENTS: Red% 0.0% fv = 1.79 ksi Type Red Fv = 19.69 ksi Red% 0.0 Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max+ 69.4 10.0 10~0 1.75 17.64 30.00 Controlling 69.4 10.0 ro.o 1.75 REACTIONS (kips): Left Right DLreaction 2.40 2.40 Max +LL reaction 5.00 5.00 .Max +total reaction 7.40 7.40 DEFLECTIONS: Dead load (in) at 10.00 ft = --0.121 LID = 1981 Live load (in) at 10.00 ft = -0.252 LID = 951 Net Total load (in) at 10.00 ft = -0.374 LID = 642 Compr Flange fb Fb 17.64 26.79 17.64 26.79 ,,, RAM INTERNAllCNAL RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 B·uilding Code: UBCl Gravity Beam Desi2n Page 17/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Floor Type: l Beam Number :::;:: 12 SP AN INFORMATION (ft): I-End (24.00,0~00) Beam Size (User Selected) = Wl6X31 J-End (24.00,11.50) Total Beam Length (ft) = 11.50 LINE LOADS (k/ft): Lpad Dist 1 0.00 2 11.50 0.00' 11.50 DL 0.030, 0.030 0.300 0.300 LL 0.063 0.063 0.625 0.625 Red% 0.0% 0.0% SHEAR: Max V (DL+LL) = 5.85 kips fv= 1.42 ksi MOMENTS: Spa]). Cond Moment @ Lb kip-ft ft ft Center Max+ 16.8 5.8 0.0 Controlling 16.8 5.8 0.0 REACTIONS(kips): Type Red Red Fv = 19.69 ksi Cb 1.00 1.00 Fy = 50.0 ksi Tension Flange ±b Fb 4.28 33.00 4.28 33.00 Left Right DLreaction 1.90 1,90 Max -tLL reaction 3.95 3.95 Max +total reaction 5.85 5.85 DEFLECTIONS: Dead load (in) at 5.75 ft = -0.012 LID = 11556 Live load (in) at 5.75 ft = -0.025 LID = 5547 Net Total load (in) at 5.75 ft = -0.037 LID = 3748 Compr Flange ±b Fb 4.28 33.00 ,,, RAM INTERNAIDNAI. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Gravity Beam Desi2n J-End (24.00,11.50) Page 5/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Floor Type: 1 Beam Number= 19 SPAN INFORMATION (ft): I-End (0.00,11.50) Beam Size (User Selected) = W18X40 Fy = 50.0 ksi Total Beam Length (ft) = 24.00 Cantilever on left (ft) = 4.25 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL 0.00 1.57 3.28 0.0 0.00 0.00 0.0 14.13 6.93 14~79 0.0 0.00 0.00 0.0 0.00 -0.35 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.00 0.030 0.063 0.0% Red 4.25 0.030 0.063 2 4.25 0.030 0.063 0;0% Red 24.00 0.030 0.063 SHEAR: )f~x V (DL+LL) = 12.86 kips fv == 2.28 ksi Fv = 20.00 ksi _MOMENTS: 0.00 Red% 0.0 0.0 0.0 Span Left Center Cond Max- Max+ Max- Moment @ Lb Cb Tension Flange Controlling REACTIONS (kips): DLreaction · Max +LL reaction Max -LL reaction Max +total reaction DEFLECTIONS: Left cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) Neg Total load (in) Center span: Dead load (in) Live load (in) Net Total load (in) at .at at kip-ft -21.5 108.3 -21.5 108.3 = = = = 14.22 ft 14.22 ft 14.22 ft ft ft fb Fb 4.3 4.3 1.00 3.77 33.00 14.1 9.9 1.82 18.99 30.00 4.3 9.9 2.30 3.77 30.00 14.1 9.9 1.82 19.00 30.00 Left 'Right 5.82 3.41 12.29 8.01 -0.18 -0.91 18.11 11.42 0.051 L/]) = 2005 -0.052 LID = 1980 0.158 LID = 648 0.208 LID = 489 = -0.098 LID = 2429 = -0.243 LID = 975 -0.341 LID ' 696 -= Compr Flange fb Fb 3.77 33.00 18.99 30.00 3.77 30.00 ' t·w. RAM Steel v7 .1 I ~ Devine Engineering, Inc RAM DataBase: IsisTI4 -1NTERNATICNAl · Building Code: UBCl Gravity Beam Desii:n Floor Type: 1 Beam Number= 21 SPAN INFORMATION (ft): I-End (34.00,14.00) J-End (34.00,31.91) Page 24/28 09/17/0112:37:45 Steel Code: ASD 9th Ed. Beam Size (User Selected) = W16X31 Fy = 50.0 ksi Total B~am Length (ft) = 17.91 POINT LOADS (kips): Dist DL RedLL Redo/o NonRLL StorLL Red% RoofLL Red% , 11.50 0.00 LINE LOADS (k/ft): Load Dist 1 0.00 2 3 17.91 0.00 7.70 7.70 17.91 DL 0.300 0.300 0.300 0.300 0300 0.000 LL Red% Type 0.625 0.3% Red 0.625 0.625 0.3% Red 0.625 0.625 0.3% Red 0.000 SHEAR: Max V (DL+LL) = 15.64 kips fv = 3.79 ksi Fv = 19.69 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max+ 66.2 8.5 0.0 1.00 16.84 33.00 Controlling 66.2 8.5 0.0 1.00 16.84 33.00 REACTIONS (kips): Left Right DLreaction 5.08 4;13 Max +LL reaction 10.56 8.58 · Max +total reaction 15.64 12.72 DEFLECTIONS: Dead lo~d (in) at 8.86 ft = -0.113 LID = 1897 Live load (in) at 8.86 ft = -0.235 LID = 913 Net Total load (in) at 8~86 ft = -0.349 LID = 617 Compr Flange fb Fb 16.84 33.00 Gravity Beam Desien . r,·:\t RAM Steel v7 .1 . ~ · Devine Engineering, Inc · RAM DataBase: I~isTI4 1NTERNATJa-JAI. Building Code: UBCl Page 21/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Floor Type: 1 Beam Number = 22 SPAN INFORMATION (ft): I-End (24.00,14.00) Beam Size (User Selected) = W18X40 Total Beam Length (ft) = 20.00 POINT LOADS (kips): J-End (44.00,14.00) .. Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 10.00 9.28 19.34 0.4 0.00 0.00 0.0 0.00 0.0 SHEAR: Max V (DL+LL) = 14.27 kips fv = 2.53 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange kip-ft ft ft tb Fb Center Max+ 142.7 10.0 10.0 1.75 25.04 30.00 Controlling 142.7 10.0 10.0 1.75 25.04 30.00 REACTIONS (kips): Left Right DL reaction 4.64 4.64 Max +LL reaction 9.63 9.63 Max +total reaction 14.27 14.27 DEFLECTIONS: Dead load (in) at 10.00 ft = -0.151 LID = 1594 Live lo~d (in) at 10.00 ft = -0.313 LID = 768 Net Total load (in) at 10.00 ft = -0.463 LID = 518 Compr Flange tb Fb 25.04 30.00 r,1 RAM INTERNATD\IAI. RAM Steel v7 .1 Devine Engineering, hie DataBase: IsisTI4 Building Code: UBCl Gravity Bea!}l Desien Floor Type: 1. Beam Number= 23 SPAN INFORMATION (ft): I-End (2.00,36.50) J-End (22.00,36.50) Page 3/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Beam Size (User Selected) = MCl8:X42.7 Fy = 50.0 ksi Total Beam Length (ft) = 20.00 POINT LOADS (kips): Dist DL RedLL ];led% NonRLL StorLL Red% RoofLL Red% 2.25 1.06 2.21 0.0 0.00 0.00 0.0 0.00 0.0 12.13 4.80 11.42 0.0 0.00 0.00 0.0 0.00 -1.41 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist I 0.00 20.00 2 '12.13 20.00 DL 0.030 0.030 0.005 0.005 LL 0.063 Q.063 0.010 0.010 Red% 0.0% 0.0% _Type Red Red SHEAR: Max V (DL+LL) == 11.22 kips fv = 1.39 ksi Fv = 20.00 ksi MOMENTS: 0.0 0.0 Span Cond· Moment @ Lb Cb Tension Flange kip-ft ft ft fb Fb C~nter Max+ . 85.0 12.1 9.9· 1.49 16.57 30.00 Controlling 85.0 12.1 9.9 1.49 REACTIONS (kips): Left Right DLreaction 3.14 3.36 Max +LL reaction 7.10 7.86 Max -LL reaction -0.56 -0.86 Max +total reaction 10.23 11.22 DEFLECTIONS: Dead load (in) at 10.50 ft = -0.094 LID = 2544 Live load (in) at IO.SO ft = -0.220 LID = 1089 Net Total load (in) at 10.50 ft = -0.315 LID --763 Compr Flange fb Fb 16.57 20.70 16.57 20.70 . . ,,, RAM INTERNAllCNAI. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Buildipg Code: UBCl Gravity Beam Desi2n Page 2/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Floor Type: 1 Beam Number= 33 SP AN INFORMATION (ft): I-End (0.00,31.50) Beam Size (User Selected) = W14X22 J-End (0.00,36.50) Total Beam Length (ft) = 5.00 LINE LOADS (k/ft): Load Dist 1 0.00 2 5.00 0.00 5.00 DL 0.030 0.030 0.128 0.128 LL 0.063 0.063 0.266 0.266 Red% 0.0% 0.0% SHEAR: Max V (DL+LL) = 1.21 kips fv= 0.40 ksi MOMENTS: Span Cond Moment @ Lb . kip-ft ft ft Center Max+ 1.5 2.5 0.0 Controlling 1.5 2.5 0.0 REACTIONS (kips): Type Red Red Fv = 18.90 ksi Cb 1.00 1.00 Fy = 50.0ksi Tension Flange fb Fb 0.63 33.00 0.63 33.00 Left Right DLteaction 0.39 0.39 Max +LL reaction 0.82 0.82 Max +total reaction 1.21 1.21 DEFLECTIONS: Dead load (in) at 2.50ft = -0.000 Live load (in) at 2.50 ft = -0.001 Net Total load (in) at 2.50 ft = -0.001 LID = 50704 Compr Flange fb Fb 0.63 33.00 rl1 RAM INTERNATICNAl RAM Steel v7 .1 Devine Engineering, fuc DataBase: IsisTI4 Building Code: UBC 1 Gravity Beam Desi&n 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Floor Type: 1 Beam Number= 34 SPAN INFORMATION (ft): I-End (0.00,11.50) Beam Size (User Selected) = W16X31 J-End (0.00,31.50) Total Beam Length (ft) 20.00 LINE LOADS (k/ft): Loi;Ld Dist 1 0.00 2 20.00 0.00 20.00 DL 0.030 0.030 0.128 0.128 LL 0.063 0.063 0.266 0.266 Red% 0.0% 0.0% Type Red Red SHEAR: Max V (DL+LL) = 4.86 kips fv = 1.18 ksi . Fv = 19.69 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Center Max+ Z4.3 10.0 0.0 1.00 Controlling 24.3 10.0 0.0 1.00 REACTIONS (kips): Left Right DLreaction 1.57 1.57 Max +LL reaction 3:28 3.28 Max +total reaction 4.86 4.86 DEFLECTIONS: Dead load (in) at 10.00 ft = -0.052 LID = Live load (in) at 10.00 ft -0.109 LID = Net Total load (in) at 10.00 ft = -0.161 LID = Fy = 50.0 ksi Tension Flange Compr Flange tb Fb tb Fb 6.17 33.00 6.17 33.00 6.17 33.00 4603 2210 1493 8[\I RAM Steel v7 .1 I I ~ Devine Engineering, Inc RAM' DataBase: IsisTI4 INIERNATK:NAJ. Building Code: UBC 1 Gravity Beam Desi1:n Floor Type: 1 Beam. Number= 35 SPAN INFORMATION (ft): I-End (14.13,11.50) J-End (14.13,36.50) Page 11/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. -Beam Size (User Selected) = Wl8X40 Fy = 50.0 ksi T<;>tal Beam Length (ft) = 25.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 3.25 0.00 10.25 0.00 14.00 0.56 1.17 4.8 0.00 0.00 0.0 0.00 0.0 14.00 0.00 17.50 0'.01 0.02 4.8 · 0.00 0.00 0.0 0.00 0.0 20.00 -0.85 -1.77 5.9 0.00 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.00 0.296 0.617 4.8% Red 25,.00 0.296 0.617 2 0~00 0.296 0.617 4.8% Red 14.00 0.296 0.617 3 14.00 0.120 0.250 4.8% Red 17.50 0.120 0.250 4 17.50 0.005 0.010 4.8% Red 25.00 0.005 0.010 SHEAR: Max V (DL+LL) = 21.01 kips fv;::: 3.73 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max+ 124.9 11.9 0.0 1.00 21.91 33.00 21.91 33.00 Controlling 124.9 11.9 0.0 · 1.00 21.91 33.00 REACTIONS (kips): Left Right DLreaction 6.93 4.80 Max +LL reaction 14.08 10.87 Max -LL reaction -0.33 -1.33 Max +total reaction 21.01 15.68 DEFLECTIONS: Dead load (in) at 12.25 ft = -0.249 LID = 1205 Live load (in) at 12.25 ft = -0.524 LID = 572 Net Total load (in) at 12.25 ft = -0.773 LID = 388 . ' Gravity Beam Desi2n . ,, ... \1 RAM Steel v7 .1 1 ~ Devine Engineering, Inc RAM · DataBase: IsisTI4 1NTERNAT1CNA1. Building Code: UBC 1 - Page 10/28 09/17/0112:37:45 Steel Code: ASD 9th Ed. Floor Type: 1 Beam Number= 38 SPANINFORMATION (ft): I-End (0.00,31.50) Beam Size (User Selected) = W16X31 Total Beam Length (ft) = 14.13 Cantilever on left (ft) = 4.25 POINT LOADS (kips): . J-End (14.13,31.50) Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 0.00 1.97 4.10 o.o 0.00 0.00 0.0 0.00 0.0 SHEAR: Max V (DL+LL) = 6.07 kips fv:::: 1.47 ksi Fv = 19.69 ksi MOMENTS: Span Cond Left Max- Center Max- Controlling REACTIONS (kips): DLreaction Max +LL reaction Max -LL reaction Max +total reaction Max -total reaction DEFLECTIONS: Left cantilever: Dead load (in) Pos Live load (in) Pos Total load (in) Center span: Moment kip-ft -25.8 -25.8 -25.8 ·@ ft 4.3 4.3 4.3 Left 2.82 5.87 0.00 8.68 2.82 = -0.027 = -0.055 = -0.082 Lb Cb ft 4.3 1.00 9.9 1.75 9.9 1.75 Right :-0.85 0.00 -1.77 -0.85 -2.61 LID = 3834 LID = 1840 LID = 1244 Tension Flange fb Fb 6.56 33.00 6.56 30.00 Dead load (in) at 8.45 ft = 0.008 LID = 14249 Live load (in) at 8.45 ft = 0.017 LID 6840 Net Total load (in) at 8.45 ft = 0.026 LID = 4621 Compr Flange fb Fb 6.56 33.00 6.56 27.13 6.56 27.13 r11 RAM INTERNAOCNAI. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Gravity Beam Desi1:n Floor Type: 1 Beam Number= 39 Page 7/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I-End (4.25,21.75) Beam Size (User·Selected) = W14X22 J-End (14.13,21. 75) Total Beani Length (ft) = 9.88 No Loads SHEAR: Max V (DL+LL) = 0.00 kips fv = 0.00 ksi Fv = 18.90 ksi MOMENTS: Span Cond Controlling REACTIONS (kips): DLreaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Moment kip-ft 0.0 at 9.83 ft at 9.83 ft at 9.83 ft @ Lb Cb ft ft 0.0 Left Right o.oo 0.00 = 0.000 ·= 0.000 0.000 Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb ,,, RAM INTERNATICNAL RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Gravity Beam Desi2n Floor Type: 1 Beam Number = 40 Page 16/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I-End (18.13,32.50) Beam Size (User Selected) = W14X22 J-End (24.00,32.50) Total Beam Length (ft) = 5.88 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.00 0.005 0.010 0.0% 5.87 0.005 0.010 Type Red SHEAR: Max V (DL+LL) = 0.05 kips fv = 0.02 ksi Fv = 18.90 ksi MOMENTS: Span C<md Controlling · REACTIONS (kips): DLreaction Ma.x +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Moment kip-ft 0.1 at 2.94 ft at 2.94 ft at 2.94 ft @ Lb Cb ft ft 3.0 5:9 1.00 Left Right O.OJ 0.01 0.03 0.03 0.05 .0.05 = -0:000 = -0.000 = -0:000 Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb 0.03 28.15 ,,, RAM INTERNATCNAI. RAM Steel v7 .1 DevineEngin~ering,Inc DataBase: IsisTI4 Building Code; l)BC 1 Gravity Beam Desi2n Floor Type: 1 · Beam Number= 43 Page 14/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION{ft): I-End (14.13,29.00) Beam Size (User Selected) = C6X8.2 J-End (18.13,29.00) Total Beam Length (ft) = 4.00 LINE LOADS (k/ft): Load Dist 1 0.00 4.00 DL 0.005 0.005 Lt 0.010 0.010 Red% 0.0% Type Red SHEAR: Max V (DL+LL) = 0.03 kips fv = 0.03 ksi Fv = 20.00 ksi MOMENTS: Span Cond Moment @ Lb Cb kip-ft ft ft Controlling 0.0 2.0 4.0 1.00 REACTIONS (kips): Left Right DLreaction 0.01 0.01 Max +LL reaction 0.02 0.02 Max +total reaction 0.03 0.03 DEFLECTIONS: Dead load (in) at 2.00 ft = -0.000 Live load (in) at 2.00 ft = -0.000 Net Total load (in) at 2.00 ft = -0.000 Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb 0.08 27.44 ,,, RAM INTERNATICNAI. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBCl Gravity Beam Desi2n Floor Type: 1 Beam Number = 53 Page 8/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I~End (4'.25,25.50) Beam Size (User Selected) = W14X22 J-End (14.13,25.50) Total Beam Length (ft) = 9.88 No Loads SHEAR: ;Max V (DL+LL) = 0.00 kips fv = 0.00 ·ksi Fv = 18.90 ksi MOMENTS: Span Cond Controlling . REACTIONS (kips): DL reaction DEFLECTIONS: Dead load (in) Live load (in) Net 'total load (in) Moment kip-ft 0.0 @ ft o.o Lb ft Left 0.00 Right 0.00 at 9.83 ft = at 9.83 ft = at 9.83 ft = 0.000 0.000 0.000 Cb Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb ' [\I· RAM Steel v7.1 I ~ Devine Engineering, Inc RAM Data.Base: IsisTI4 1NTERNAID-JAL Building Code: UBCl Gravity Beam Desi&n Floor Type: 1 Beam Number= 55 Page 12/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATlON (ft): I-End (14.13,14.75) Beam Size (User Selected) = Wl4X22 J-End (24.00,14.75) Total Beam Length (ft) = 9.88 No Loads SHEAR: Max V (DL+LL) = 0.00 kips fv = 0.00 ksi Fv = 18.90 ksi MOMENTS: Span. Cond Controlling REACTIONS (kips): DLreaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Moment kip-ft 0.0 at 9.83 ft at 9.83 ft at 9.83 ft @ Lb Cb ft ft 0.0 Left Right 0.00 . 0.00 = 0.000 = 0.000 = 0.000 Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb rr\l RAM Steel v7 .1 I ~ Devjne Engineering, Inc RAM . DataBase: IsisTI4 1NTERNAOCNAL Building Code: UBC 1 Gravity Beam Desi~n Floor Type: 1 Beam Number= 56 Page 6/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I-End (4.25,14.75) Beam Size (User Selected) = W14X22 J-End (14.13,14.75) Total Beam Length (ft) = 9.88 NoLoa;ds SHEAR,: Max V Q)L+LL):;:: 0.00 kips fv = 0.00 ksi Fv = 18.90 ksi MOMENTS: Span Cond Controlling REACTIONS (kips): DLreaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Moment kip-ft 0.0 at 9.83 ft at 9.83 ft at 9 .. 83 ft @ Lb Cb ft ft 0.0 --- Left Right 0.00 0.00 = 0.000 = 0.000 = 0.000 Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb Gravity Beam Desi2n ,,, RAM INTERNATX:NAL RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Page 13/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. Floor Type: 1 Beam Number= 57 SPAN INFORMATION (ft): I-End (14.13,25.50) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 9.88 POINT LOADS (kips): J-End (24.00,25.50) Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 4.00 0.94 1.96 0.0 0.00 0.00 0.0 0.00 0.0 SHEAR: Max V (DL+LL) = 1. 73 kips fv = 0.57 ksi Fv = 18-.90 ksi MOMENTS: Span Cond Mornep.t @ Lb Cb Tension Flange kip-ft ft ft fb Fb Center Max+ 6.9 4.0 5.9 1.75 2.86 30.00 Controlling 6.9 4.0 5.9 1.75 2.86 30.00 REACTIONS (kips): Left Right DL reaction 0.56 0.38 Max +LL reaction 1.17 0.79 Max +total reaction 1.73 1.18 DEFLECTIONS: Dead load (in) at 4.64 ft = -0.005 LID = 21990 Live load (in) at 4.64 ft. = -0.011 LID = 10555 Net Total load (in) at 4.64 ft = -0.017 LID = 7132 Compr Flange fb Fb 2.86 30.00 ,,, RAM INTERNATICNAI. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBCl Gravity Beam Desi2n Floor Type: 1 Beam Number= 58 Page 22/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I-End (24.00,25.50) Beam Size (User Selected) = W14X22 J-End (34.00,25.50) Total Beam Length (ft) = 10.00 No Loads SHEAR: Max V (DL+LL) = 0.00 kips fv = 0.00 '1csi Fv = 18.90 ksi MOMENTS: Span Cond Controlling REACTIONS (kips): DLreaction DEFLECTIONS: Dead l0ad (in) Live load (in) Net Total load (in) Moment ldp-ft o.o @ ft 0.0 Lb ft Left 0.00 llight 0.00 at 9.95 ft = at 9.95 ft = at 9.95 ft = 0.000 . 0.000 0.000 Cb Fy = 50.0 ksi Tension Flange Compr Flange fb Fb fb Fb r,1 RAM INTERNATICNAl RAM Steel v7 .1 Devine Engineeril?-g, Inc DataBase: IsisTI4 · Building Code: UBC 1 Gravity Beam Desien Floor Type: 1 Beam Number = 59 J-End (18.13,32.50) Page 15/28 09/17/01 12:37:45 Steel Code: ASD 9th Ed. SPAN INFORMATION (ft): I.:End (18.13,25.50) Bearp. Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 7.00 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% 3.50 0.01 0.02 0.0 0.00 · 0.00 0.0 0.00 0.0 LINE LOADS (k/ft): Load , Dist DL LL Red% Type 1 0.00 0.120 0.250 0.0% Red 3.50 0.120 0.250 z 3.50 0.005 0.010 0.0% Red 7.00 0.005 .0.010 3 0.00 0.176 0.367 '0.0% Red 7.00 0.176 0.367 SHEAR: Max V (DL+LL) = 2.90 kips fv= 0.97 ksi Fv = 18.90 ksi MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Compr Flange kip-ft ft ft fb Fb fb Fb Center Max+ 4.6 3.2 0.0 1.00 1.91 33.00 1.91 33.00 Controlling 4.6 3.2 0.0 1.00 1.91 33.00 REACTIONS (kips): Left Right DL reaction 0.94 0.74 Max +LL reaction 1.96 1.54 Max +total reaction 2.90 2.28 DEFLECTIONS: Dead load {in) at 3.43 ft = -0.002 LID = 37213 Live load (in) at 3.43 ft = -0.005 LID = 17862 Net Total load (in) at 3.43 ft = -0.007 LID = · 12069 .,,, RAM IMTEiNATICN'J. RAM Steel v7 .1 Devine Engineering, Inc DataBase: IsisT14 Building Code: UBC 1 Floor Type: 1 I ci-- Floor Map 2 I 09/19/01 09:57:53 3 I D--- / ·'[\I_ RAM Steel v7 .1 Gravity Column Desii:n I ~ Devine Engineering, Inc . RAI OataBase: IsisTI4 1NTERNAOCNAL Building Code: UBCl Story level 1, Column Line B.4 -1.l /1). J Fy (ksi) = 46.00 lJ Colutnh Size Orientation (degrees) = 0.0 INPUT DESIGN PARAMETERS: Lu (ft)-----'--~-------K _____________ _ Braced Against Joint Translation ~----- Column ;Eccentricity (in) Top Bottom_~-- CONTROLLING COLUMN LOADS -Load Case 1: Axial (kips) ___________ _ Moments Top Mx (kip-ft)--~--,---,---- My (kip-ft) _____ _ Bot Mx (kip-ft) ______ _ My (kip-ft) _____ _ Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: fa (ksi) = 0.36 fbx (ksi) = 0.02 fby (ksi) = 0.96 KL/Rx = 74.74 INTERACTION EQUATION fa/Fa = ·b.02 (DL+LL+RF) Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry Eq Hl-3: 0.019 + 0.001 + 0.032 = 0.051 - = = = X-Axis 14.20 1 Yes 5.50 0.00 Dead 1.12 0.01 0.34 0.00 0.00 18.97 30.36 30.36 74.74 09/17/01 12:37:45 Steel Code: ASD 9th Ed. = HSS6X6X3/8 Y-Axis 14.20 1 Yes 5.50 0.00 Live 1.57 0.01 0.71 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 ' [\I RAM Steel v7.1 Gravity Column Desi2n I ~ Devine Engineering, Inc RAM DataBase: IsisTI4 INTERNATICNAI. Building Code: UBCl Story leve! 1, Column Lin~ C -3 {J} Fy (ks1) -46.0~ Column Size Orientation (degrees) = 0.0 INPUT DESIGN PARAMETERS: Lu(ft)~. ___________ _ K--------~-~----- Braced Against Joint Translation --~'---- Column Eccentricity (in) Top Bottom ___ _ CONTROLLING COLUMN. LOADS -Load Case 1: Axial (kips) ___________ _ Moments Top Mx (kip-ft) ----'--- My (kip-ft) _____ _ Bot Mx (kip-ft) _____ _ My (kip-ft) -~-~-- Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: fa (ksi) = . 1.80 fbx (ksi) = 3.11 fby (ksi) = 2.46 KL/Rx = 74.74 . INTERACTION EQUATION fa/Fa = 0.09 (DL+LL+RF) Fa (ksi) · Fbx (ksi) Fby (ksi) KL/Ry Eq Hl-3: 0.095 + 0.102 + 0.081 = 0.278 = = = = X-Axis 14.20 1 Yes 5.50 0.00 Dead 4.66 I.IO -0.87 0.00 0.00 18.97 30.36 30.36 74.74 Page 2/4 09/17/01 12:37:45 Steel Code: ASD 9th Ed. = HSS6X6X3/8 Y-Axis 14.20 1 Yes 5.50 0.00 Live 8.95 2.29 ~1.81 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 Gravity Column Desi2n RAM Steel v7.1 Devine Engineering, Inc DataBase: IsisTI4 Building Code: UBC 1 Story level 1, Column Line E -1.8 ~ Fy (ksi) = 46.00 ~ Column Size Orientation (degrees) = 0.0 INPUT DESIGN PARAMETERS: Lu(ft)----~------- K_,, .. ---"---------------- Braced Against Joint Translation _____ _ Column Eccentricity (in) Top Bottom ___ _ CONTROLLING COLUMN LOADS -Load Case 6: Axial (kips)----------,-'---~ Moments Top Mx (kip-ft) ______ _ My (kip-ft) _____ _ Bot Mx (kip-ft) ----,---- My (kip-ft) ---'--------'--- Single curvature about X-Axis Single curvature about Y-Axis CALCULATED PARAMETERS: (DL+LL+RF) fa (ksi) -3.79 fbx (ksi) = 5.93 fby (ksi) = 4.52 KL/Rx = 74.74 F'ex -'-26.73 Cmx = 0.60 INTERACTION EQUATION _ fa/Fa = 0.20 EqHl-1: 0.200 + 0.136 + 0.104 = 0.440 Eq Hl-2: 0.137 + 0.195 + 0.149 = 0.482 Fa (ksi) Fbx (ksi) Fby (ksi) KL/Ry F'ey Croy = = - = X-Axis 14.20 1 Yes 5.50 0.00 Dead 10.86 -2.13 1.09 0.00 0.00 18.97 30.36 30.36 74.74 26.73 0.60 Page 4/4 09/17/01 12:37:45 Steel Code: ASD 9th Ed. = HSS6X6X3/8 Y-Axis 14.20 1 Yes 5.50 0.00 Live 17.87 -4.34 3.85 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 . fi1 Column Load Summa;a RAM Steel v7. I Devine Engineering, Inc RAM DataBase: IsisTI4 09/19/0111:39:15 l~JTB<~lATICH'll. Building Code: UBCl Steel Code: ASD 9th Ed. Units: kips Column Line A.4 -2 Level Col# Height Dead Self +Live -Live MinTot MaxTot I J 14.20 10.1 0.4 20.9 -0.2 10.2 31.3 Column Line ~4 -1.2 Level Col# Height Dead Self +Live -Live MinTot MaxTot I , 14.20 8.1 0.4 16.9 0.0 8.5 25.4 Column Line B.4 -1.1 Level Col# Height Dead Self +Live -Live MinTot MaxTot I (i)~ 14.20 0.8 0.4 1.6 0.0 I.I 2.7 Column Line C -3 Level Col# Height Dead Self +Live -Live MinTot MaxTot 1 ®' 14.20 4.3 0.4 9.0 0.0 4.7 13.6 Column Line C -2 Level CoJ# Height Dead Self +Live -Live MinTot MaxTot I I 14.20 16.7 0.4 31.9 -0.8 16.3 49.0 Column Line E -3 Level Col# Height Dead Self +Live -Live MinTot MaxTot l @fl 14.20 6.7 0.4 14.1 0.0 7.1 21.2 Column Line E -1.8 Level @)I# Height Dead Self +Live -Live MinTot MaxTot 1 f 14.20 10.5 -0.4 21.4 0.0 10.9 32.3 • 't\1 RAM Steel v?. l Gravity Column Desi2n I :I ~ Devine Engineering, Inc RAM DataBase: IsisTI4 1NTERNATICNAl · Building Code: UBCl Story level 1, Column Line E -3 /[jJ Fy (ksi) = 46.00 CJ;' Column Size Orientation (d~grees) = 0.0 INPUT DESIGN PARAMETERS: Lu(ft) ____________ _ K. - Braced Against Jojnt Translation --------' Coltllllil Eccentricity (in) Top Bottom ___ _ CONTROLLING COLUMN LO.ADS -Load Case 12-: Axial (kips) -~------,------ Moments Top Mx (kip-ft) ______ _ My (kip-ft) ----~- Bot Mx (kip-ft) --~--- My (kip-ft) _____ _ Single curvature about X-Axis Single curvature about Y-Axis CALClJLATED PARAMETERS: fa (ksi) = 2.75 :tbx (ksi) = 3.04 fby (ksi). = 5.43 KL/Rx = 74.74 INTERACTION EQUATION fa/Fa = 0.14 (DL +.L~+ RF) Fa (ksi) Fbx (ksi) Fby(ksi) KL/Ry Eq Hl-3: 0.145 + 0.100 + 0.179 = 0.424 = = = = X-Axis 14.20 1 Yes 5.50 0.00 Dead 7.11 -1.03 -1.92 0.00 0.00 18.97 30.36 30.36 74.74 Page 3/4 09/17/0112:37:45 Steel Code: ASD 9th Ed. = HSS6X6X3/8 Y-Axis 14.20 I Yes 5.50 0.00 Live 13.74 -2.29 -4.00 0.00 0.00 Roof 0.00 0.00 0.00 0.00 0.00 DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 SHEET.NO. ___________ OF ________ _ CALCULATED sv_m_1._t ______ DATE _______ _ (858) 748-6168 CHECKEDBY~·---------- SCALE DATE _______ _ ··=·!:--i(Jt,,.~if',,.~:,:-Jc .. :,,.1s~k-4ni _·/·:)-/_ ., -::=:--:-;_-·:.· ;· ... ··· ·· ..... ,,,'· ...... ! ...... ............ ! ....... ! ......... 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I j""''"":'•· ' ...... :--............ :, .... • • Mr. Tim Phillips April lS, 2001 Building Inspection Department 1635 Faraday Ave. Carlsbad, Ca. Permit #CB-013313 Dear Tim Enclosed you will find two items for you that concern the building final and occupancy for the ISIS IBIS Labs at 1891 Rutherford Road Carlsbad. The first i~em is the wet signature Final Re r ial Inspection and Material Testing for the structural permit numbe CB-013O3, hich is an original for your records. The second is a detailed log of Requests For Information sheets that were documented by the superintendent and sent to the structural engineer. As the field required information, the structural engineer responded with two copies of 81/2 x 11" documents stamped with their engineers stamp. One copy was handed to you for your records at the time the inspection was called and the superintendent logged the other in the Request for Information Binder. Copies of the changes were then sent to the architect. Once enough information was collected, then the changes were put into a delta set of prints (1-4) and submitted to the city for review and approval. You will find that there are four delta sets of plans that incorporate all of the approved changes. You will also find in the enclosed RFI Log a number that corresponds to the correct set of prints. This should lessen the confusion concerning which set of approved prints shows the change. I have reviewed each of these items with Bob Whitney and Kirt Watson and feel assured that the plans accurately depict the construction changes as the building was progressing. Certainly if you feel that any of the notes or details are incorrect please let us know. In the unlikely event an error is evident please let Kirt Watson know so we may correct the issue immediately. Our goal is to have a complete set of drawings that correctly show just how the building was erected. Thank you again for your help in finalizing this project which certainly was a challenge for all. Your patience and trust is very much appreciated. Ji ---}' It. • 1S1S-181S FIELD DRAWINGS ~~kt; · FD Reference Description Signature Date D~te 3 Joist chan es 5 Channel to west beam connection 6 Channel to beam at stairs 8 9 Chprd par revision at deck 10 Air handler #2 deck 11 T ical wall bra¢in 12 13 Hard lid add ~o~* 15 N02 tank fQotin clarification 16 6X6 angle chan e 17 Roof nailin • Schedule 18 Roof platform details 19 Joist to wall connections 21 Structural for AH # 2 22 Slip track clarifications 26 Freezer pon wall construction 30 Stairs details 31 Draft stop "B" details 32 Ceilin detail to M-100 33 Roof access detail 34 Corridor L-120 35 Decking screws OK • • • Request for Information 003 I Detailed, RFls Grouped by RFI Number ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Tel: 760-268-0590 ' ( 2,. ( ( O Z,__ Good & Roberts Inc. Fax: 760-268-0593 RFI #: 003 Date Created: 11/29/01 Devine Engineering 12316 Oak Knoll Road, Ste. C Poway, CA 92064 ~ji Joist Direction Change HDR Architecture Inc Mike Devine Good & Roberts Inc. 2320 Cousteau Court Vista, CA 92083-8346 Mike Colombo • _:'iscii;ilin,tr~f~~~~~ Structurc1I Plan/Spec Discrepancies • ·· . •·· -"'eonfaclrNamef.'.~I'~J~onJes'll:!.;rilo•:a~~~~~;±-;llf~~ "• "" ~,. -• ~~A;:.G~.,.;~~_#~~~$.:»~~ifr.i,~~~~ Leaford Blevins 1 ~es __ om · 1!:j iji; ::· --:-~-"'~~""V.f~~~i~~~~~~~ As discussed, please provide a detail clarifying our request change in joist direction. -~~~ -~ -~~ .~i·~j~:~~~-~~Bi-~5A Prolog Manager Printed on: 1/22/02 Goodandroberts Page 1 •• • • jYC:UJIC:.:)Uay lJCYC::t1Jr..,c;1 Vv, Lvv, t.Vl t ,w, Joe Ls,·s TI si,m·.io. ~ X-1. /05.03 ·-c,~-·-----------DEVINE ENGINEERING, lNC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 · CALCULATE.>ev...fr2.1_{. _______ OA.1(,__:_f f:..J/_1_~_,/t...O_l __ (858) 748-6168 C~IEC!(cC BY ·--------01>,TE _____ _ SCAl.E __ _ f cp I i I I Ii . ... :. sx-:i. ... ·; J; :c hr,.,;;e /,h .. ~·e,' {1'!'!5; .joi,~; oli.~ .• ~o.-.i!"-.> '. ... ~~~ ~ bY . . ; E~tC. M~y l o~i ci.~ ~ (~l:>~1-.rJ.ifl,., : .... ; ...... i • • • Request for Information 005 I ISIS 1891 IBIS Lab 1891 Rutherford Ro~d Carlsbad, CA 92008 Project.# 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 005 Date Created: 12/4/01 Devine Engineering 12316 Oak Knoll Road, Ste. C Poway, CA 92064 Channel Attachement @ West Beam Mike Devine Structural Good & Roberts Inc. 2320 Cousteau Court Vista, CA 92083-8346 Mike Colombo Specification Clarification r0cr~ornn~~~ontacENam~~0oores~~~r£'¢.~o~ ~-' ':f"~ ~~~~~~~iW·~~~ HDR Architecture Inc Leaford Blevins 1 'fluesti ~----~1le~fe}.R):>nuirect~2Zif.10::1i!! ---~,z~ ~~,,,_ . -~~~~~ Please provide a repair detail for the channel attachment at the opening on west slde of beam as discussed. · See comments on attached SX-1 detail. Prolog Manager Printed on: 1/22/02 Goodandroberts Page 1 • .j ' -; ; i i I ! ! ! • . ·-:.:: ... :_-: . .-·._: :--··. :· .. : , uescay u~ce-;-t:e, J~ • ..:~1u, i. .:::! r-M DEVINE ENGINEERING, INC. 12316 Oak Knoil Rd., Su::e C Poway, CA 92064 (858) 748-6168 I I ~ II /~ ' ~.-. 1-. I ec~ o~ r::' -Jf/4i PGli-.el 'i 4 ' ' i I ! l ,\,1Ke Cev,ne c53-7 48-6:111 I TT ----------/vJS.01.f J:JB -1::..Si-L_..,,:.___. -. SH:oTNO .s ><'"-__ / ______ o, ___ ··------ C,\LC:.,·1.,.rrn e-r ---L!f11~(_,....;{,~---!)>,E. M..,...,.O TE 1 '1 . 4 . 0 \ CH:C!'.E::~ _ _.:..~...::::...-----·-C• -~-'---- C" 1'1.-,. ,,t ~e<h;ed •P'""'J ~ Cht.=I to<!,-f/c.t\ ! I I I . I S x--1 ------,--,----·. ... ------------ • • Request for Information 006 I ';!; I . 3 ~ Dr 3d, RF ls Grouped by RF! Number ISIS 1891I8IS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 006 Date Created: 12/10/01 Devine Engineering 12316 Oak Knoll Road, Ste. C Poway, CA 92064 Channel to Beam Connect @ Stairs Mike Devine Structural Good & Roberts Inc. 2320 Cousteau Court Vista, CA 92083-8346 Mike Colombo Specification Clarification ~~~j.qm~~~~2-~~~ HOR Architecture Inc Leaford Blevins 1 [g~~~~~-~%~NUJ! Please provide a detail for the channel channel to beam connection at the stairs as discussed . See comments on attached SX-2 detail. • Pro/og Manage Printed on: 1/22/02 Goodandroberts Page 1 • • • .. ~ ~ ------., : --........ ' ....... ' --4 ~ JI IV "-./V r -,.._. '"'._. J(rJ_I >1.) Tl -----·-___ _! q j. 0 y DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., s..i;te C Poway, CA 92064 (858) 748-6168 SHE.E: ri:, ___$._x..:.1:._ ________ .. o, ---··----- C.>...C.JLAl:D SY Ml' . ---O.>.TF -. I l.. -I (J -D; ·------DAT: _________ _ SGAl.f ___ _ · Oec.k "'~ V. F; 11 P~r Pip.,, f:::::::=============:;:::=======::::::::::===:::::± === == . == == . :::::s;,, . . '\_ 8. ,,,._,... 0 rJl \/, .,_.,.,.. re-, 1 /().1-\ S-1=.'6 ~LAi-.1 HJ?,. BEAM l.~'"(('.)\..IT _/ .. C. ha.ti"<-I fc, Be-."" (()wie<-f 11" .AT 'S'TA\~S • • Request for Information o·oa I Detailed, RFls Grouped by RFI Number ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project# 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 008 Date Created: 12115/01 Devine Engineering Good & Roberts Inc. 2320 Cousteau Court Vista, CA 92083-8346 O@•- Mike Colombo L~~~~m~~~~~~~~-?"~ Equip Pad Pour To Monolithic Structural Plan/Spec Discrepancies "Questiio-~~~7 ~4-"*~~:~!Ji§·e·g··u1r·e·~~~I H;~~~~ ~ ~~½·,~~-af!~·4 ·~ -~~R~~ ~~gq~A ~~::01t~ As discussed, the detail shows (2) concrete pours for equipment pads, but we propose a monolithic pour for a better product. Please provide a detaii to proceed~ Prolog Manager Printed on: 1/22/02 Goodandroberts Page 1 •• ·:!/,' • • • • Request for Information 009 I ISIS 18911B1S Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760°268-0590 Fax: 760-268-0593 RFI #: 009 Date Created: 12/27/01 f 1% Devine Engineering 12316,Oak Knoll Road, Ste. C Poway, CA 92064 Mike Devine Good & Roberts Inc. 2320 Cousteau Court Vista, CA 92083-8346 .. ;,:,;-~" .. · Mike Colombo ,..·•Gontac~Name ,_ ,. ,.~:m:g-0001~~~~~'Jit~1at~~~~ n ~ ~~~~~:lil:t~~~~~~$.ii-~ #• M- Leaford Blevins 1 Per our conversation, ,please approve the attached corrected chord bar plan at stairs. Also, page S1 .4 in lieu of upper detail at #1 to be used for deck welding, please approved lower drawing on detail #1 of same page as more appropriate application per our discussion • • Pro/og Manager Printed on: 1/22/02 Goodandroberts Page 1 ....,.. ..,c.....,.. T"'V1't rti:ALJ . CLEARANCE~ r··-_-·_ ·, ~--._, .. , .. ·-··---· ···----..... - N <'-1 )( ::t :I. -rn.: _T 'r -Mr-nr--..;· I 'I 1: ··, ,;.te ;W> D eH. it WALL :l'.1 titi6 ~= · l I~,':• !31~ J ,~. -~ T' . ;"' : (.. ;. q . f(\ ~ L r, ,~ ,,_ ._,. l • · • ,-, ,-. "' ,_., a I tr-J2ZI ,, ,.... A 1,,1,. x '<t; h · ,.,. r 7' 7 7 7 :t 7.-;, -,, , ~ 1 , , 1 :> 7 iT i; Mi J > .• ; , _,. .,S) '.I: 11 ,-oWI· ' . :t i: 1, iliE\ : w 14 x .22 ~~;:· ~: t" ---1 I i •. ' ·1 4'-3" ; :--,----I ,t (1) )( ~ ( tprt· ····T~qf :I F ~ .... ..§ .... , ....... ,._ ··--..... ,_ ... ,, ...... ·- ..... ~.----.. -;-; -, ...... .,.-. .. ~ .. --... ..• , ....... , ,: ~,L-;i~ _ := l:: --~ ..... -.----·1 >,i;;;:,.~ )__ • • i ! I l I • • • • -.. ··-~--····--·-._· .· .. ·-----=---~-.: .. ! ----. __ _:_ __ ; -. ···,-·--~---·· GENE'..~!. CONTIUCTO!t SINCE /979 ~cod,..drob<rts.~;,m • GOOD & ROBERTS, INC . n20.-:ous1£A11~r • v1STA. CA ,~,J-~;,a, 1~0 !~.1&1., FAJ<: ~91 ,~~. CA L:c. •3715S1 »ate: · t'l--'2.-7-e>( TELEFAX NOTES Job Name· Job No.: l \ 3g From:'t:l\, (J)LQ~ # or Pages: __ {..., __ (lncluding cover) R~ w>+4o e&ff~ ckrcL b4-JL. .p\'A-W ~ -~fi"'S t Lft)rov-e. · I·. t: ,·· . I . .. l -I I r. ------··· . -·--·-· ·-· ·-. ·---·-· . - I• _.,_ ----· --·--------- • • • Request for Information 011 I Detailed, RFls Grouped by RFI Number ISIS 1891 IBIS Lab 1891 Rutherford Road Cartsbad,CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 011 Date Created: 1/11/02 Devine Engineering Mike Devine Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court _P_o_w_a~y,_C_A_9_2_06_4 ___________ ~ ___ V_is_ta~,_C_A_9_2_0_83_-_834_6 ___________ _ Detail typ. wall bracing Structural Specification Clarification HDR Architecture Inc Leaford Blevins 1 Per our conversation, please provide detail for typical wall bracing for further clarification . t~~~~W4441 )~~t~1t®Eli!/ll@J Refer to attached details SX-4, SX-5, SX-6, SX~7, and SX-8 for implementation Prolog Manager Printed on: 1/23/02 G6odandroberts Page 1 • DEVINE ENGINEERING INC 12316 O.3k Kn.oil Rd., Suite C • Poway, CA 92064 (858) 748-6168 • --- • __ ,. __ _ n . -· . > ',I -,J,Ke uevine 808-745-6011 p.05 J06 r BK L~b s>'ff!NO. 5-X-y oF-----------~ CALCUtJ,TPllY------··-o~·E ------ DATE-------CH:C(i:C BY--------- SCALf . l I I . . ,. -·--. J ,---- -·~-,-,~-:--··--• :c:-1---1_.1 -.••• I.:~ : f!. ·r,tl' I) "·· .. -•r·" 'I:. . · 5I ··-·-,. •• •• 1-;,·-·- _____ J _L_I ·--__ •. ·· . -. §]-. ~in~1:-;r.:c·.~t~--.. __ u, -·' q;~o . ~ .:.~ .. i;.:.:1=, ~-=::. b-----~ 1 1 I --. ·-4--------~-------1 ---· . _::_ . ···--~--!.-(J ·-"'---rr--.-, --i-1 . ~-= ,i;._,,-:---P 1--· .1-:,.1 ... ..t.· 1 ,.,·-~ 0 ---1 ' -.--. .. . , o · _a-~ 1 t :: f ---~-_.::--. :,..; -· · i -r ;. ·.,-. --i -·--...l--L--1---\ -~ ~-r-------- : :. ):" fr-:. =--~--l--.. ----. . t; :'E· ,-;_4 o .... ._ . ---,·;,·:·. -··· ..,,. -· 1· ··-u-----'-. . ---- --- ... .. .··· . .. ._.·:.-,.:-:··. r: ... ·:- , . ! . ' i .. !· .· ! · .. ;· .. ' . ' ! i. I • • • i;.C6 JOO r srs LA11; t4I.u3 DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Pov.ay, CA 92064 (858) 748-6168 I 1, I ii . ! '/ @I] 1I I I. ,~~!! r' ' ,,,.,...- I ---.. =· T SI .S IfJIJ Lit~ -s=rc-:~ I ..__ ____ :-, I ' SnEET NC. s 'f .. s-c~·----- c,>LCULA7EOBY __________ C•A11: -·----- CHECl<E.J av __ _ ___ DA_E _____ _ SCN.E I • !.... ......___..J I • I ~ r ! I : !. i· .- ' ,---------: __ ,,..--...,__ . . . .rr--, . , 1' -e.. : : \::::;._ · __ ;;,, :=1:;:3~:=;::.::::::;::;;;:~,::::::;:=:::::::::.'.:.!..·V:.i:: '-::z .. ::;:,:.,, ;.: \=;,;::==:i:::i===--=====::::W:..:.:..··~···:_.._::,::_ ::::,-~ ~p'~ '. ': I! ,, :? :;\ J (;;·) (C8) (E) (Z) 1 -~ !H~ ·n~ ;:n ~ i r:~-\:-, ~ t1~ ·---· ---·· -- .. k 11 .. ._:: I· ! . I • t l t I f -- ·.·: _._ ... • • • 1 hi.:rsaay, Jani.:ar117, 2002 6:38 P.M DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 {858) 748-6168 ,.,, I\ . I ,,e S.F. ~- ' N I '<' (\,; I -~-, ')J_ 5 ... . · ..... M•ke De~ine 85c-7 48-601 ~ p 07 J06 Eeis LfJP; Sl-E::, 00 .! ',(_ ~ b CF •• CAL::t:V.TED6Y ________ C.£1!,; ___ , __ _ ChECKEcl&Y' ________ o,n, _____ _ .. -----. -·--·· ··-· . . . :I ;1 4y· I! :: '• I H . ~ I 1T i: I~ -l' . I ,! i' ., . . ~'° ~ •! ' . i'1·:1f: i ;· i I 4-,/ I,; f I t i -·· . --.)_:< : ." .·· ,:: ·-.·:::. -·. -~.-:-: :· .. ::· ,•• 1.l~ i>. i . 1·· .. i.--i.. I ·. f ::· ! L. -I • • • 'm:1soay, -,am.:a,, ' , . ,,JU.i o:-.,o AM •. r,,!,ke De111ne 855-7 45-6011 p.03 JC8 ['3I 5 l/}l) ' I CfS, 03 DEVINE ENGINEERING, INC. 12316 Oak Knoll RJ:1., Suit.! C Poway. CA 92064 SHEEl »:l. s )C -7 __ _ O~---····--- ~LCUlATl:O BY __ _ ----E•A"l"E _____ _ {858) 7-48-6168 t,"\ I 0 I -~- ' 0 I b ('\) ~ -~~i.. ·~ ~\ ! CHECJ,;EO&~--------o,.-ri; --------, I I I v --------~ -~ l 110 I -I !-------~~ 1 • I I -+------; · t I j I .. , .. ----L... ,.~~y~OfEWSSi!OA i-;_ I !;; rJ' \~ I ';:: I' ~ V. ~-\ SI ~ ·~~ :io,---' (I"\ r"!""\ r-------~--...,....,.--------=---=-=--------c:: , u. , ,_ rnj Exp. i2<H·2)0. :i; ,"::-,9S * "'"'!lLCT-f-'i"' .. * ~. ;4~ .~ ,_lf_) ! j i f ' r i OF_CAU -~ v.:,;--.-----~ _____ ... ·-·-···--·-·· .... -··· ... _ ·-· _____ , -:----·--- -·-" --=-f•l::'. ,. w • • .... • ' " •• •• t5> __ ,..."**""1J( .,.... ' .. Ml-BfA..U .. ~ b ~ ~le.~ ~c.~ft- J\b tJ~ ®· i -·· -~:{. -,,.:-·: ;_~~ ..... ~ .. - .' ~-·· i -~-.: i. l I f I -r-· I ·. : . ~ ... :-·' i. ,_ • • • ,,,._.,.:,1,,,.c.j1vo.1,""'a,j 1/1 L..v,.n!O . ...;vh1V1 DEVINE ENGINEERING, INC. 12316 Oak KnoU Rd., Suite C Poway, CA 9206t. (858) 748-6168 "-1 Q, ~ I ,v,.,<e UeV!ne 808-7 48-601 ~ p.09 ..OS I gr:J L /JI, SHEEfNO S-t. -f 01'·-- CAl.C\JI.A'Jla!) SY __ _ ---CATE ____ _ CHECKED!IY _______ DATE _____ /, . SCA!.E <:r ~ -tjQ i ./ · .. .. .. ·.-·>·-.. •:;•· -: '\ I::· f-.· .. f. :. f; . L . . . ~ . • Request for Information 012 I Detailed, RFls Grouped by RFI Number CA Lie. #377551 ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project# 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 012 Date Created: 1/11/02 Devine Engineering Mike Devine Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court Poway, CA 92064 Vista, CA 92083-8346 --..0....C...----------------~-- f. ~- [Sli6if4JLUiQ L Remove angle wings @ columns Structural Plan/Spec Discrepancies 7 HOR Architecture Inc Leaford Blevins 1 Per our conversation, please approve the removal of "angle" wings at the base of the steel columns that protrude through the concrete floor to comply with safety. • §yg§"!fil1™~ffl-&1&11MfflDtif8fJt~~--~- ~W'~ ~ • Prolog Manager Printed on: 1/23/02 Goodandroberts Page 1 • • • Request for Information 013 I CA Uc. #37755·1 1S15 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 013 Date Created: 12/27/01 = Devine Engineering Mike Devine Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court Poway, CA 92064 Vista, CA 92083-8346 ---"--'---------------------f ®'ffi ffi 1Ji mfm f$ ____ teee f§µi>ies\~~-MI jfDiscfpfrrf-~~~ Detail L 113 change to hard lid Structural Plan/Spec Discrepancies ~~"P-¥!fiUaji@jj$jifuQJPJea'ii~~tMt~~ HOR Architecture Inc Leaford Blevins 1 Per our conversation, 1. Please confirm the attached bracing plan for the office walls is as discussed. 2. Please confirm approval to provide framed ceiling members for the support of the ceiling in Lab L 113 from the wall system rather than by means of a suspended ceiling system. f§ygg_es FAAS'We' .!:.-~....-- 1. The bracing plan you have submitted for the office area walls is fine. · 2. Your request to provide framed ceiling members for the support of the ceiling in Lab L 113 from the wall system rather than by means of a suspended ceiling system in the space is fine. If you do this, you may omit the need for a slip joint between the wall and ceiling gypsum board frames. Since both surfaces can be ultimately supported by the same structural system. Please be careful to isolate the wall system and the structural mezz. so as to maintain this separation . Prolbg Manager Printed on: 1/23/02 Goodandroberts Page 1 • Fax Sheet BY: Date. Thursday, December 27, 2001 Nur:iber of Pages (includes cover pc_3ge) 3 Message To M. Columbo I Pam I 760 268 0593 Good a:"\d Roberts, Isis Site Trailer 1 Carlsbad j Catifcmia If you de r.ot receive an of the ~ages. please cali 855-7i2-8400 as soon as possible Message From Leaf Blevins , Ibis Labs 858712 8372 Mike/ Pam, • Per our conversation a few minutes ago, please note the following: • 1. The bracing plan you have submitted for the office area walls is fine. 2. Your request to provide trarned ceiling members for the support of the ceili11g in Lab L 113 from the wall system rather than by means of a suspended ceiling system in the space is fine. If you do this, you may omit the need for a slip joint between the wall and ceiling gypsum board frames. Since both surfaces can be ultimately supported by the same structural system. Please be careful to isolate the wall system and the structural mezz. So as to maintain this separation. Leaford Blevins Copies: Jennifer lewis . HOR Arc'hitecture, Irie. 9444 Farnham Slree: Suite 300 Sa:i Diego, C~ 9Zf23 -------~-- Telsonone 558-712-8400 Fax a.ss-712-8333 Archile.:ture En,;ii'IISer:ng Planning Interiors 'l."'!°I' .. ; 1 1 ·,·,r,7 ·; i 'J"-JJr\. ·~ Q': -j, ;. ~ .J •: ,J -..., \ I-L i· t-- 1 · · t i ; ' i i f ' [ I t ; i t- f .. ! :_ i-. l_-": i I ! i I. i \ / • • ./ / I ·-i r -,/ ~1 t ~ 7.9 w ~ -~ tt<Dill '1' I !;:'.I ====::;:1=~=~;;:::t ===:;:1 ~=, =, =, =: ====( ~.;.~~ I .I C i I 218 S.F. I 1c ! -1 _I.. I I --- 1 ,, I t±:===========:;: -T ..... ,1 ,' Ii I!- ! :I I l~l I. l I I I I I ; I I f I I I ! IL ! 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""".,._ .. , ........ i--,o._, ___ :-:----:-~~--~-- : -/:_\:--· .. ·_:;-::-:_> ! ... :: . ;. : ::: \):-;"-<lk-:/·:_:i\.' .· ... •• • •' ·• •••· ····-·~·••••••· ...... ~--.-...... --~-·--,., .. .,. __ ,.,,,., .. ,, -···-·--·---·-----~~"."~-..-•--1-_,...,.,., .. ,,..,_.,_•••t-l"t .. ,-.•.,...•••-t.-1"'...,.,"'0ll_-t,.-rr1-.,,.,,.,..,-:..-~r:--"t""~--,__--- • • • I Request for Information 015 I Detailed, RFls Grouped by RFI Number CA Lie. #37755-t SJ..\ ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 9200? . Project# 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 015 Date Created: 1/11/02 Devine Engineering Mike Devine Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court _P_o_w_a,,__,y,_C~.A_9_2~0_64 _______________ V_is_t-'a,'-C_A_9_2_:.0_83_-_83_4_6 ___________ _ tffitfiiliiflyro--- ~~,iiii# ~-D)§'.~Jffilri-~ N2 Tank revised footing Structural Plan/Spec Discrepancies Lii;~JiiNlm¥1 £ 1NliiW@hlariN~'.iffiilt~~RP1~1Ntim•~~~ HOR Architecture Inc Leaford Blevins 1 [WE1iift~ m -~Q'filefR@CJUfi:\fdlftt~M1I Per our conversation, please provide a revised footing detail to support the N2 tank, mlfg"9'IM~~ iiiB#iF#i¥4iiif~~~-~-~ F-An~vm'fu\~~~~.&W~~~f"~~~a!i5Y<ef~~1i16l(g) Please refer to attach SX-1 O for revised footing detail for the N2 tank . Printed on: 1/23/02 Goodandroberts Page 1 • • • 1 nursoay, ,1am.a,y , , , L\.JU.: o.-,0 r1r1: 0:: d • '11 • • • I ~I O~VINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 {858) 748-6168 • • • • • 0 10'-f>' ,,CB [JiS' Tl 11=-"R...._,.iJ_l_c-~i,'--___ --'l_~_.5_. 0-=1- ~HEET NO •. 3/SJ...O OF----,---- CALC\JLATEDB'(-'rr,_t_G. ____ CPT: i /16 /a CHECKEDo't _______ Cl-Te _____ _ SCa.t.E:_ •4 e 12• 0.C. SOiH HAYS SLAB f£R PLAN • • s: J. ,. • • r' 'Se 12• O.C. 00TH HAYS ~EVtS'c-0 ~00-r,r-1~ Fo~ NQ. TAt-.!k I \ "'SCALE:-: l ':. \-o II \ ~\ S' · ·t.'o\ S' LA-5 OE. --..lc:>6 N~. \ 9~. ~ · • • • • • CALfo'377551 A 4 g 3 . "2. Request for Information 016 I taile ; RFls Grouped by RFI Number ( ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92.00& Project# 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 016 Date Created: 1/11/02 Devine Engineering Mike Devine · Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court Pow:::iy, CA 92064 . Vista, CA 92083-8346 ----'-~---~----~-------- ~ AWi9 :IB at~-- 6x6 angle change @ AC Structural Plan/Spec Discrepancies HOR Architecture Inc Leaford Blevins 1 Please provide angle change for 6x6 @ NC (to be sent for plan review). ~"'g§Tst1sn-W@P~Jk-~~~~ t:ttfsf?e~~~~~B~~-P~iaftu1tswe1~ffl11.6z@ See attached . Prolog Manager Printed on: 11:?3/02 Goodandroberts Page 1 • • • 1\11,:<e t..1e111ne ooc·l '/:l·~v,, p.04 ·~1~iA7i17\ (,, ~ ~EVINE ENGINEERING, INC. ·\. 12316_0a~ Kool! Rd., Suite c ':-'oway, CA 92064 (858) 7-48-6168 ; I . : I I : . I r ' ·:·····: . ' . ' . :s«im_J;~~-t '. .. , :p~ :I , ,_ ..... .. ,.. . ; .... p AJ.: ... ,° .. : . Jl)BJ..B [' .5 L f! (s _ __c_;;___ __ _ 1crs·.~3 SHEEr ~-___ f~-~ J ·--'------OF·-----;---- CI.LCULA7ED8Y ML C . -·-··--·-DATE J /1 ( I OJ. CHEC~F.CB"f. _________ D.>.T:. SCALE . . I ·, . . ; ' . : I G l~b Oli l~(,k (/<=~ p{a.~ sx,-_3 __ . .. l)(:J~mt,,: X»; da/····i"-:111! ... ti····· i : , tf · :t; · · : · · ..... , ...... s. vi-'"' .... ,. 1 ""'-':"'1 ria._ ·, ' :. , ).!~ -· 1_ I •' i /, . , . : : .. , .. -'· ... · · . ., · +· __ ;;-· .. , c~ e ___ : ___ ·i_-_ ... , ...... . :. : [ '. . : ....... ·~·· ... . ;4-l:'::)t· ;. : ... ,.: : : . i ---····------~--------· --------- • • • Request for Information 017 I CA Lie. #377-551 ISIS. 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project# 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 017 Date Created: 1/15/02 Devine Engineering Mike Devine Good & Roberts Inc. Mik~ Colombo 12316 Oak Knoll Road, Stet C 2320 Cousteau Court Poway, CA 92064 Vista, CA 92083-8346 --~------------------- ~ ~.,,,.,,. ~stfa~~ Nailing Schedule for Roof Structural Pl~n/Spec Discrepancies ~@'m'iFiliiffl!tiE HOR Architecture Inc Leaford Blevins 1 ii.: Please call out diaphram nailing for A/C platforms as there is no schedule for this (this will be sent in for plan review) . Attached Sketch SX-15 is ok for use . Prolog Manager Printed on: 1/28/02 Goodandroberts Page 1 •nt By: HOR; • 858 712 8400; Jan-24-02 9:40AM; Page 1 • • • • • • Fax Sheet Date: January 23, 2002 Number of Pages (includes cover page) 3 Message To Mike Devine I a58 748 6011 Devine Engineering Poway j Califemia If you do not receive all of the pages, please call 858-712-8400 as soon as possible Message From liR Leaford Blevins Isis Project, 86, Ibis Labs, Revised Ibis lab Detail 858 712 8372 Mike, Per you:c request, I have taken a look at the <lttu.ched $ketches. SX-l5, SX-16, are OK. Currently, there is an effort underway by Paul and Encompass to find an alternative location for the 3000# unit noted in the unnumbered sketch. I believe they will locate the unit inside the building volume rather than on t.he r.oof _ Paul should be in contact with your office later today. Thanks, Leaford Copies: J Lewis, HDR. / Tim Heinichen, Good and Roberts, 760 598 7659 HOR Architectun.1, Inc. 9444 Farnham Street Suite300 San Diego, CA Emp/oyee-Recehed Time Jan.ff:rs:23AM Telephone 858· 712~8400 Fax 858-712-8333 Architecture Engineering Planning Interiors ent By: HDR; vveonesaay, January :C,j, "LVJ.L 4'.l::> 1-'M 858 712 8400; MIKe uevme i:so~-14~11 Jan-24-02 9:41AM; Page 2 p.u., , X,3 U,·.t TI Ik L4 • DEVINE ENGINEERING, INC. 12316 Oak Knoff Rd., Suite C Paway, CA 92064 C I s,"" BmETNO. ___ ,l.._~.,._-_____ _ OF--------,--- °"TI;----,1 /F---2;;;..,aaJ~/a."-JE:IQ_ cH.OIJIJl'tettl oy,_...a.tJ?~L.;:;....::(=------ (858) 748-6168 cttec~pi,y ___________ _ EN\1E ________ _ . :··· .. -····· ···· ·· ·· · A , 1~ i } i-lr~-!r····--........ , ............... c.1vAL .... ~. .c. Sq\ te • • : I I : : --~· -........... . :·· .. ... . -... ·· 1·-·----... . . ' . : _ ... i··r: : _; _J, ... t ..... : I ' . _:,, ... ·f ... ... : ....... l. _ .. r-6 .. r ••• ·r· " ~~llitrA..J .. ~ ..... ~h : ~; ~· ...il~~f; ; ........... -·-· --t ...... ,. i ? • • . : ·u~:--1· ·--t···,+-· t j : 1, . . · . : ......... l2.i:I.. @l i . . :· .. -. ·r .. ~ : : ; ~-i-:Ai.( ' c~;~:j . . ! .. ·- ~ ... ' ... i .-. r--1... .... ! .. ............... , .. "" ......... -i . : ; .... ! . --.. ·I-· ··:·· .... , ; • • ··! ........... ~ . • : . ~ ..... . i ' . •. !· .. ---~ ----.. ? : j ........... _ .. l . -·--·'--·· --· ··r-..·j--·~·; l . . r.P"l .LJ. ' . s ... /. .... J~ .. ---~ ' 1 • • ti;J1 • ! ; oO M i. ----.. = ,,,, • .,., ~ K O : . : ; ~ •i··-··--·-... : ............... _ ............. ~-- . . ... --·! --·· .· .. ···i ! .; -· ·····-i-: ··r;.·= : ,· ·!·----~---· .-y{lt~; · .. ···•-----·· . ' . . r • -r -·-.----------· •. ---.. -----i. : ,. (j i -i-·-~--Ll i . _; . • i ·-r-~: _:__ __ _ ~-R'!J~ ~~J~p. .. :F~ ... --Boo!f. -: ....... i.. i ..! ____ ; _____ L .... -.i ... ~ .... J-...... j ....... /. ..... j ; l i I : I f I • ,..,, ___ , _ ...... ; ~ ! ··-r ··.·r-......... :-. . ................ ·-· ;_.,_,. -{---- ~ ! . . ... 'i -·-:-··--·· ; t Received Time Jan.24, 8:23AM ' . ' ...... t-·. -:· . . ; ·-t ..... ·r···- ; -... : .. ,_, .. ~ --.... .. . . --... _,_ .... -·--·- ... _ ..... i . .. ~ ... ; ... -· . ,· ...... I r .. • • • • . CA Lie. #377 551 A3 S 3 .'2-- Request for Information 018 I Detailed, RFls Grouped by RFI Number Q.c\-1'-5 ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 018 Date Created: 1/18/02 Devine Engineering Mike Devine Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court Poway, CA 92064 Vista, CA 92083-8346 --~-------------------~~mm- Structural Plan/Spec Discrepancies HOR Architecture Inc Leaford Blevins 1 r;d~tf§-~I A _;-~~o1feltN®'.tfe~~'lggj Please confirm it's acceptable to use the "platform" detail as designed for the Vivarium for the remainder Ibis Lab platforms . 1/23-Attached are details reflecting the platforms as built to date. Please note F-hangars were used. The heaviest (EF-2) straddles the bar joist. The rest are 513 lbs. or less. The weights provided in the subcontractor submittals are different from the plans. Please review and let me know if this is acceptable as is or requires additional support. r,Aqs'we~ --~~S@t~si.'if~il Approval for use of wood platform on top of plywood approved detail attached SX-16. Paul and Encompass to find an alternative location for the 3000# unit. Prolog Manager Printed on: 1/28/02 Goodandroberts Page 1 -nt By: HDR; • 858 712 8400; Jan-24-02 9:40AM; Page 1 • • • • • • Fax Sheet Date: January 23, 2002 Number of Pages (includes cover page) 3 Mes$ilgeTo Mike Devine Devine Engineering Poway 858 748 60j1 California '+val \cu-- 1 /2~ C: If you do not receive all of the pages, please call 858-712-8400 as soon as possible Message From Leaford Blevins Isis Project, 86, Ibis Labs, Revised lbfs lab Detail 858 712 8372 Mike, Per your reque~t, I have taken a look at the ilttached sketches . SX-l5, SX-16, are OK. Currently, there :i.s an effort underway by Paul and Encompass t.o find an alternative location for the 3000# unit noted in the unnumbered sketch. I believe they will locate the unit inside the building volume rather than on t.he r.oof _ Panl should be in contact with your office later today. Thanks, Leaford Copies: J Lewis, HDR. / Tim Heinic:hen, Good and Roberts, 760 598 7659 HOR Architecturv, Inc. 9444 Farnham Street Suite 300 San Diego, CA Employee-Rece'ived Time Jan.ff:ra:23AM Telephone 858-712~8400 Fax 858-712-8333 Architecture Engineering Planning Interiors ent By: HDR; 858 712 8400; Jan-24-02 9:41AM; Page 3/4 p.04 we~nesday, January 23, 2002 4:15 PM Mike Devine 656--748-6011 • DEVINE ENGINEERING. INC. l23160ak Knall"Rit. SUJta C Pow«J, CA 92064 (858) 74Ul68 •I • • • • f • • II •• a. • -·-• • •• • • ..... ... . ,. ··r -s--\ s-.:. r· BIS L 11 B OE . ...JQS NO. icvs. oa <:;;,<: -/'' • .. , ' R e c e i v e d T i m e -J a n • 2 4 . · 8 : 2 3 AM · x-r~,..,-Tl :c«r5 LI/($ arta!TNO. ~ )' -/ti 01" --.....-----~~ft~'~~~~~'-----l>KfE ..!E _~-~-~~-- CHl:QCED_lrt _______ 0An------ 8CM.a .c .')( . .,,- ~ ~& ~ i\_ n -t- -• ~ \Jl'-1\ . "'~~ G • j' ~ -~~ .:,t. ~ •. C!' • '--..,. • • • ' CAL"-1377551 A 4 Request for Information 019 I De~led, ils Groi b/y 7Number £ 3.L o>\ ISIS 1891I8IS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 019 Date Created: 1/22/02 Devine Engineering Mike Devine Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court Poway, CA 92064 Vista, CA 92083-8346 ---<-'----------~--------- ~ µnf i?J. __ _ tmmf!El- Detail Typical joist-to-wall connection Structural Specification Clarification HOR Architecture Inc Leaford Blevins 1 [QuilS:tt~ilitliMWtttt-~'D.'at1n{egfiit~.@ Per our conversation, plea$e confirm the attached detail for typical joist-to-wall connection is as discussed to be used at room L 105, 108, & west end of room L 114 . . tfilf91Jestio'iF~~~-~~ • Prolog Manager Printed on: 1/23/02 Goodandroberts Page 1 • • . j.S l~-- : . ./ C,, ~::::, ·::~;, ' ' V\.I C} (-_.-,. ..... . .;. r:·.: r-_c .... ~. ~ft.: ~,,...--;·' /; .=· . ...--.·· .. \ • I\ · . .. .__.I":,.!. ,- 1 . ..----.. 5\-~ M--L o~-¥r-. A -I c-l A -s-02.., ,>-X~-\-{) \)s£... ~ev--Q__ ~ ~ ~ Ll0S /10'6/~"f.M.9 (:Jr; ~ L\\4 ~r· • ·, . • • l > LS --LalSS Jot) . ttsP ... I~ pt~L ?.s -· Ff"A-,M,LO l-Lj cJ_ . w-Q.,,l\s '@) ~ WM.,t- ~l~ ~~, (?(~ ~ rllvQ_ C12D Cv L-~s fr; ~ w J(·~ 111/t 0tV-MlHI\-s:~ ~-{~ , . • • • • 1 uesday January 22, 2002 2:, 2_ PM Mike Devine 858-748-6011 o.04 DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6163 J06 1 SiJ TI I b;; L ~ h · 11.r.c3 SHE5TN0. 5)\_°-! )._ OF _____ _ ,...,. (, ~•TE l /Jo~./0). CALCUU."TEC BY--1!:':.__:._1... _____ ~ _ _ , CHECK!:D8Y---'------O,,.TE.------ SC~E . : i •.. Ioisf:_ to FLt11 _rle.,~4, 1..v~11 C,_6ti~r._c/,j~-.,. Sc:a.1 : r "-= C1 ' -···-- • • • DEVINE ENGINEERING INC 12316 Oak Knol! Rd., sui;e c . i ., Poway, CA 92064 (858} 748-6168 --·· . . ...... : ! : :·-···1. ; .. J08 r ~;1 rI SHmNO. ~ X:-I \..~ -----c;:--.--,----- CAlCULATEOBY m L l OATE.~"J./ o). -+----'---- C ttec KE D S V ________ ~TE _____ _ : ... ~- "i" ·--~ ! : ... -·-·. : .. ·····-=· __ : ..... :. -: ........ ; i··· .•• • ~ • ? ..... : ..• t ' .. ' ,. r : : .. ! • • • DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd., Suite C Poway, CA 92064 (858) 748-6168 ~c~f: :1 II= _'-I I ~£1-1;!,-,e~:CS-·t":~ -- Jes Tsu TI I.X-l 3 ____ o: ____ _ SH~ETrlO. --/ '"} --, / r. '"l )',J l' D4"':li _J~_ C~CIMTEDS~_!..:.L..:....:,:c.__ ___ _ CHECKEDBY' _________ OA-~------ SCALE .ho4.: R-~-vic,k Cx C Skepers ("\_ "" • 1 .., / ,,. ,, • M'.:r p. To ,J , I s r .{ ~ -C> f>?J It\ e,me.e,J., ilnt'I-.. L- T. i.J.' c..b 5X-JJ . .. : . ---· -·------------·. ------'--------. ; ___ -·· ----~ • Request for Information 021 I Detailed, RFls Grouped by RFI Number • CA Lie. #377551 ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 021 Date Created: 1/22/02 ~~' • V • • • • • • • 'J iru-·~ -• =-~ -~ • , ,. · .;~.. , ·' ' .. !.C a!;e•, 'J•:/ ~ .. ,)f;'{i1lb;"·7··~~ • h ,. -. __,.--~ /'C._,... , • ._--.v,,,._•.,, ~~ . -· Devine Engineering Mike Devine Good & Roberts Inc. Mike Colombo 12316 Oak Knoll Road, Ste. C 2320 Cousteau Court _P_o_w_a~y,~C_A_9_2_0_6_4 _______________ V_is_t_a'-, C_A_.::...92::..0:..:8:..:3_-8:..:3.,.;4.::...6 ___________ _ Calculate structural for AH 2 Specification Clarification f~~.iiiJf@y;.id@j HDR Architecture Inc Leaford Blevins 1 f.Qufflrt-Pi 11 NWtM ~~Jfat~:ttMo'2t As discussed, attached are cut sheets for Air Handler #2. Please review and confirm structural is adequate, otherwise provide revised detail to accommodate. • [fil!gg£i~~FHi!i!tr·~~°™~'ffl'$,.~~ • Prolog Manager Printed on: 1/23/02 Gooclandroberts Page 1 ----'-~·-'--'--=--:. •.••• :,--..:...:......:.:..._ __ . __ •. ·-~··-=-· -'--~-·...:._· ~-·,·....c...· · .a:I· ·_-_···-. .'. · ··· · ··-··· ··-·----=···. :-_-,.'·,:-:.''.;: ... -:-::::_:_· I.-: f -<· ax: ate: -• GOOD & ROBERTS, INC GENER4L CONTR4.CTOR, SINCE 1979 2320 COUSTEAU CT.• VISTA, CA 92083-8346 • 760.598.7614 FAX: 598.7659 TELEFAX Job Name: Is Ts Job No.: //...3~ From: Ckc\~ goodandroberts.com CA Lie. #377551 I-U-02. # of Pages: ~-5 ____ (Including cover)· NOTES I/ere °'--'e_ vxJgc-J. _ de.-wrlh <Ao1_ °10,51 V>n 4:) :)~D -80/~ /£393 I r uL .. -.. - f:s -r c::, f· . r-:~-r --- 1 · f . l . . i . i · .-f ... ; -f 1 · f ·: 1 -i r-- I =-~--:\·: ··.-·.·-· l t i .. _ I [ .•: .· . ; : • : -.-: ! • 1-.::·: ·-.-_:··. ! . ! .. i ! I 1 I l1· ,'.I·· f· . .. =.·. ·. ·. _: • UNIT CONSTRUCTION '/.ode!: PCArl-39X46 C:;;i~truclicn: Indoor 3~se: 6" X 1.92" X 8.2#/ft s:ruct:..ro! steei cr.on~1el prirr.ed and pointed with performance e!Jcrne!. 2:Jse ins:ila~ion: i" ;::,!~,ureth~:ie f ~cm Exterior Material: 16 Qo. G-90 Galvanized NOTES FOR ACTUAL OVERALL CA9,~tT :};\fENSiCNS CN SJSWTTAL DRA~lNGS ADD: -DOOR HANDLES: J.oo· -WATER CCK CCNNECTIONS: 4.co· -·,i,EA :HERPROOF ROOF SLOPE: 1 i4'' P£R FCOT LEGEND s ~J" ~ 0-2· ~ P-CO'JE ~'-/,f.AHRHC-OJ WCP GAG[ D? CAC.[ V :$] UGHT Sniii:n f# l:GHT fJXTU?.E G) i~ffTY SCREEN ~ 1::cv CUTU:T cID WALK-ON GnA 1Nc ACCESS DOOR LIST ® Width He:oht Viewport HW ::;wine !I.aunt. (D !6 29.CO None GV Cui Vert. (I) 5 31.25 None GV NIA Vert Q) 24 29.00 None GV Out Ver1. SECTION UST • s::c1 # DESCRIPTION iP INLET PLf:l'iWA . ff-1 fLAT FILTER HC-1 HEATING CCIL . CC-I COOLING tOl PL-1 PLENUI.I PFAtl SGPPLY FAN RH RfG:D FILTER r-,;::, DISCHARGE PLE'!UM I ..,_ ,. -· DRAl'rN BY . JOB NUMBER: MS/FPR 01-82858-02 DAlE SHEET Of 12/3/01 • [2.00 ·r:- -%.00 18.00 y ~ 14.00 • --F\ /-\,U/ I ' I \ \ ,;."-, \d ---... . ........__ 7 y 30.00 ~ 8.00 PLAN V1EW 1-----------------150.00----------------1 [2.00 I y 33.00 12.00 I I 10.50 I 6.00 •• SCRIPTION DP PFAN CC-1 RF-I PL-I HC-1 "·"T"·''l"·"l"·"T"·"l "·" ___ _,., ·----l' F--::.:>:: r-:-:: =-----::,:: :.:::---:: : --::.,:: ' -----JI r---:: : ____ ::,.,, "'-· .. ' --:::::.-:: k~ii ___ =--.., 268SLES FLEVATION V1EW FCR YORK INTERNATIONAL FF-1 y 26.00 ~ 3.SoJ ISIS TAG: AH-2 .. ... ; il:l~~~:f Custom Air Handler Submittal Detail 12/03/2001 Pg. 1 of 2 . Project Nome: ··Isis Folder Nome: AH-2 System ID: 256 Ship Weight: 2685 Unit Tog: AH-2 Unit Type: PCAH Quantity: 1 , •The Unit column shows fh• sfondord unlf consfrucllon. Deviations ore shown under the affected· section. Unit Si,ctlons Unit OP RF-:-1 PFAN PL-1 . CC-t HC-l F'f'-1 IP I Internal SP (In.) 1. 15 0.12 I 0.27 0.55 0.06 0.15 I Bose Floor Mot"I Thickness 16Go. Floor Material . G90 Sbflr Mofl Thckness Subfloor Material Cont. Weldino Floor Drain Drain Pon 304 Casino Thickness (in.) 2· Interior Mot'I Thicknes~ 22Go. Interior Material G90 Insulation Thickness· 2· ln·sulotion Type FB . Blonkoff Material G90 304 304 G90 flntemol Woll Material G90 ~-~ . ~r :onstructlon: I Point Type: None Point Color: None Curb Height: -·lcols· ffi Lobel (UL1995): Yes Unit Nome Plote: Standard Foil Curb Insulation: . Outlet type to be Approximate location for electrical components as shown an drawing. The unit will hove lights and Fon & Molar -Supply: CFM 1700 TSP 2.34 ISP 1.15 ESP 1.19 Type Plenum Size/Width 13/1007. Scroll Drain VFD Volt/Phase/Hz. 460/3/60 Style/Closs P91/I P-Cone w/Gouoe Inertia Base RPM -Fon/Motor 2223/1800 SF (1.5 x BHP) Fixed Blade Type Airfoil Econodisk w / Ac.tr. Pneumatic Ext. Lube Lines BHP Fan/HP Motor 1.1 /1.5 Spare Belts Arrangement 1 Inlet Screen Bearings 100K l-10 Frame Size 145T Spore Drive Set Deflection 2.0~ Fon Screen Motor Disc. Type-Efficiency ODP-Hioh Spare Sheave Isolation Type Seismic Belt Guard Fon Wire J-Box Drive Type Belt Motor Rmvl. Roil :;;-.. '.?~:; i\C::l\G 1 \ 3Ze5a\'.:2\!!58-02ccto.cwa ~:= uAE BY i DESCRIPTION FOR =•~~--------! YORK INTERNATIONAL . :-·------------------------------'----~------------------------ • ·; :l!.'::-i :f Custom Air Handler Submittal Detail 12/03/2001 Pg. 2 of 2 :Filter Qty. 'Filter Size 1 Qty. Filter Size 2 lood Type Efficiency Closs Spore Frame Type Frame Mot' ··ff-I Flot Filter 1 24 X 24 X 2 1 12 X 24 X 2 Side 307. II Slide Rock GALV 'RF-1 Rigid Filter 1 24 X 24 X 12 1 12 X 24 X 12 Side 90 -957. I UHF GALV - ;coll Qty FPI Row .Type "H• X -w· Stock Rock Drain Pon / Intermediate Pon· Connection Dia. 'See Attached Coil Perfonnance Shet '.Hc...:.1 -:cc-1 Sound Summary ·:ooenino }P Segment Inlet :op Seoment Outlet Fon :Supoly Fan · • Reforence Only :segment Location IP End i CC-I Airstreom ,~lotion 304 G90 • 1 12 1 CDW 21.25 X 33 1.50 1 12 6 CDW 21.25 X 33 304 / None 2.00 Sound Power Leaving Each ·opening In The. Unit Bond 63 125 250 500 lK 2K 4K 8K LW/LWA (dBs re 1.0 pico-Watts) 78 77 7-4-75 73 73 68 69 84/79 74 73 69 71 69 69 63 . 65 79/75 Cosing Radiation Sound Level : Bond 63 125 250 I 500 lK 2K 4K I 8K LW/LWA (dBs re 1.0 pico-Watts) I 72 64 56 51 44 39 31 30 73/54 Performance Information -(Height &: Width -inches) (Area ·-sq.ft) (Face Velocity -ft./mln) -• Reference Onl) H/(qly) X w Area Face Vel. ~egment Location H/(qfy X w Area 26 X 30 5.4 314 FF-1 Airstreom 24 X 36 6.0 2.1 X 33 4.~ 349 RF-1 Airstream 24 X 36 6.0 Legend Description Abbreviation Cescrfptlon 304. Stainless Steel BSTL Black Steel Galvanized G90 GALV Galvanized ISIS TAG: AH-2 face Vel. 283 283 Segment location H/(qty X w Area Face Ve HC-1 Airstreom 21 X 33 4.9 349 DP End 12 X 18 1.5 1133 Abbreviation Description FB 31 Faced Fiberglass UHF Universal H·olding Frame DRAWN BY MS/FPR DATE 12/3/01 I JOB NUMBER: 01-82858-02 I SHEET Of • • • Request for Information 022 I Detailed, RFls Grouped by RFI Number ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 022 Date Created: 1/22/02 HOR Architecture Inc 9444 Farnham Suite 300 San Diego, CA 92123-1379 f$u6iij-.--;/ ~'l\,,~t~ ~ ... Slip track for two track, C-2 l~~··· ~ ~- HOR Architecture Inc [Qu"' ~~- Leaford Blevins Good & Roberts Inc. 2320 Cousteau Court Vista, CA 92083-8346 eo fa~~~§PRl5~tes!ilt -~~~it*i.t'..f4~ .. T..:J".,._r~{;&"t"°£ :1' :.,I, Leaford Blevins 1 Mike Colombo Specification Clarification As discussed, attached is C2 revision from dual track to new slip track where rated walls are shown too close to the structure . Confirm typical for use with exception of wall type 6B & 2A . Printed on: 1/24/02 Goodandroberts Page 1 • • • ~----J-----;J Fax Sheet Cate: January 23, 2002 Number of Pages (includes cover page) 2 sage o Charles 1 760 268 ose3 Good and Roberts, Isis Site Trailer Carlsbad ! California .. If you do not receive all of the pages, please call·858-712-8-400 as soon as possible Message From I Leaf Blevins 858 712 8372 I Ibis Labs Charles, rage ·,1i I-ill Attached is sealed copy of the drawtng showing the use of the new slip track. We will include a revision of t:hP. det.ail in Amendment Number 3 to the plans. Leaford Cople:::;: J. Lewis, HDR. HOR Architecture, Inc. Employee•oLvned 9444 Farnham Street Slite300 San Diego, CA 92123 Telephone 858-712-8400 Fax 858·712-8333 Architecture Engineering Planning Interiors :t mV , . r;{ / ~:,. ! -../: ... ,j .) : .::\ Jj, i .·:: '1!; i .. ' · . i5:-· I /1::· I !~.' ' JP', I t I • ' t7:: U~0£RS1Dt OF' ROOF' 1: : ., 1,' ·uNOERS!OE OF ~UCTURE WHERE CCURS • WALL AT STRUCTURE SCALE: 3,. ca 1 '-o•· . _..,. '•. . ' ... .... -. ; . . . . . . :_•:.·,: ·( . ·: ............. · ......... · = ~. ': .. • .· .. -.... ·.· 24 02 1~:20P:.I; .,an· -· STRUCTURE CX!STINC MTL. FlJRR!NC 1-S REQ. :io GA. SLOTTED METAL TRACK AT TOP OF WALL S!MltAR TO SLP-TRK (R(F: IBCO £R-5,H4 ). ATTACH TR~CK TO SiVDS WITH #8 . WArERHEAO SCREWS ATTACHED THROUGH SLOTS AT CENTER OF' st.or. 00 NOT ATTACH SCRt.:WS iHROUGH OR'ff/All TO TRACK. WA1.1 Sf:E PLAN : : ·: . ···. l \ \· UND£RSJ0f WH£RE IT FULL H£lG~ Ar:T<: "~ ~ \ \ l \ I i \ ,::.- ;-·_._: r:. l I • \ \· . \ \ t . • • • I Request for Information 026 I ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project# 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 026 Date Created: 1/31/02 ~~~..n-~li~«im~~~- HDR Architecture Inc Good & Roberts Inc. Mike Colombo 2320 Cousteau Court Vista, CA 92083-8346 FSo ,•ec :.s ..•. ::,&1~ .. ,~· '"' Pony Wall on Freezer (82 A504) """~·rniii'iniin'1l:llra~™..,~~~~~~-,,..-..,.._,.""'"""''"""''""----~N--=:as-~~-""'m-~,,.,,_T-J0~~-1€1l""""""' " ~·· ;1a~~~~!J~~~~&~aw,'~t~Y,,WJ[~g,1,~~i.~~~~~~;:.,w,1~~~ MPE Consulting, Inc. Dave Aabram 1 f.~ues om ~ Bill . , . · , -~J::~--V.~fiw~T~';/~~01rte1~e,,uif.ecl~fP·rnr~ · W+'A1~~ , r-' • ~el'ffil~~~*;t~~~~¾ .... ~~~~~~~~§;1$~ Per Charles Byrum's conversation with Jennifer on 1/30/02, please provide the size, the spacing, and the bracing for the pony wall on top of the freezer/cold room . REVISED: Please review and complete this design for the City 1/31/02 . Printed on: 2/1/02 Goodandroberts Page 1 ISIS 1891181S Lab 1891 Rutherford Road Carlsbad, CA 92008 ' . W,@tttfif!f'ftft J~,3)~0~ n~te Answered: · ·· · . : ~roject # 01138 . . , :;,· Good & Roberts Inc. c ... : .. <... _ . .-... ,. _ · .... · .;_Tel: 71?°-7??.8-0590_ .. :F:ax: 760-268-0593 ,.· Answered By: Printed on: 1/24/02 Goodandroberts Page 1 ·>:::+\/<. .. · .. · .. ·' ·:·:·.·. .. ·--. . . . -. . . . -_._. :.·-. ! i.· ·: . . I. . !·:_·:. ... - ft/ . .-·_ ,:·f/{J • • Request for Information 030 I Detailed, RFls Grouped by RFI Number ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 030 Date Created: 1/31/02 Devine Engineering 12316 Oak Knoll Road, Ste. C Poway, CA 92064 Mike Devine ---------------------- Good & Roberts Inc. 2320 Cousteau Court Vista, CA 92083-8346 Mike Colombo _.,, " ---~ ii'~~~~-~-- Detail Stairs A-103 Structural Specification Clarification ~~~~&~:t~'ll.,~s~&Fiii!I~™~~lm~~~~~ MPE Consulting, Inc. Dave Aabram 1 Please provide structural details for stairs A-103, line F.5. ~m!li~'\~11!~~~~~~~~~~~~ • Prolog Manager Printed on: 2/5/02 Goodandroberts Page 1 \.,,J4~~ -LS~S \ 8q I _ ~t,_,,\,\ UJ~ "f21',ct'tv\ ~~<J rE..1v'"i-:CS · ·----------r \ ~ '\._} ~ ~ ~~ t4 ~. C) ~ ----' c{ \-h ~ • ~ ---~i "" ,J ~ - :s: /, 1 '-"1 \ "-..J ~ \Ji • • • Request for Information 031 I Detailed, RFls Grouped by RFI Number 5 \. 3 a I<- 1515 18911815 Lab 1891 Rutherford Road Carlsbad; CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 031 Date Created: 1/31/02 Answer Company Answered By Author Company --------'--------------------Authored By HD R Architecture Inc Leaford Blevins Good & Roberts Inc. Mike Colombo 9444 Farnham Suite 300 2320 Cousteau Court San Diego, CA 92123-1379 Vista, CA 92083-8346 -----'"'--'-~---------------~- Co-Respondent Author RFI Number Subject Discipline Category Draft Stop "B" Detail Structural Specification Clarification Cc: Company Name Contact Name Copies Notes MPE Consulting, Inc. DaveAabram 1 Question Date Required: 1/31/02 Please provide draft stop "B" detail I have sent Delete detail 03, A-503. Suggestion Answer Date Answered: Profog Manager Printed on: 2/14/02 Goodandroberts Page 1 • • • ISIS 1891 IBIS lab 1881 Rutherford Road Carlsbad, CA 92008 s Request for f nformation Form Project # 01138 Good & Roberts lne. Tel: 760-288-0500 Fax; 760-268-0593 ~~ Je_r"\O',f er ---··-·····-· ······-··--~---·--· -·-·····" --···-··· . ···---···-----............ ---- ------·-·-· .. ···---··--··-·--·-·-·-···-"·. .. ----·-··--······ ---· ----·- ---·-·· ····-----____ .... ·------- -------------······· ... ··-----····-.. ·-·---·--··--··· ····--· ........ - -----··········-·-···-----·-······-······----··--··-.... -. ·····------ .......... -· ... -------------------....... _______ _ --··-··-------------·-···-···· .... ·----·-- ---------····· .. --... -·----···-· .. -· .. ··· ---------·· ··-··-·--·--·--··--·-···-··· ·-------- ···---·-----···· ....... . -'-------·--..... , .. -·------- ------------·---···-·· -.... -----·-········ .. --....... _. _____ _ -··--------·-····-·-· ···--... ·-. -------· ...... .. ----·--.. -·-·-..... .. --·--· .. ·-···· .. ·--------·-· . ·-··------·-··-h-••• --~-------···-.. -·-· .. --.. . ....... -- -----............ ----··-------·····--.. ------···-···----····--··· ...... ----·· ··--···-..... ··-· -----··---. ---~ --------·-·-. ··----·--- Date An.swered: Answered By: Pro/og Man11g•r Printed on: 1/2-4/02 Goodandroberts Page 1 • • • • • • DEVINE £NGIN . 12316 Oak Knol~::1N~. INC. Paw~, CA 920Ju1te C (SSI) 748-6168 ••••• ;.. ···-;-.... ;_ 1 ····: .. . ' ---·· ~ .... i·-. :, ·-: ! ' ! ••••••;, I :··· -~ .. "i ...... : .. . . . . --~ . . ~-.. ·i. ·---~ . . ... ~. ·1··· ··-:······§ -! . -. -·· .~ ... } ... -.. i· __ ; --~1-·--·L .......... !. ·-·. ,-~----! t : i ~-•• --·· 1-·-.. · :. ·! -~ ···+ -··r••• t •OO•H -~-------l t { •• ·--~ ·----_;-:··-· { ••••• t •• i ....... j -+ --· ! -·· • ~-~ ....... !! __ , __ _ i ----1 ... i ...... : I 1 ..... ' ·-·----:--... t .... ' ......... ;. -· -r .. ! f 1'-,.,rt.tr.t,~ ioJI.Js ' ~rt\ I F'q- : ... .-i 0,ta+: .St~Y)-D. + ,:1 ·i . . ,• f--". . ~ C, . . : . . . . . . . . . : . . .... · ' . ! .) .. ., .. : l ·-·· :-• i ~ i ' i··· . ! --~-- ' :· ... :. i ' -;----· .i OF CATE OAT: p.U.! "> /i ~/ol .... :· ·--·. i ! --;--- ' =····---! ' : ' : .. t . · t .... J---;.. ; •••••i••--•-•f u :. . i . •i •• t··. t ·-.. ·------ • • • • . ' Request for Information 032 I Detailed, RFls Grouped by RFI Number CA Lie. #377551 Sf .3 ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI #: 032 Date Created: 3/4/02 Answer Company Answered By Author Company ____ __..; ___ ...;;._..._ _________________ _ Authored By HDR Architecture Inc Leaford Blevins Good & Roberts Inc. Pam Jeanes 9444 Farnham Suite 300 2320 Cousteau Court San Diego, CA 92123-1379 Vista, CA 92083-8346 ---~~-------~-----~--- Co-Respondent Author RFI Number Subject Discipline Category Ceiling Detail M100 Cc: Company Name . Contact Name Copies Notes Question Date Required: 3/5/02 We need a ceiling in M 100, but we're showing none. Please send a detail to proceed. 3/6/02- Per our conversation, attached is detail of ceiling & soffitt@ M100. Please confirm revised detail. Suggestion Answer Date Answered: Prolog Manager Printed on: 3/11/02 Gooclandroberts Page 1 • i" . ,, ... i·" :t::···~-~ --~-:\t: l \b 0 ')( 0-r i "! ]· j . () ~:: < ~~ 'j ~o -l ~ c· ~~ h '3 V\ $\ ~ ·-\l '< Q) ~-.q ')l \.) ~ ~~~ ~ ~ ., '°"~ 1' ~ ~ ~ ~ ~ " )<.~ ""~ ~~ ... <; ~. .... ~3'" ~--e ~ • 6980tE909L gp:50 l00l/tt/E0 • • • • Request for Information 033 I . Detailed, RFls Grouped by RFI Number . CA Lie. #37755-1 ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 RFI #: 033 Project# 01138 Tel: 760-268-0590 Fax: 760-268-0593 Answer Company Answered By Author Company -------------------------HD R Architecture Inc Leaford Blevins Good & Roberts Inc. 9444 Farnham Suite 300 2320 Cousteau Court Good & Roberts Inc. Date Created: 3/11/02 Authored By Bob Whitney _S_a_n~D_i_,eg,,_o--'-,_C_A_9_2_1_23_-_1_37_9 ____________ V_is_t~a,~C_A_9_2_0_8_3_-8_34_6 ____________ _ Co-Respondent Author RFI Number Subject Discipline Category Roof Access Structural Cc: Company Name Contact Name Copies · Notes Question Date Required: 3/13/02 -A new roof access and ladder are required. Please review sketch showing location and proposed design. -I field verified dimensions & obstructions. -A landing may be required becauselsis does not want a straight vertical ladder . -A lapeyre stair design could be used from the Mezz. floor to the new landing. -A ships ladder design could be used from landing to roof. Suggestion Answer Date Answered: Prolog Manager Printed on: 3/11/02 Gooclandroberts Page 1 01/28/2000 23:54 858-573-9053 GOOD & ROBERTS J.!'J__g ______________ PA_G_E_0_2 __ -:- • Request for Information Form I & f>~~ !SIS· 1 a91 IBIS Lab 1691 Rutherford Road Carlsbad. CA_ 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax; 760-268-0593 33 \-¾l)~ ~~ ·mm ' -JI L6krO~ "Bl£'lC~ S ~/H/o--z._ oolS w \,\\ -CA\ej 6col) 4f RucT:S. ye-s Y~...S Ye-..s 1ttnawm111ms1t&\1ell 111 "'-liliii#iiJi¥4-U 1 -N~W Roof" ACC€5S ~N~ ~t)C--R.... AA~ R~ol~e-b~ ~~ .ev t e-i-v . S l<e, c1+ .S-1\'0 w ,rt b LoC.f\"Tt 'Orl I\N t, l> 10.o'f"DS el)~~. ~ t-t ~c..c v~ ( Fl e-h l>f fflGrlS l oAl s ..t__ OB.5 "T (2.vc-r { c:;;rs. -==---··---· -----------------· ,. . . _A l.,i\"/'JJ)Jr!6, M~Ee ~\~e-D E~MS6 15\ S bo~~~o, __ y'l'1,-rt"T A .S"T~A-l&ITT vC-n..."3:.:_C~ ~. ------------·- ----'---------------------·---· . ------··--A ldrP'1:fte s,ld~ ..DE;st~ cou~. Be OSe-t) ~ -r~ JY\G-Z.-'Z ·-" F~ --rq T~ ~{Gr-t..v t-~t::.tl\l~_. -~~=~~--~-~-~-~-~~~=~ A .S~ lp.S J.,.(t~~.bG.St ~ To 1<-cor: --------------------·-. ··-------'-----·--------------·-··---···· -------------------· -----·--'"-"-·-·-·-·-·-· ·-·-··-······ --- • --------·-------------OH--•• O ----- ·-----·---· ---·-. ---------------·· ··--·-·-·-···. ---· ------· ··-·----------------- ---------------··---'"--~-----------------------··--· ··----------- .Answered: Answered By: Piofog Manager Printed on: 1/24/0l Goodandroberts Pag& 1 I .-. .... ::·:· .. .. .. ·. :-. -·-···· I. ·. ·- t .... . . c: .. I I .. , . 01/28/2000 ~ •• , -0 '-J V) l' • • 23:54 ,. 858-573-9053 GOOD & ROBERTS INC , . Jt 7. 'E F·S 0 ~<---f.J.£; UJ PAGE 03 f3 e 'ft rt & --------·· ---- \ .i\ j • i) ) 1 ./-. l ) - 01/28/2000 23:54 858-573-9053 -·-- ? I . t• . -t:> /. ~--1 ~ i GOOD & ROBERTS INC I 7 / " ---o PAGE 04 01/28/2000 23:54 858-573-9053 GOOD & ROBERTS INC PAGE 05 -····· ·-···--··---... -,.·--·-·--·-·-···--·-------·--··----------··-·---··-------. ------··-- -·--····:·~: ... ~~~ .. ·.·::·~.~.·~~-..... ~~~-=·::~·.:~---. ~~:~.~:~·::.~. ·---···-·· ··---· -----.. -------==--~:-@_:-' ! • i' I· ·: ., ·.· --···-. --·-- ---· -·-:j;---- (.) ·----·· 1---, ______ _ -~--, ., ...• ~- -· .. ···-. ---·-· -u.:..-· ti) . ---···-· ··--- ··· .. . . ... ·--· -· --··[L . ----·-· ·-···· .. -·. ···-·-··· .. ··-····-. -·---L----' ___ . i ,_ !. ·------.. . ·····3--~-~-= .. ,~---===--..-........_·-·- ·--·-- ··· , ... :_. i--- .•. ----i--.. I--·--·· ·----· --·-··· .... .:._J __ _ :.··1 ~-··---·-·- ···----CO~-? ----11 / ..... ·--'.~. -~. ··- ............ \ll ... -. "S: . ~-.. -..... ---~--- -·. -·--···----·~ ·----------··· .. N· -···--··-·"·• .... ---·-----~------- ·--. --···---.. --~-.... ----·-·--··---- ------·------~-~--. . . : ~ ...,_. .J,·---·--·-·-----------------···-1-: :. __ :. -·· . . . . .---==--=--__ ::=~ ------... ~=--.-_-----.-.-.----·-··-~-~·~.---------~--~-~-~~~----.~~:~.:::=.-.--~~~--. -.-.-..... ~:~~·----· • • • PAGE 05 01/28/200ff 23:54 858-57;3-9053 GOOD & ROBERTS INC _, , ~apeyre Stair -Dimensional Print -56 degree Steel Stair, Optional Straight Handrail (RooL Page I of 2 ~Fl .. 33) .· 0: Dimensional Print -56 degree Steel Stair, Optional Straight ----------"--ti...:..a_n_d__::.rail '(f!o<>f f-!.~~E!:1J ................... _______ _ *Note: Before printing, set your left and right margins to ¼ ". DO NOT SCALE.I Meets Federal OSHA Requiraments 23-'i" 11-5i8':....' ---4-,,--.-..i 8-¼"~f--4----5-¾'' LAPEYRE STAIR,. II PO Box 50699 New Orleans,. LA 7( Toll Free (BOO) 535- Local Phone (504) 73 Fax (504) 733-4:: Proiected Tread ....._ 20" 1-1,S' '~ fDlaraed Section A-P. 1-¼" 9/16" Sfot and Hole Heiqht ....L---+ ~~'!E.-'JC._=_ =l-;l, Riser ~- Height_.--___ _ # of Risers http://\.v-ww.lapeyrestait.com/stair/Ish .. ./l20a99aa7l,)7 aed2 086256b5a005b 1968 ! OpenDocurnen 2/14/02 .,,. • •• • • , t-:3peyre Stair -Dimensional Print -56 degree Steel Stair, Optiom1l Slrnight Handrall (Roof .. Page 2 of2 I 56 ° Run The following dimensions should be calc.ulated9116" SI based on your vertical height requirement: ot Rt.m, Projected Tread, Riser H~ight1 and and Hole Number of Risers. lapeyra st Dir manufactures products undsr one or more U.S. and Foreiqn patents. ------------------.. .._ • .,., ... ___ ,., ______ ,, ___ , ____ ,_M __ ,o .. •••••M,o 8-~- RF.I..,. 33 -~ t= -f --- ~ l A 11-5/6" ! "fo reduce vib1 stairs in exce~ may require c supplied sway For vertical hf excess of 15', Stair recomm, intermediate ~ two stairs of e Lapeyre Stair, Inc. 1-800-535-7631 Copyright O 2000 Lapeyre Stair Inc. All right,; reserved. Please see: impnr1:int Tf:.!YY.1_~ .Qf. .US£. and PRI.Y ~~Y POpcy. Suggestions, comments or complaints can be emailed to Is. ~~.C~!!!~~Jfr.@!.aJ,~YJ~~-H!k,_q9!Jl. To contact sales/ customer service, please email l~.s~l<:~@l~~~gl!).r,f9!TI http:/ /www.lapeyrestair.com/stair/lsh .. ./l 20a99aa 7b 7aed208625 6b5 a005b 1968 ! OpenDocumen 2/14/02 L0 39\dd 8NI S1~380~ ~ 0009 • • • • ' . Request for Information 034 I Detailed, RFls Grouped by RFI Number CA Lie. #377551 ISIS 1891 IBIS Lab 1891 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI#: 034 Date Created: 3/11/02 Answer Company Answered By Author Company -'-------''--~-----,------~----Authored By HD R Architecture Inc Leaford Blevins Good & Roberts Inc. Bob Whitney 9444 Farnham Suite 300 2320 Cousteau Court _S_a_n_D_ie~g~o~, _C_A_9_21_2_3_-1_· 3_7_9 ____________ V_is_t_a~, C_A __ 92_0_8_3_-8_34_6 ___________ _ Co-Respondent Author RFI Number Subject Discipline Category Corridor L-121 Cc: Company Name Contact Name Copies Notes Question Date Required: 3/13/02 Corridor L-121 is 39" wide. It currently is exiting 22 people. The 39" wide is not a legal exit. Can you modify the exiting plan (G-102} to delete this exit? Suggestion Answer Date Answered: Prolog Manager Printed on: 3/11/02 Goodandroberts Page 1 • • • Request for Information 035 I Detailed, RFls Grouped by RFI Number • . CA Lie. #377551 ISiS 1891 IBIS Lab 1831 Rutherford Road Carlsbad, CA 92008 Project # 01138 Good & Roberts Inc. Tel: 760-268-0590 Fax: 760-268-0593 RFI#: 035 Date Created: 3/11/02 Answer-Company Answered By Author Company ---------''----"------'----------....:----Authored By HDR Architecture Inc Leaford Blevins Good & Roberts Inc. Charles Byrum 9444 Farnham Suite 300 2320 Cousteau Court San Diego, CA 92123-1379 Vista, CA 92083-8346 -~--'"--"---'---'---------------- Co-Respondent Author RFI Number Subject Piscipline Category Screws for Deckings Architectural Cc: Company Name Contact Nc:1me Copies Notes Question Date Required: 3/12/02 Plans call for nails on walkable decks and catwalks to achor the plywood to the metal joint. We would like to use screws. Also, the screws are (1017176-ICBO #ESER 5280). Please specify that this is acceptable . Suggestion Answe~ ~ Vu/~ o\1-,. 1)05 l~ 5/ 1-i ( 0 aev ~ ® 3~ 1 . Date Answered: Prolog Manager Printed on: 3/11/02 Goodandroberts Page 1 I ··f Id \ M . I l;iazar; ous atena s SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE . a PIJJTIII Cllllll llSIIICI CIIITY If I.Al 11111 Business Name Contact Person Telephone I $\'S::,. '°PHARMc.t-uTI~ L ~ 0t::-NNlf'LL-.2. Ll:MJ C::,. :) HD~ &a 7 I 2-bL-fOO Mailing Address City State Zip Plan File# '1 Y L-t _'--1 fAAN t1AIV'l &T~~ ..5/\1'-t .t)(tk:]0 CA '4:Z..\Z.3,. Site Address City State Zip Plan File# l&'t l RI.A 1"'H f..R.fO~-({D. ~~ CA qz.o~ PART I: FIRE DEPARTMENT~ l:;iAZARCOUS MATERIALS MANAGEMENT DIVISION: OCCUPANCY CLASSIFICATION Indicate by circling the item, wh1th1r your busin11s will use, process, or store any of the following _hazardous materials. If any oi the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. 1. Explosive or Blasting Agents 4. Flammable Solids 7. Pyrophorics 10. Cryogenics 13. Corrosives 2. Compressed Gasas 5. Organic P1roxid11 8. Unstable Reactiv11 11. Highly Toxic or Toxic Materials 14. Other Health Hazards 3. Flammable or Combustible Uquids _8. Oxidizers 9. Water Raactiv11 12. Redioactives PART II: COUNTY OF SAN DIEGO HEALTH DEPARTMENT -HAZARDOUS MATERIALS MANAGEMENT DIVISION: CONTINGENCY PLAN REVIEWj -_ -OFFIC~ USE ONLY If· the a~swer to any of the qu11tiori1 is yes, applicant must contact the County of Sen Diego Hazardous Materials Management Division, 1255 Imperial Avenue, 3rd Floor, San Diego, CA 92186-5261. Talaphona (819) 338-2222 prior to the isauance of a O RMPP Exempt building permit. ·--rn,~ &1"¥v\C...1V\Ctit. l WO( K ~ft'.setl~ -no· FEES MAY BE REQUIRED C-r.t1/1t')e... .ll'l OC..C...t. .. q)t(\C"]t-~ C-Vle«\I C.A.. l u~e o, otl.ACv1A-,'fl1-&-to('ect. - · Yes No Date Initials D RMPP Required 2. D Will your hu1i0eu di1pose of Hazardous Substances or Medical Waste in any amount?~ no, ~ --rnl ~ Date Initials 11 D -Is your business listed on the reverse side of this form7 _J.. t:'l . ,AA b 3. c:l Will your .busine11 1tor_e or handle H~zardous Sub1tan~H in ~ua~tities_ ·equal ~o or areeter than 55 gallon,s,, ~ D RMPP Completed · 500 pounds, 200 cubic feet or carc1nogans/reproduct1v1 toxins 1n any quantity? :JI( no+€. #11:S:, t>I 4. D · Will your busina11 use an existing or install an underground storage tank? · 5.'CJ Will your bu1iness store or handle Acutely Hazardous Materials? Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT If the answer to any of the qu11tions is y11, applicant must contact the Air Pollution Control Di1trict, 9150 Chesapeake Drive, San Diego, CA 92123. Telephone (619) 694-3307 prior to the i11uance of a building permit. YES NO 1. D r'Xf' Will the intended occupant install or use any of the equipment listed on the Listing of Air Pollution Control District Permit Categories, on the . .' ~averse 1ide of thi1 form7· 2. c:J CJ (AN~WER ONLY IF QUESTION 1 IS YES,) Will the 1ubj1ct facility be located within 1,000 feat of the outer boundary of a school (K through · 1 21 as listed in the current Directory of School and Community Collage Di1tricts, published by the San Diego County Office of Education and the currant California Private School Directory, compiled in accordance with provisions of Education Coda Section 331907 Bnetly d~scnbe nature of the intended business actlVlty: · Name of Owner or Authorized Agent: ~6NN1ft-L-£.. Uwi~ Signature of Owner or Authori ad-gent: I aclare under penalty of perjury that to ttia bast of my knowledge and belief the responses made herein are true and correct.-:---:--,-~~-~ ..... -~----------------------Date: q It, ltrol Do not wiite bl_loW thi1 lin • FIRE DEPARTMENT OCCUPANCY CLASSIFICATiON: ______________________________ _ BY: _____________________________________ Date: _______________ _ EXEMPT l'IIOM PERMIT IIEQUIIIIMINTI COUNTY~HMMD Enviroamculll Hcallh Servicca DHS:HM-9171 (6/92) APCD -"'flOVED FOii lUILDING PEIIMIT IUT NOT occ·u,AHCY Al'PflOVED 1'011 OCCUPANCY COUNTY-HMMD APCD COUNTY-HMMD APCD . . .( POOR · ·QUALITY ·· ORIGINAL S .. . . .... ·-o 0--I I , ,t, , "' .. "". ~-,,.,.,,, .,.r -(4 (··,I L,..., r.--1 ..-1 '-( 'iaf.ec,.;.. l '°i::.M(' -£,~ ~\\c) l BUILDING 1!('""'\ cr/(J ( (11..,__f / (J/,/f J-1-~ w/ S'771~ ~ {: · =:~:NG .,,/-() ! I __ (Fa b l -1-I 'LJ -.,,f (l>->J?I d » FIIE APPR/FORM ---==~====~~ ,,, fp r . ..1... ,.1..__ 1:::::::-r-. znj 7~) HAZ MAT, AIR QUAL . .,j_.v(J . C)1 "---9 r OTHER SEWER DISTR J (] -1 J-o I E..s ~ c 1 1,.,,,,... • · 10 f1IOII BlJXI GMDINQ L.E1TER ,-,YI APPUCMI' Al'fUCMI' \, \ . ~ v-l ~~'-~\ ~}-If -f~n..--,' Wur 'c..v-c... c...~+ /\.} ====::====== lD \"!>'-\. l> \ {)-,-'""'r-~ ( 7 . -.----+---SCHOOL FORM L ' ~ --~--~~ ,(;) o.<-c.S ~ ,.,c.._ · PE&MWORl<SHEET \J ______ BLDG·FEES C0MPl.ETE 1 r It I(;, 1 ~ 1 JI v-1/;J _ w;JJ~ ~ ~~ ~ /~ 1v/ ?.,/a,d_n-$1 · ... ·. ~1*;~mni~:{~.t!:\~{-~~ tr t :tr-'? ··T 'r1#'"'"~_,_