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Home My WebLink About1890 RUTHERFORD RD; ; CB011911; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 07/02/2001 Commercial/Industrial Permit Permit No: CB011911 Building Inspection Request Line (760) 602-2725 Job Address: Perrnit Type: Parcel No: Valuation: Occupancy Group: Project Title: -07/02/2001 Applicant: 1890 RUTHERFORD RD CBAD Tl Sub Type: 2121203500 Lot#: $135,000.00 Construction Type: Reference #: QUOREX PHARMACEUTICALS INDUST 0 NEW ADD MEZZ. TO SHELL, EXTERIOR OPENINGS Owner: Status: Applied: Entered By: Issued: Inspect Area: ISSUED 05/31/2001 MOP Plan Approved: 07/02/2001 MANSOUR ARCH. STE 111 ,, ., 9I1/~RSIFIEP CARLSBAD 47&48 LL C 5897 OBERLIN DR SAN DIEGO CA 92121 858 558-1509 Building Permit . Add'I Building Permit Fee _ Plan Check · , . Add'I Plan CheckiFee / / Plan Check Discount -, ~ ·_ ::: , Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size ,, Add'I Pot. Water Cori. Fee Reel. Water Con. Fee _, ' f ,t ,., ,, \ "-~ ,.., \ /'//'N ~''-...\ ,.,,,.., ' I \ 14330 ,LA JbLLA VILLAGE 0~1 :10 SAl'i-DIEG'O~Cf-92122 • 64'·07/02/01 ~ijF°-1 ' ' \ "' .," ,,,.,. ',..,..,: ,,J., -Balance Due: $5,845.83 ,, ,-~ -$654.36--.:.-·---·· Mete(Size. _. · -· · '; :.$cf:'cio~~-: _:_.:, :Ji:.daii:R~ci-Water-·Con. Fee $425.33 '<:::_rv,~ier'i=ee , --, $0.00,-~ · ~~:$fJgWA l;,08' ·' $0,00J ~ .-CFO Payoff Fee . - $ I ' ... t ',"'-.. r ' .,,,.~, ,,,._ '/ ..--- ?8,99 -· :'~~F . : _ /,... -,. · -; ~... -_ $0.pp. . :~fr (CFO f yil9) '\ . . $0:00--... .: 1L'icense Tax _ 1. • ,,, .• ·' '-, A~t+ ,>, fJ.j.l;f ,., , ~,. . $0.00, c· :; :l,:!ce,{ise T;a,x (CF[? .fund) $0.00. "--""" i T:raffic-lmp~ct-Fee $0:dO \traffic-Impact (CFD,Fund) . , ·, '-, '$0.00 !NCO:::.PJ?,!:!M..BJ~G TOT/,\l ,, $0.00 \El:.ECTRICAL,TOTAL ,.. $0.00 -......... __ _M.E_C_HANICAL TO:tAL, · (J ,, _$0.09 _ Master (?raJ:n'?ge Fee: .. · ' ' ' ' ----. Sewe F.ee·· ' ·, ! ' .' _! ; .. ' ; ~ -~ ~ \ ,, • i '\ '-. '•, ,,, ---.$0.00 : ,,_ ;Rede;v',Par~ing Fee: $0.06 u Additiohal,Fees: . TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4,457.00 . $0.00 $432.00 $0.00 $35.00 $0.00 $0.00 $0.00 $2,169.05 $0.00 $0.00 $6,201.09 FINAL APPROVAL Date: ~¥ Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are herebyFURTHER 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. 025845-83 V ~ v·i714 FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. Q \.., \ q \ \ . CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. -i(:...;0=-O..,..f___._O...,cJ=..a:O,.__ __ --=_- Plan Ck. Deposit '.:'.:;, S:::5 , 'L-b Validated By ___ -1------,,-....~~f}D--__ Date ____ __,,,_-+ ...... ,_,____,;;:~---- Addr,ess (include Bl<)J/~ L? Business Name {at this address) /K'f<l ,,~W{fo,....,O Legal Description U~~-Phase No. Total # of units ~-05/3.1 /01 0{)02 01 ()? Lot No. Subdivision Name/Number I"' +1 c~ 1Mtlrlt: 'S.>-"'-Zf Assessor's Parcel # -""2-12 -I ~ --'l ~ Existing Use Proposed Use CGP 355-26 # of Bathrooms Name Address City State/Zip Telephone # Fax # ; ~t---~o· __ y ___ ,_~---n~-.,,,.,_...,,. "'"f"t't== ~("''<"-~~~--~~x'~w.i:<"'""'--""-t'"'"' "X"''i' ~--~il~j :E r:1 i •• -~-~--... w;---.-.-~""V~'"'.,,_ttw.,,.,,, !?.v~M]J't;'f:;~ 1c~~I _: --~_gent'f-9J:G~nir~.q~or: --.:w:Q-V1.'r)~~i'se/'~}~~~f;/~~:,:'f)r[_:7rtfr:.,iti8.'j/i-<J\;f:, ~::::,>,~ iii f7i ~'.~::PRODER""'OWNER'. ·: -._:·---.. -· /ddr~s~ ---·,--\-'·;• -., .. '· :, ;,"""'."''.:':",:"''~iW · ---;··,_;;i;,i',7\·'lf:~::;~!'.~;.:i::r,;,:·-,:'.~P.h;°;~:."--' .;,:,;-,J(>,1' . u,""'~-p:; \},~~rney--prior ecn,~;:-:--4=;:~-U::-$iu;;~v,ttr ,~--~;t::·>,tlttr'~ , __ .. :i,?~lA-~"'"-'1':,1::11-~.,,-~ --117t? Name Address _.,,--~"~--"''''--"-City State/Zip Telephone# [£?,,,i,~; ;QQ,tllJ:M¢tQIG¢PM~l'#Y NAM~ ; ,,· ' , :. -. _·, " , ' ', '"' --, •• -,-,.~;~.:.,,:,;,,-,;·,: {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 pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a· permit subjects the applicant to a civil penalty of not more than five 'hi.mdred dollars [ $ 500]). <-;a?P ~P ~oa.~ 2..]U <:'oc:>STe/rd CT 6/J.I'Zl9 J:::Z? · 2'-11/ Name Address City State/Zip Telephone # State License # · £ 2 2 '(;ZS"f License Class /? . City Business License # _______ _ Designer Name Address City State/Zip Telephone State License# _________ _ ~~A~W,OR.&E,~tJ~QM~rl~~ TlO{\h , ~ ~'' ', --, , ' *:", , ,< ; '-;; ~ ,;,_' -.--:, -,~, ,.'."~ , " -,. -,~A"--:~,-S"':y -~-~ -~ , _, ' ,_ < -.,-~:½s:r?::~:~::~:o/S~~:-~-rr::~;·,~:~A~ ;-: :;~ Workers' Compensation Declaration: -, hereby affirm under penalty of perjury one of the following declarations: [] 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 of the work for which this permit is issued. }a I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued, My worker's compensation insurance carrier and policy number are: / Insurance Company 5Z-Mc: 5 WlJ Policy No. JJ; ~ 3 Yf ::00 Expiration Date r O µ/1, DO/ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) (j CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. 'WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties arid civil fines up to one hundred thousand dollars ($100,000), i a 'f t e cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE __ _,_ _ ___::,,,,.~:ii.s_,:~z... ___ __, ___________ __:____ DATE-,,:->-;,;; .. -::-;:;:,-;-::::_----- f:I~:-::-owrfER;BtitriDEi:f'DECLiARAJIO "' ""; h ,:.: t I hereby affirm that I am exempt fr 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 sal_e). 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). 0 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 prop·erty improvement. D YES ONO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I 'have contracted_with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number/ contractors license number)=--------------~------------------------------- 5. I will provide some of the work, but I have contracted {hired) the following persons to provide the work indicated (include name t address / phone number/ type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ ----" DATE~~-------- tqQJV(J~lEJ:f:JJ:Jl_~:~QIIQftJ:QB:-N.QN:liff/~.§V!T[~J. :!ll.lJl;PIN,Q ;PERl',Jl!i~-~NCX;,;,. t ,,~-;"'S..,;,.~~~:-~~~1,;J:~.;;,; ;j n:~::::1: :-:-,:~2/i_~_:_~,;~:, ,-----.... , ... ,--·" Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D YES O NO Is the applicant·or future building occupant required to obtain a permit from the-air pollution control clistrict or air quality management district? D YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site 7 D Y~S O NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. OO~s..~~{t~C?J~N~~~~pjf{q;,~q·~~·(.:-}_~-; !·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;:;;;;;;;.;:::::=:::~::=:;:::==::;::::=;::::;;;:::::;:;;:;:;::::=::::;;::;:::::;:;:;;;;;:;;;;:;::::::;;::;::::;;:::::=:;;:;;;::;::;;::;:::::;-: ~~744PPtlCANJt,CERTtflCATiON_f(:~ -__ -, -v·",~---~·w-:::----.,, -: ., •7~:':t,. · , -,-;>~~<,',,,. ~-~-:,:::~:;:-!' ·, -Zs ---: ·-~ ),2~·r;:;z;:,:~~--,\.: · (~,7i",,~ -;' ~--~\~X:?!5~:::·;:_;~~T-:;~j,;K,:i!~[,1 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 insp~ction purposes. .1 ALSO AGR O SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH YIN NY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: ~n OSHA permit is required for excav ions over 'O" deep and demolition or construction of structure11 over 3 stories in height. EXPIRATION: Every permit issued by the ilding Offici 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 commenc within 180 ys from the date of such.permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced d o 80 days (Section 106.4.4 Uniform Building Code). / /) APPLlc;:ANT'S SIGNATURE ---,.-~;;;;;;=---1-"ir-----------'==-----,-----DATE ;,;. '3 _OJ -I • YELLOW: Applicant PINK: Fi.nance / CHY Of Carlsbad ~ ; Final Building lnsnaction ~ ~""' ... . . Dept: Building Engineering Planning CMWD St Lite ~~ Plan Check#: Date: 11/15/2001 Permit#: CB011911 Permit Type: Tl Project Name: QUOREX PHARMACEUTICALS Sub Type: INDUST ADD MEZZ. TO SHELL, EXTERIOR OPENINGS Address: 1890 RUTHERFORD RD Lot: 0 Contact Person: BOB Phone: 6195204048 Sewer Dist: CA' Water Dist: CA ........................................................................................................................................................... ~;tecte{l , & ~ Date ? ,~/4( c.-----.Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: . Approved: Disapproved: __ ........................................................................................................................................................... Comments: ________________________________ _ ., Inspection List Permit#: CB011911 Type: Tl INDUST QUOREX PH; MACEUTICALS Date Inspection Item 05/31/2002 89 Final Combo 05/20/2002 89 Final Combo 03/07/2002 89 Final Combo 02/11/2002 89 Final Combo 02/08/2002 89 Final Combo 11/15/2001 89 Final Combo 09/18/2001 17 Interior Lath/Drywall 09/13/2001 17 Interior Lath/Drywall Inspector TP TP TP TP TP TP TP TP Act AP .J NS NR co co co AP PA 09/12/2001 14 Frame/Steel/Bolting/Weldin TP WC 09/12/2001 17 Interior Lath/Drywall TP ,09/11/2001 14 Frame/Steel/Bolting/Weldin TP 09/11/2001 21 Underground/Under Floor TP 09/11/2001 22 Sewer/Water Service TP 09/10/2001 14 Frame/Steel/Bolting/Weldin TP 09/10/2001 14 Frame/Steel/Bolting/Weldin TP PA AP NR NR AP AP 09/07/2001 14 Frame/Steel/Bolting/Weldin -TP CO 09/05/2001 21 Underground/Under Floor TP 09/05/2001 23 Gas/Test/Repairs TP 09/04/2001 14 Frame/Steel/Bolting/Weldin TP 08/31/2001 23 Gas/Test/Repairs TP 08/30/2001 14 Frame/Steel/Bolting/Weldin TP 08/30/2001 23 Gas/Test/Repairs TP 08/29/2001 14 Frame/Steel/Boltrng/Weldin TP 08/23/2001 14 Frame/Steel/Bolting/Weldin TP 08/23/2001 15 Roof/Reroof TP 08/20/2001 62 Steel/Bond Beam TP 08/20/2001 66 Grout TP 08/15/2001 14 Frame/Steel/Bolting/Weldin TP 08/15/2001 34 Rough Electric 08/06/2001 21 Underground/Under Floor 07/27/2001 11 Ftg/Foundation/Piers 07/27/2001 12 Steel/Bond Beam 07/26/2001 11 Ftg/Founda\ion/Piers 07/26/2001 11 Ftg/Foundation/Piers 07/24/2001 11 Ftg/Foundation/Piers 07/24/2001 12 Steel/Bond Beam 07/24/2001 21 Underground/Under Floor 07/23/2001 21 Underground/Under Floor 07/20/2001 21 Underground/Under Floor 07/19/2001 21 Underground/Under Floor Tuesday, September 24, 2002 TP TP TP TP TP TP TP TP TP TP TP TP WC AP NR AP NR Pl PA NR NR WC AP PA PA AP AP AP co co NR NR AP NR AP NR ADD MEZZ. TO SHELL, EXTERIOR OPENI Comments ~~{;;(.e., l~ S~\l~ ~~~~. ~~o~~~ ~~ ?'\ ISSUES AT RESTROOM 2ND FLR '_J 1 HR STR ENCLS. PRE~ROCKAT STR ENCL 1 AND 2 PRE ROCK@ STR ENCL 1 & 2 STR ENCL#2 MEZ JOIST @ LOBBY STR.1 ENCL. 24 HR TEST THRO PIPE, MED. PSI 24 HR TEST START 24 HR TEST MEZ DECK SHTING P.G. @ CLMN BASES FOR MEZ. FULL HT WALL SAMPLE PORT FIXTURE & CONNECTION G.B. FTNS, SLAB PREP. PNDING SI REP. FTNS IND. WASTE DOM WASTE Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 05/31/2002 Permit# CB011911 Inspector Assignment: TP --- Title: QUOREX PHARMACEUTICALS Description: ADD MEZZ; TO SHELL, EXTERIOR OPENINGS Type:TI Job Address: Sub Type: INDUST 1890 RUTHERFORD RD Phone: 7604970716 Suite: Lot Location: APPLICANT MANSOUR ARCH. 0 Inspector: /4 Owner: PDG CARLSBAD 47&48 L P Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 · Final Electrical 49 Final Mechanical ·-- --·- Associated PCRs PCR99208 ISSUED PCR99239 ISSUED lnsgection History Date Description 05/20/2002 89 Final Combo 03/07/2002 89 Final Combo 02/11/4002 89 Final Combo 02/08/2002 89 Final Combo 11/15/2001 89 Final Combo 09/18/2001 17 Interior Lath/Drywall 09/13/2001 17 Interior Lath/Drywall 09/12/2001 14 Frame/Steel/Bolting/Welding 09/12/2001 17 Interior lath/Drywall 09/11/2001 14 Frame/Steel/Bolting/Welding 09/11/2001 21 Underground/Under Floor 09/11/200;1 22 Sewer/Water Service 09/10/2001 14 Frame/Steel/Bolting/Welding 09/10/2001 14 Frame/Steel/Bolting/Welding 09/07/2001 14 Frame/Steel/Bolting/Welding Act Comments Requested By: CHARLES Entered By: CHRISTINE ,4/J Act lnsp Comments NS TP NR TP GEN ENCL NOT COMPLETE T-24 ISSUES AT RESTROOM 2ND FLR co TP co TP co TP AP TP 1 HR STR l=NCLS. PA TP PREaROCK AT STR ENCL 1 AND 2 WC TP PA TP PRE ROCK @ STR ENCL 1 & 2 AP TP STRENCL#2 NR TP NR TP AP TP STR. 1 ENCL. AP TP MEZ JOIST @ LOBBY co TP ' GERAD C. GRIFFITH REGISTERED SPECIAL INSPECTOR 3962 ECOCHEE AVENUE SAN DIEGO, CA 92117 Phone(858)274-8379 SPECIAL INSPECTOR'S REPORT. Covering work performed which requires approval by the special inspector of: PROJl;:CT: Quorex ADDRESS:-1-690-Rutherford-Road7 Carlsbad --:=--~ PERMIT NUMBER: CB011911 PLAN FILE NUMBER: N/A INSPECTION DATE Sf,fOP WELDING REPORT FILE: R1H23 REPORT DATE: 08/23/01 08/07/01 Performed Shop Welding Inspection@ Corky's Welding, 8115 Wing Avenue, El Cajon. Individual components inspected for compliam;:e with shop and approved drawings include: -Tube steel columns designated C10 -6 units and C11 -2 units. 08/1'0/01 . Performed Shop Welding Inspection @Corky's Welding, 8115 Wing Avenue, El Cajon. i ····' ;,, ;,; t ' Individual components inspected for compliance with shop and approved drawings include: -Tube steel columns designated C2, C3, C1 and C33 -3 units. ;, .··-: ·. · ··.:,·.ii ,. _,,.·Ch~nn~ls de~i.gnated 13A, 14A-2 units,,J:RA', 16A:,ti1:'7A and 18A. ···--· · · · .. ;..Wide·flange beams designated 19A, 20A,·21.~i~2A, 30A, 25A, 26A and 28A. 08/16/01 Performed Shop Welding Inspection@ Gorky's Welding, 8115 Wing Avenue, El Cajon. Individual components inspected for compliance with shop and approved drawings include: -Wide flange beams ,designated 23A, 24A, 27 A and 29A. -Tube steel columns designated C4, C5, C6A, C6B, C7 A, C7B, ca and C9. * * * Work inspected conforms with approved plans and specifications * * * Inspection performt!d by: Gerad C. Griffith '.' ' . , ·~· . cc: City of Carlsbad. Co*y's Welding File ,,J\!l•,;, ,, ' , ...... -.;.11 ,, ,.'':, _ ,279:·.,_-, ... · :,•;;'· ,, ·_, ,\ ..., , ~ ,, t ;' · · . Certification #. '..J f : • ' -- -~' .. '. EsGU Corporation 'l.n Pattners/iip Wit/i (jovernment for '13uifaing Safety DATE: June 27, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01 .. 191i PROJECT ADDRESS: 1890 Rutherford Road PROJECT NAME: New Mezzanine -for Quorex SET: II ~NT 0 PLAN REVIEWER D FILE IZ] 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. · D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · D The applicant's copy of the check list has been sent to: IZ] Esgil Corporation staff did not advise the applicant that the .plan check has been completed. -.. ; · D . Esgil Corporation staff did advise the applic~nt that the plan check has;be·en completed. Person contacted: Telephone #: Date contacted:. (by: ) Fax#: Mail telephone Fax In Person D REMARKS: By: Bert Domingo Enclosµres: · Esgil Co'rporation D GA D MB D E-J D PC 6/20/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + G858) 560-1468 + Fax (8.58) 560-1576 EsGil Corporation 1.n Partnersliip witli (jovernntent for '.BuiUing Safety DATE: June 12, 2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1911 PROJECT ADDRESS: 1890 Ruther.ford Road PROJECT NAME: New Mezzanine for Quorex SET:I ~T ~ D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected Where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. cg] 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 ~pplicant's copy of the check list has been sent to: Mansour 5897 Oberlin Drive, Ste. 111, San Diego, CA 92121 D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [gJ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted:_ Anthony Mansour Lt-\ Telephone#: (858) 558-1509 Date contacted: LO-l l@... (byl°S ) Fax #: (858) 558-9221 Mail ,Telephone --Fax -In Person D REMARKS: By: Bert Domingo Enclo~µres: Esgil Corporation D GA D MB D EJ D PC 6/1/01 trnsmtl.dot 9320Che~apeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-1911 June 12, 2001 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 01-1911 OCCUPANCY: B/S1 TYPE OF CONSTRUCTION: III N ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY · JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: June 12, 2001 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Office /Warehouse ACTUAL AREA: 3537 SQ. FT(Mez.) STORIES: TWO HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/1/01 PLAN REVIEWER: Bert Domingo This plan review is limited to the technica:I requirements contained in the Uniform Building Code, Uniform Plumbing Gode, 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 are based on the 1997 UBC. The following items listed need clarification; modification or .change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the-approval of the plans does not permit the violation of any state, county or city law. 10 speed up the recheck process, please note on this list (or a copy) where each correction item _has· been addressed, i.e., .plan sheet nu_mber, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 01-1911 June 12, 2001 • GENERAL 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and Qalculations/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-. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 3. Provide a statement on the Title Sheet ofthe plans that this project shall comply with the 1998 edition of the California Building Code (Title 24 ), which adopts the 1997 UBC, UMC and UPC and the 1996 NEC. • FOUNDATION 4. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 5. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." Carlsbad 01-1911 June 12, 2001 • · STRUCTURAL 6. Please submit calculations for the other floor beams. 7. Sheet 9 of the calculations recommended 2 rows of 10 d for the diaphragm but the framing plan shows differently. 8. Please show the size and spacing of the anchor bolts for the ledgers to the wall. 9. Please submit analysis for the wall along line J with in plane loading. • ADDITIONAL 10. Would there be office space on the first floor? If not an elevator would be required, 11. If special inspection is required, the designer sball complete the attached Special Inspection Notice · 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where. they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: D Yes D No The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; tel'ephone 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 Bert Domingo at Esgil Corporation. Thank you. / I Carlsbad 01-1911 June 12, 2001 SPECIAL INSPECTION PROGRAM . ADDRESS OR LEGAL DESCRIPilON: /~1~ Rv11ft{lf,:,jZp PLAN CHECK NUMBER: ________ OWNER'S NAME: I, as the owner, or gent of the owne_ (contractors mc;1y not employ the special inspector), certify that I, or the ar_...,i-,..,u ngmeer of record, will be responsible for employing the special inspector(s) as req. · ed y Uniform Building Code (UBC) Section 1701.1 for the construction project located at e sit listed above. UBC S~ction 106.3.5. 1. List of work requiring special inspection: ~ Soils Compliance Prior to Foundation ·Inspection @ Field Welding ~ Structural Concrete Over·2soo PSI D High Strength Bolting D Prestressed Concrete D E~pansion/Epoxy Anchors D Structural Masonry o· Sprayed-On Fireproofing O Designer Specified 0 Other 56~ 17'$-f A tL i:?1-1---. :>Irr· ,, I , 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. ___ c ___ . ...;_T..;;.t_~ __ s_t._t.._0_6_~_;.q_t<-__ t::?....,..H __ .s:_fl-_k_~_-____ T_-.....;.J _____ _ B. --------,---------------------------- C. -----------------'--------------------- 3. Duties of the special inspectors for the work listed above: A. . "3 \?t-Obf A-1t., Ot-f S~~ T--1 . B. C. Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 01-1911 June 12, 2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1911 PREPARED BY: Bert Domingo DATE: June 12, 2001 BUILDING ADDRESS: 1890 Rutherford Road BUILDING OCCUPANCY: B/S1 TYPE OF CONSTRUCTION: III N BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Office 3537 65.00 0.80 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance .. 1994 UBC Building Permit Fee j .... I 1994 UBC Building Permit Fee / .... / Type of Review: 0 Complete Review D Structural Only .D Repetitive Fee CB Repeats Comments: D Other -D Hourly I Hour * Esgil Plan Review Fee ($) 183,924 183,924 $915.081 $594.801 $475.841 Sheet 1 of 1 macvalue.doc ... PLANNINC/ENGINEERINC APPROVALS PERMIT NUMBER =CB:..-,,..--+-4-----...,;-...---~ ADDRESS ifJjo t 12 .. "RESIDENTIAL RESIDENTIAL ADDITION MINOR . < <$10,000.00) · ENGINEER~ u)ttz DoCS/MlstorlTIS/Plannrng Engrneerrng ASJorovats PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDINC DATE __ w( __ ft/_O( __ ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. ~ Calculation based on building plancheck plan submittal. Address: I~ ~uJhg~ ¥of Bldg. Permit No.~cb~o_/-_/q_/ /_ Prepared by: @ Date: (d't,/o/ Checked by: ____ Date: ____ _ EDU CALCULATIONS: List types and square footages for all uses. ,s Types of Use: -------Sq. Ft./Units: 35o::,.... f( EDU's: o +/ Types of Use: -------Sq. Ft./Units: _____ _ EDU's: ----~ ADT CALCULATIONS: List types and square footages for all uses. Types of Use: 1.J:.-Sq. Ft./Units: 35,3 =/-,j: ADT's: ___,/ ___ {"---- Types of Use: -------Sq. Ft./Units: ------ADT's: ------ FEES REQUIRED: WITHIN CFD:~ES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE PARK AREA & #: ____ _ FEE/UNIT: ____ _ X NO.UNITS=-·---=$ _____ _ ~ TRAFFIC IMPACT FEE ADT's/UNITS: --'--1 ~-,---X_ FEE/ADT: D 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST. #3 __ ) ADT's/UNITS: ____ _ X FEE/ADT:_---'---=$ _____ _ D 4. FACILITIES MANAGEMENT FEE ZONE: ___ _ UNIT/SQ.FT.: ____ _ #--5. SEWER FEE EDU's: _0_+~' - BENEFIT AREA: £ EDU's: V 1/ D 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA ___ _ ACRES: _____ _ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE Word\Docs\Mlsforms\Fee Calculation Worksheet X X _X FEE/SQ.FT ./UNIT: ___ _ =$ _____ _ FEE/EDU: ltl5?1 FEE/EDU: ICJl@ + + ~ ,j b =$ _____ _ =$ _____ _ HIGH ___ /LOW __ _ X FEE/AC: ___ _ ,;,,$ _____ _ METER FEE SDCWA FEE 1 of2 Rev. 7/14/00 -~- ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ --------- *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2 of2 Word\Docs\Mlsforrns\Fee Calculation Worksheet Rev. 7/14/00 Carlsbad Fire Department 011911 16;35 Faraday Ave. C?lrlsbad, CA92008 Fire Prevention (760) 602-4660 'Plan Review . Requirements Category: B1,1ilding Plan ; Reviewed by: Date of Report: _06_1_05_72_0_0_1 _______ _ Name: MANSOUR ARCH. Address: 5897 OBERLIN DR City, State: SAN DIEGO CA 92121 Plan Checker: Job#: 011911 ------- Job Name: Bldg #: CB011911 ---------------'----=-~ Quorex Pharm. Job Address: 1890 Rutherford Road Ste. or Bldg. No. IZI Approved LJ Approved Subject to LJ Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and/ or specifications provided in your'submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this.office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans,.information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. 1st 011911 2nd FD File# 3rd Other Agency ID Air Pollution Control Board AIR POLLUTION CONJBOL DISlRICT COUNTY OF SA.N DIEGO May 28, 2002 QUOREX PHARMACEUTICALS 1890· RUTHERFORD RD STE 200 CARLSBAD CA 92008 Greg Cox Dianne Jacob Pam Slater Ron Roberts Bill Horn District 1 District 2 District 3 District 4 District 5 After examination of your Application No. 977939 for an Air Pollution Control District (District) Authority to Constrµct and Permit to Operate for an emergency engine/generator located at 1890 Rutherford Rd. Suite 200, Carlsbad, CA 92008, the District has decided on the following action: Authority to Construct is granted pursuant to Rule 10, 20, 21 and 1200 of the Air Pollution Control District Rules and Regulations for: Emergtmcy standby engine, diesel fueled. Make:· John Deere. Model 6081-TF00 1; SIN 0723143, BHP rating 211 BHP, equipped with a turbocharger. Driving a 135 KW generator. The engine listed above shall be referred to herein as the "engine". This Authority to Construct is granted with the following conditions: 1. Permittee shall provide access, facilities, utilities and any necessary safety equipment, with· the exception of personal protective equipment requiring individual fitting and specialized training, for source testing and inspection upon request of the District. 2. The emissions of oxides of nitrogen (NOx) in parts per million by volume (ppmv), calculated as nitrogen dioxide at 15% oxygen on a dry basis shall not exceed 6.9 g/bhp-hr or 535 ppmv. (Rule 69.4.l(d.l)) 3. The emissions of carbon monoxide (CO) calculated at 15% oxygen on a dry basis, shall not exceed 4,500 ppmv. (Rule 69.4.l(d.2)) 4. The engine shall use only California Diesel Fuel. (Rule 69.4.l(d.4)) 5. Air contaminant emissions from engine exhaust and engine crankcase vent shall not be more dense than 20% (or Number 1 on Ringlemann Chart) for more than three (3) minutes in any consecutive 60 minute period. (Rule 50) 6. The equipment described above shall not cause or contribute to public nuisance. (Rule 51) 9150 Chesapeake Drive• San Diego• California 92123-1096 • (858) 650-4700 FAX (858) 650-4659 • Smoking Vehicle Hotline 1-800-28-SMOKE $ Printed on Recycled Paper · Quorex Pharmaceuticals Application No. 977939 -2- May 28, 2002 7. Thv engine operation shall not exceed 52 hours per caiendar year for non-emergency purposes (testing and maintenance), and 200 hours per yeat for total use. (Rule 69.4.l(b.3.i) and Rule 1200) 8. The engine shall be equipped with either a non-resettable totalizing fuel meter or a non- resettable elapsed operating hour meter. (Rule 69.4.l(e.3)) 9. The engine shall be constructed to accommodate installation of catalyzed diesel particulate filters in the future. 10. The owner or operator shall conduct periodic maintenance of this engine and add-on control equipment as recommended by the engine and control equipment manufacturers or as specified by any other maintenance procedure approved in advance, in writing, by the District. The periodic maintenance shall be conducted at least once each calendar year. (Rule 69.4.l(f.2)) 11. The owner or operator of the engine shall keep the following records: California Diesel Fuel certification, manual of recommended maintenance provided by the manufacturer, or other maintenance procedures as approved in writing, in advance, by the District. These records shall be kept on site for at least the same period of time, as the engine to which the records apply is located at the site. (Rule 69.4.l(g.1)) 12. The owner or operator of this engine shall maintain an operating log containing, at a minimum, the following: dates and times of engine op-eration, indicating whether the · operation was for non-emergency purposes or during an emergency situation and the nature of the emergency, if available (these records are not required if the total engine operations for any purpose, including emergency situation, do not exceed 52 hours in a calendar year); total cumulative hours of operation per calendar year, based on actual readings of engine hour or fuel meter; records of periodic maintenance including dates maintenance was performed. (Rule 69 .4. l (g.2)) 13. All records shall be kept on·site for at least thtee (3) years, unless otherwise indicated by the conditions of this permit, and made available to the District upon request. (Rule 69 .4.1 (g.6)) 14. Initial and/or periodic source test is not required until an appropriate test method is approved by the District and California Air Resources Board (ARB), provided that the engine and control system are maintained in accordance with the ·conditions of this permit, and there is no evidence of engine tampering. (Rule 69.4.l(i.1,4)) 15. This Authority to Construct authorizes temporary operation of the above-specified engine. This temporary Permit to Operate shall take effect upon written notification to the District that construction has been co:mpleted in accordanGe with this Authority to Construct. This temporary Permit to Operate will remain in effect, unless withdrawn or modified by the District, until a revised temporary permit (Startup Authorization) is issued or a Permit to Operate is granted or denied. r l. Quorex Pharmaceuticals Application No. 977939 -3- May 28, 2002 16. Upon completion of construction in accordance with this Authority to Construct and prior to commencing operation, the permittee must complete and mail, deliver or fax the enclosed Construction Completion Notice to the District. After mailing, delivering or faxing the notice, · the permittee may commence operation of the engine. Operation must be in compliance with all of the conditions of the Authority to Construct and Applicable District rules. 17. This Authority to Construct shall be posted on or within 25 feet of the engines or maintained readily available at all times on the operating premises. This Air Pollution Control District Authority to Construct does not relieve the holder from obtaining permits or authorizations, which may be required by other governmental agencies. Within 30 days after receipt of this Authority to Construct, the permittee may petition the Hearing Board for a hearing on any conditions imposed herein in accordance with Rule 25. This Authority to Construct is not transferable and will expire on will expire a year from the date above, unless an extension is requested in writing. If you have any questions regarding this action, please contact the undersigned at (858) 650-4606. Ai JFT:el enclosure I.D.#15 86~4A ·-. CONSTRUCTION COMPLETION NOTICE San Diego County Air Pollution Control District 9150 Chesapeake Drive San Diego, CA 92123-1096 (858) 650-4700 FAX: (858) 650,-4659 Please complete the "APPLICANT USE ONLY" portion of this notice and fax or mail it to the APCD. The following information has been included based on your application information. Please note any corrections to this information. COMPANY NAME (DBA): EQUIPMENT ADDRESS: TYPE OF EQUIPMENT: QUOREX PHARMACEUTICALS 1890 RUTHERFORD RD .• STE. 200 CARLSBAD CA APPLICATION#: -~9~77~9~39~_ EMERGENCY ENGINE/GENERATOR APCD PROJECT ENGINEER: _____ ...:.J=O=R=G=E=F_,_. T=AL=A=V-'-'E=R=A-=-----~ TELEPHONE: (858) 650-4606 APPLICANT USE ONLY DATE CONSTRUCTION WAS COMPLETED: -------'------------------"-- PERSON PROVIDING NOTIFICATION (Please Print): ____________________ _ SIGNATURE: -----,-----------'------------,-------------- DATE OF NOTIFICATION: ____________ TELEPHONE: _______________ _ APCDUSE I.D.#:15 8654A VAX ENTRY DATE: DATE RECEIVED: ' I ---------------i-n,-·---=-------- ,._ ~ BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO. 26165 SAN DIEGO CA POSTAGE WILL BE PAID BY ADDRESSEE AIR POLLUTION CONTROL DISTRICT COUNTY OF SAN DIEGO 9150CHESAPEAKE DR STE 102 SAN DIEGO CA 92123-9920 11.1.,, .1.1 ••• 11 •• 1, 1 •• 11.1.1 •• 1.1 •• ,, 1,111 ••••• 11.1 (PLEASE FOLD ALONG DOTTED LINES AND SEAL WITH TAPE; DO NOT-STAPLE) 1 .. ~- INTHE UNITED STATES STRUCTURAL CALCULATIONS for QUOREX MEZZANINE at 1890 Rutherford Road Carlsbad; CA 92009 Prepared for: Mansour Architectural Corporation 5897 Oberlin Drive, Suite 111 San Diego, CA 92121 Prepared by:· DEVINE ENGINEERING 12316 Oak Knoll Roc;1d, Suite C Poway, CA 92064 858-7 48-6168 May 23, 2001 - Project #16_5.01 O\·\C\ II DEVI.NE ENGINEERING 11884 Springside Rd. 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OR SIMILAR, PAINTED TS 411 X 211 X 5/1611 SEAL TOP AND BOTTOM, GRIND AND PAINT --1-11211 X 1-1/211 X ~/1611 GALVANIZED STEEL 1T' WELDED TO TS FRAME PAINTED. L H/211 X 1-11211 X ~/1611 GALVANIZED STEEL 11T11 WELDED TO TS FRAME PAINTED. CANE l!>OL T WITH GUIDES GATE LATCH -DETAIL@ NOT TO ·scALE' . RE\1SIONS BY ,&10+01 6 • :,, -.. .. Q ;;; ., . .. ~ . ;; . .; : :, ,4 .,. • "": •. 0 :: .! : : ,.. • a ! • '9:a:•IIC ::r;;;( I-z z 0 1-W .:; Z~1-9~ <>Ill w-Zoo> _u. wa: u.~ I-a. ::i q ~ 0 '1------1 ~ Date: 10-16-01 Scolt: NOTED t-~----1 0 Drown: J.K. [ Approwd: ti) Job• ID • Rutherford w Shfft: ·s FC-8 __ .T_RA ...... S_H._t._G_EN_E_RA_J_O_R._.E_NC_l_O_.su ___ .R_E_~_: J_E_D ___ Et_'.A_. IL_S __ ___. f 2 o, Shfft• • ,. f L .· ' JOJ:l QUof(E)(., ME:'2.2.. DEVINE ENGINEERING; INC. · 12~16 Oak !{noll Rd., Suite C SHEETNO. • ~-'2 \ Of ______ _ CALCUtATEOBY_~ift~w~o ___ DATE 9-'2'5 ,a\ Poway, CA 92064 (858) 748-6168 CHECKEDSY--"--------DATE _____ _ SCALE . 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[ . : ............. -... ,: -. : l ;-.. ; .. ........ ~ ... ·I· ·+--+----· l .. :· .. --·i ··-·--'··· ... : ; . -· ...... .._ ..... .. · 1-· --r ....... r · · i ··· I • • J ·i ·=· . i ! . r. -.. i 1-·-·-t · .. . ·---:-----'.·---"" .. ..... • .. ·-· . :·· ~ l l I ·, . . . . . . 0 • • 0 0 ,_, • • ~ • ' • H • M i ; . '. . ·-+ ·--·-· ' . ' : . -~=--T'""""~----1 ............... ·----.. r~ ... r ... --;--........ ·+ <f> ·;t( ~ '2~ 1-+ .. ~ ~ . ' : ; . ... :. i .{ ; ~ : : : : ••. ,(i. I \ · I -": ·- DEVINE ENGINEERING, INC. 12316 Oak Knoll Rd.,. Suite C Poway, CA 92064. (858) 748-6168 ··.·····:. : : .. --·;----:·· ... :. -··.: . .. ··E ... -·=· -· ·-r ........ . JOB G2UO REX Mi:'Z'?;' SHEET NO. '$)<.' ''2,'Z. 1tcS.o'2 OF-______ _ cALcuLA1eoav: __ _,Mc.....:....,W,..__..O~---oATE __ 9L·c...'.:2e.4=--·_,,o""-l,e__ CHECKEDBY _________ DATE ______ _ SCALE . .,. .... =-·-····- : : ; ! ···,----:-.. ··-- ... ·-··· ! ____ _ .:, .. ·. ___ ... · .. --··-... ·-··-· ·-·-·----~,.U..;;;;.J~~~-!,,,-~-'. ·-···" ···-'-'II,..,... .... -.... •1 •! . .. . : ' ~ ! l : . -I i : --: .. ·: ) ----:·-· ••; ; ~~ -e~--S\~S -WH~~ : O,CC{U.&;3 ... ~" ~~ . ' : . . -. L .. --~- ! · .. ·---·-···· ----~ ! : : ' -~· • -~· -MOO! __ ,_,/--·-- ; ... ---•••.····-----,-· --------·· ·-----· --- • • .... . , . . -·i L ' DEVINE ENGINEERING, INC. 12316 Oak Knol.l Rd., Suite C Poway, CA 92064 (858) 748--6168 : .. -.. ; ..... -~--··-. -: ··:---:-- ! . . : ~ . :. :-. ~-. . ~-- ' : : ~ . -.... --· -· ··--~ .. ----· ...... . ·:····· .. -····: JOB Quo s_e2' M-cz:z SHEET NO. $;,C.. • "23 OF _______ _ c:ALCULA'TEDBY __ ~M~. c..w~· C>=-~· ___ DATE CHECKEOBY __________ DATc.._ ______ _ SCALE . ·-:-·---:. : .. ;-----··· ----!---·-'. ----- • -i ...... : : ~ .. ·r . ···:·· . . ----- i, . >- > > > > > > >. > ---611 ).( 25i GA., METAL STUD~ • ~-411 o..c. P.eR 1.c.e~o. 3403..,p WITH 5/811 iJ'YPE 1X1 GYP. BD. ON BOTH sipes ANO. R-11 . FIBf:_RGl+,AS~ BATT INSUt;.ATION . 1:XISTI~ $q:COND· FLOO~ CONSTRUCTI:ON ~---l·&/811 ME:TAL BRACES AT ~~~ 4811' o.c., TYP, ATTAGH TO TOP. MeTAL RUNNER ANQ FLQ.OR FRAMING, Wil,H 1"11/811 TYPe 1~ .&J8Lf HfAD us~ SCREW$. _ THROUGH · PffN!TRAT!ON Pl:R Of1'AIL~. QTI7 . NEW HVAC puc,r Pl:Nl!:TRATION WITH FIRf: . / s~oKe OAMPER PeR MECHAtfJICA,L P~ANS. l'IJLL 'I' SeAL THRO.UGH ITRATION SIMILAR TO DETAIL 29 . · . Att: . . NEW S~Pl:ftJDl:Q. ME:-T AL Cl:ILING; WlTH -cuRve.o l!OGe: TRIM Pt:i·R FINISH~S ~CHEQULE ---1?1~--.r--.--~-...+!!~-:--------, 3•&(811 X 25 GA. Ml:TAL STU!;)$ • ~411 Q.C •. P.ER I.c.a .. o. ~40~"1p WJtH 5/811 1iYPf 1X1 GYP, 60. - · ON 60TH $IPf!S ANO. R-11 FI&eRG~AS~ BATT J:NSUl,.ATION -+---------1-Jd-------... . BOT·TOM TRAGK s~cu~~D WlTH ,. ,01711 DIA. PQWER ORIVEN1 ANCHORS WITH 1 .. 1/4!1 MIN, IM8~DMeNT P.fR I .. ~.&.O ... No. ·1147 · SECTION AT ONE MOUR CORRIDOR N.T,S, s " : b [ 0) 0) I ; RE\1SIONS BY • "' .. .. .. a -.. • • --c ; Q • -• • 0 -0 ... .a ... .-i: • 0 ..... . ... --lO "' •a• 111 • = •; M ..... -. --~~lie; ~ I!!:-=-...... .,. --0 .... . • : = =-: -• C ,:: .. :a ..:;i::; ,... z z ·o ~1 -Q~ ~~w mil W IL- 1-Q. s i () Oattt 9-~6-0t Scatti NOTeD 'Dtawnt J,t::. _ApprOYld: .lob: . ~uth11rf'ord ShHl: FC-2 1 01 ShMf*' V ~H'f • .l. :7 C.. V V .l. .l...J • .l.V .l.lVVl":1.V:JUVV VJ, LI L,hJ VV.l'O;.,~LJV 'ft.J:IVG r • VVJ../ VVJ.. CoNSTRUCT(ON 1\sTING & ENGINEERING, INC. SAN DIEGO, CA 2114 Vln,.Jllnl t,,4- Sullr. <i riM.1llldld,,_ CA 921>2' nMit 7'4-4955 nMI) 7'6,11806 FA.°' • RJVf;RSJDE, CA .ffl> I!. Prinm11nri Ct. Snllt-7 C,,t:'Qll11CA9171' (9'l9131U3?11 (~} 3'l,21MI f'Ai • Vf.N11JllA, CA 1.~5 P1dlh: An. S11tt1;J.O~ 0,cnnnf, CA 934)33 (llll5) 486-6475 111)5) 48'-9016 PAX • 1.'AA<:Y, CA 242 w. l:..rch 811l~F Tracy, C~ mo.t (2~)UM490 /20,J 839-211!)5 FMI • J.AJIICASTER, CA 4ll5ti 10111 St. w. rJnhK J..anai,1er, CA 93534 (~6i) 71.(,.967~ (61111 7U-i)W, FAX • 6tCRAMf.Nil>, CA 3628 M1rlf11011 Ave, S11fli:·22 N. ffl~lan~ CA 9Sf,<,IJ (9J.~) 3JI.Ml3CI 19!41)331.Ml)7 FM! June -12. 2001. CTE Job No. 10 .. 4g79 M.s. Doi.ores Lambert Quotex Pbar.m.a.ceuticals Mr. tony-Mansour Mansour Arcb.i.t.ectura) Corpora.ti.on. Via. Facsimile: 760.602.J 915 Via Pacsim.ile: 858.558.9221 Subject: Review of Foundation f:or Proposed Mezianjne Addition Lot 4 7, Carlsbad Research Center. Carlsbad, C•Jifom.ia Reference: · Update Geotechnical Report Proposed Meaanin.e Addition Lot 4-7, Carlsbad Research Center: Carlsbad, Califom.ia Construction Testing and Engineering, Inc., May 2;3, 2001 Ms. Lambert: At the req_uest of your. project archin=ct, CTE h.as reviewed tb.e foundation. plans for th.e referenced project. TI1e object of our review was to iden.tify potential conflicts wi.tl1 the recommendati.ons presented in our referenced geotecbnical. report and subsequent addenda. It is our conclusion that the reviewed plan is in. gener.al conformance wi.th recommendations presented in our referenced report. Sh.ould you have any q_uesfi.ons or need further infotma1:ion please d.o not b.esi~ to contact 1his offi.ce. RespectfulJ.y su.bmJtted, CONSTRUCTION TESTING & ENGJNEERJNG, JNC. ur"114,u.•u Goodmach.er, CEG #21.36 . Ge9logist ~?~ Daniel T. Ma1h. RCE #61.013 Seni.or Project:' Engin.eer GEOTECHNICAJ .. AND CONSTRUCTJ.ON ENGIJlilEERING TESTING AN,D JNSPECTION k ' CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA 2414 Vineyard Ave. SuiteG • RIVERSIDE, CA 490 E. Princeland Ct. Suite7 • VENTURA,CA 1645 Pacific Ave. Suite 105 • TRACY,CA 242 W.Larch • LANCASTER, CA • SACRAMENTO, CA 42156 10th St. W. 3628 Madison Ave. Suite F Unit K Suite 22 Tracy, CA 95304 Lancaster, CA 93534 N. Highlands CA 95660 ENGINEERING, INC. Escondido, CA 92029 (760) 746-4955 (760) 746-9806 FAX Corona, CA 91719 (909) 371-1890 (909) 371-2168 FAX Oxnard, CA 93033 (805) 486-6475 (805) 486-9016 FAX (209) 839-2890 (661) 726-9676 (916) 331-6030 (209) 839-2895 FAX (661) 726-9676 FAX (916) 331-6037 FAX May 23, 2001 Ms. Dolores Lambert Quorex Pharmaceuticals, Inc. 2075-J Corte del Nogal Carlsbad, California 92009 Subject: Ms. Lambert: Update Geotechnical Report Proposed Mezz.anine Addition Lot 47, Carlsbad Research Center Carlsbad, California CTE Job No. 10-4879 At your request, we have performed a recent reconnaissance of the referenced site. We understand that you are seeking to construct an approximately 3,500 square foot mezzanine addition at the south end of the existing structure. Figures 1 and 2 are maps showing the general location of the site and the proposed mezzanine addition. Our reconnaissance was performed to evaluate cwrent site soil conditions vis a vis the soil conditions when we last performed work at this site (CTE, 1998). In general, the results of our investigations indicate that the proposed project can be constructed as planned provided the recommendations presented in this report are followed. Existing fill soils were previously found to be medium to highly expansive and some special consideration will need to be used during construction to mitigate this potential problem. Q\_, 'C\ I( GEOTECBNICAL • ENVIRONMENTAL • CONSTRUCTION INSPECTION AND TESTING • CIVIL ENGINEERING • SURVEYING ' . . Update Geotechnical Report Proposed Mezzanine Addition Lot 47, Carlsbad Research Center, Carlsbad, California May 23, 2001 LO RECOMMENDATIONS 1. 1 Foundations Page2 CTE Job No. 10-4879 Continuous and isolated spread footings are suitable for use at this site. However, footings should not straddle cut/fill interfaces. From our previous work onsite (CTE, 1996 and 1998), we anticipate that building footings will be founded entirely in properly recompacted fills. Foundation dimensions and reinforcement should be based on allowable bearing values of 2,000 pounds per square foot (psf) for footings a minimum of 12 inches in width and embedded at least 24 inches below the lowest adjacent subgrade. The allowable bearing value may be increased by one third for short duration loading which includes the effects of wind or seismic forces. Minimum footing reinforcement for continuous footings should consist of four No. 5 reinforcing bars; two placed near the top and two placed near the bottom or as per the project structural engineer. Isolated footing reinforcement should be designed by the structural engineer. Proposed footings may be doweled to the adjacent exi~ting footings in order to reduce the potential for differential movements between the buildings, if these movements will be detrimental. Dowels should be epoxied to existing improvements as per the project structural engineer. Based on the preliminary plans as well as the conditions observed at the site, the maximum total static settlement is expected to be on the order of 1.0 niches and the maximum differential settlement is expected to be on the order of0.5 inches. F:\10-4879\Rpt_Update Geotcchnical for TI.doc Update Geotechnical Report Proposed Mezz.anine Addition Lot 47, Carlsbad Research Center, Carlsbad, California May 23, 2001 1.2 Foundation Setback Page3 CTE Job No. 10-4879 If applicable, footings for structures should be designed such that the horizontal distance from . the face of adjacent slopes to the outer edge of the footing is a minimum of 10 feet. 1.3 Lateral Load Resistance The following recommendations may be used for shallow footings on the site. Foundations placed in engineered fill materials may be designed using a coefficient of friction of 0.35 (total frictional resistance equals the coefficient of friction times the dead load). A design passive resistance value of 300 pounds per square foot per foot of depth (with a maximum value of 1,200 pounds per square foot) may be used. The allowabl~ lateral resistance can be taken as the sum of the :frictional resistance and the passive resistance, provided the passive resistance does not exceed two-thirds of the total allowable resistance. 1.4 Concrete Slab-On-Grade Concrete slabs-on-grade should be at least four inches thick for light industrial loads. As a minimum, concrete slabs should be reinforced with #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers. All slab reinforcement should be properly supported to ensure placement near mid-height of the concrete. Special design consideration should be given to the type of business and the building's intended use. Heavy machinery or vehicular loads may require aggregate base, thicker slab and increased reinforcement. This office should be contacted provide additional recommendations if conditions differ from those assumed above. F:\10-4879\Rpt_ Update Gcotccbnical for TI.doc ,, L C Update Geotechnical Report Proposed Mezz.anine Addition Lot 47, Carlsbad Research Center, Carlsbad, California May 23, 2001 Page4 CTE Job No. 10-4879 In moisture sensitive floor areas, a vapor barrier of ten-mil visqueen overlying a two-inch layer of compacted aggregate base should be installed. At a minimum, a two-inch layer of similar material should be placed above the visqueen to protect the membrane during steel and concrete placement. Slabs subjected to heavier loads may require thicker slab sections and/or increased reinforcement. 1.5 Walls Below Grade For the design of subterranean structure walls where the surface of the backfill is level, it may be assumed that the soils will exert a lateral pressure equal to that developed by a fluid with a density-of 38 pcf. The active pressure should be used for walls free to yield at the top at least 0.2 percent of the wall height. For walls restrained so that su.ch movement is not permitted, an equivalent fluid pressure of 58 pcf should be used, based on at-rest soil conditions. The recommended equivalent fluid pressures should be increased by 22 pcf for walls retaining soils inclined at 2:1 (horizontal: vertical) or less. Walls below the water level are not anticipated for the subject site. Consideration should be given to waterproofing the subterranean structure walls to reduce moisture infiltration. If placed, we recommend that all walls be backfilled with soil having an expansion index of 20 or less. The backfill area should include the zone defined by a 1: 1 sloping plane, extended back from the base of the wall. · Retaining wall backfill should be compacted to at least 90 percent relative compaction, based on ASTM D1557-91. Backfill should not be placed until walls have F:\10-4879\Rpt_ Update Geotcchnical for Tl.doc .• l I.: ~ -· Update Geotechnical Report Proposed Mezzanine Addition Lot 47, Carlsbad Research Center, Carlsba~, California May 23, 2001 Page5 CTE Job No. 10-4879 achieved adequate structural strength. Heavy compaction equipment, which could cause distress to walls, should not be used. 1.6 Vehicular Pavements It is unclear at this time if additional pavements will be constructed as part of the currently proposed improvements. However, if paveme,its are proposed they should be constructed in accordance with the following recommendations. The asphalt pavement design is based on · California Department of Transportation Highway Manual and on traffic indexes as indicated in Table 1 below. TABLE-ASPHALT PAVEMENT .. Traffic Area Assumed Subgrade AC Class II Traffic Index "R" Value Thickness Aggregate (inches) Base Thickness (inches) Truck Drive/ 6.0 24 3.5 10 Loadin$ Areas Auto Parking 4.5 24 3.0 6 Areas We understand that parking and drive areas may be paved with concrete pavements. The recommended concrete pavement section for drive areas has been designed assuming single axle loads of 15 kips, 10 repetitions per day. The above assumed values reflect light industrial traffic loads. Corresponding pavement designs presented in Table 2 below may not be adequate for larger axle loads and traffic volume. Concrete used for pavement areas . F:\10-4879\Rpt_ Update Geotechnical for TI.doc l l, .... ' Update Geotechnical Report Proposed Mezzanine Addition tot 47, Carlsbad Research Center, Carlsbad, California May 23, .2001 Page6 CTE Job No. 10-4879 should possess a minimum 600-psi modulus of rupture. Pavements should be constructed according to industry standards. TABLE -CONCRETE PAVEMENT DESIGN Traffic Area Subm-ade. R-V alue PCC Thickness (inches) Truck Drive/ 24 7.0 Loading Areas Auto Parking Areas 24 6.0 Concrete pavements placed directly on the expansive on-site materials should be reinforced with a minimum of #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers each way at mid~slab height. Regardless of the pavement method selected, all aggregate base materials and the upper 12 inches of subgrade materials to receive pavements should be compacted to a minimum relative compaction of 95 percent of the laboratory maximum density (as determined by ASTMD 1557). Should you have any questions about this submittal please do not hesitate to contact this office at your convenience. 2.0 SITE NEAR SOURCE FACTORS AND SEISMIC COEFFICIENTS In accordance with the 1997 UBC the site is located within Seismic Zone 4 with a zone factor of z = 0.40. The Rose Canyon Fault, a Type B seismic source type, is located approximately eight kilometers from the site and the site, therefore, has a tiear surface source factors Nv = 1.1 and Na F:\10-4879\Rpt_Updatc Oeotechnical for TI.doc Update Geotecbnical Report Proposed Meu.anine Addition Lot 47, Carlsbad Research Center, Carlsbad, California May 23, 2001 Page7 CTE Job No. 10-4879 = 1.0. Based on our knowledge of site geology, the soil profile type is Sc and therefore seismic coefficients Cv = 0.62 and Ca= 0.40 apply. 3.0 CONSTRUCTION OBSERVATION The recommendations provided in this report are based on preliminary design information for the proposed construction and the subsurface conditions found in the exploratory boring locations. The interpolated subsurface conditions should be checked in the field during construction to verify that conditions are as anticipated. Recommendations provided in this report are based on the understanding and assumption that CTE will provide the observation and testing services for the project. All earthwork should be o\,served and tested to verify that grading activity · has been performed according to the recommendations contained within this report. All footing. trenches should be evaluated by the project engineer before reinforcing steel placement. 4.0 PLAN REVIEW CTE should review the project foundation plans and grading plans before commencement of earthwork to identify potential conflicts with the recommendations contained in this report. 5.0 LIMITATIONS As limited by the scope of the services that we agreed to perform, our opinions presented herein are based on our observations, test results, and under$tanding of the proposed site development. Our service was performed according to the currently accepted standard of practice and in a way F:\10-4879\Rpt _ Update Gcotechnical for TI.doc ' ( l ,'\) Update Geotechnical Report Proposed Mezzanine Addition Lot 4 7, Carlsbad Research Center~ Carlsbad, California May 23, 2001 Page 8 CTE Job No. 10-4879 that provides a reasonable measure of the compiiance of the grading operations with the job requirements. No warranty, express or implted, is given or intended with respect to the performance of the project in any respect. Submittal of this report should not be construed as relieving the grading contractor of his responsibility to comply with the project requirements. We .appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please contact us at your convenience. Respectfully submitted,. CONSTRUCTION TESTING & ENGINEERING, INC. ~?~ Dan T. Math, RCE# 61013 a oodma her, CEG# 2136 Senior Engineer Se · or Geologist F:\10-4879\Rpt_Update Gcotechnical for ndoc .. TNtJMN vi3· TOPOI map printed on 08/14/00 from "Cal!fornia.tpo" and "Untltled.tpg" 117,30000° W 117,28333° W WGS84 117,26667° W 117.30000° W 117,28333° W WGS84 117,26667° W ~ 5 lMlE 0 1000 IEET O 500 1000 METEHS ~ Prill1edfromTOPOI ©2000 WildlmnrPmd1JC110no (www.1opo.com) & & CONSTRUCTION TESTING & ENGINEERING, INC. c:5l .. GEOTEGHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2414 VINEY ARD AVENUE, STE G ESCONDIDO CA, 92029 (760) 746-4955 ENGINEl!RING,INC SITE INDEX MAP PROPOSED QUO REX P~RMACEUfICALS, INC. PROJECT CARLSBAD, CALIFORNIA CTEJOBNO: 10-4879 s 'NO SCALE DAb3/Ql FIGURE: l ~ "' ~. ~ f I .t; ~ ~ ·> ~ I LEGF,MD 11 I I I 11 0 --... --... / / ' ' / ' / / / / / / / / / / / LOT48 --' ' / / / / / ' / ' / ' ,. ...... / '-/ V ' A ,/ ' / / /, APPROXIMATE LOCATION OF PROPOSED MEZZANINE ADDITION APPROXIMATE LOCATION OF COMPACTION TESTS, CTE, 1998 APPROXIMATE LIMIT OF EXISTING BUILDING CONSTRUCTION TESTING & ENGINEERING, INC. GEOTECHNICAL AND CONSTRUCTl<IN ENGINEERING TESTING AND INSPECTION 2414 VINEYARD AVENUE, STBG ESCONDIDO CA. Q202<l (760) 746-4<>55 ' ®· ee ® rQl Q ~ e ~ c.-i eCl~ vi C,;i 0~te eviee e ® @le.®® ee @r e ~ c.-. ® c.:-. ~ 0~-'vl e 'v-'i.e.i N ~®~ ~ ~ ~. ~ ee e --, e @) I e '> ~0 ~ ® 0 I / / ' / l ~rl(SJ I ®1® ®l 01 ®I e I e ® e ® 0 1 e I . 1® le II@) I@) I ®® ® ~ I I ®' CsL® 119 e LOJ: 47· (eJ 1(@) e 1 ~ e @I I~ I tfi'i'l I 20 I i:..:.:,i @) I 2 (v 0® I@) e e e @) e e ® e e ~ I@) El~t ~ l 1111111~ s eQ ~ 2 e @J® e l@J®@J @J 819 e e e!@le ee @B@I APPROXIMATE LOCATION OF PROPOSED IMPROVEMENTS e A•1o· '" 0 10-4879 NO SCALE PROPOSED QUOREX PHARMACEUTICALS, INC. PROJECT CARLSBAD, CALIFORNIA D.\TE05/0 I -P'IGURE 2 ' I l ' • ~ APPENDIXA REFERENCES CITED F:\10-4879\Rpt_Updatc Geotechnical for TI.doc • REFERENCES CITED 1. Construction Testing and Engineering, Inc., 1996, ''Updated Geotechnical Investigation, Proposed Concrete Tilt-up Structure, Lots 4 7 and 48, Carlsbad Research Center Carlsbad, California" [ consul~t report]. 2. Construction Testing and Engineering, Inc., 1998, "Report of Testing of Compacted Fill for Lots47 and 48, Carlsbad Researc:h Center, Carlsbad, California" [consultant report]. F:\10-4879\Rpt_Updatc Geotechnical for TI.doc ,-/ ,-< ' ~ ~· ,, ) NOWAK~MEULMESTER & ASSO<JAIBS S'ntUCTUllAl. A. "11) CIVIi, tNGTr-,1',F,J\S September :20, 2001 TonyManswr Mansour' Ar:hitectuJ'ol Corpora1ion 5897 Oberlin Drive, Suite 111 San Diego, CA 9:2'121 RE: Quorex Tenant Improvement CRC Lot-47-1980 Rutherford Road Plan file Number CB-01-2284 Duct Loads Deorlony: We vndersfG1nd that various si2:es of duds ore being hung for the Quorex Tenant Improvement at Lot 4 7 ~f th~1 Carlsbad Research ce·nter. We are the original engineer of record for this building. The roof at the warehouse area.wos designed for 1.7 pounds pet s9uare foot (psf) for mechanical, . electrical, ar.d miscellaneous loads. The roof over ihe mezzanine area was designed to resist 2. 2 psf for these loads. The roof can support 1hese loads vertically without the need for further checks. If you hove cn,y quas:tions r~garding this issue, please feel free to call. Sincerely, NOWA.K-MEULMESTER & ASSOCIATES ~{~~' " Steven Rohy, .. Senior Assoc1, e Robert L. Now•k, S.E., Prmcipal jiuim :M. Wl&einan, S.E., Seni.Qr Associate Sw-.rt!n~D-Rohy. S.E., Anocfale M.manne P. M}~-rs,Buaineee'Manager 9888 Carroll Centre Road., Suite 228 Sl\n Diego, C;lifor11i1, 92126 Phone; (858) 536--5166 Fa.": (858) ,5:lfi-5 .t63 www.omn-engineen.com '· ,I ~,,l-:- . ~ (. ' t 111(91' ~o/ r-·. ::·'; '--· a: w September 20, 2001 "' Mr. Tony Mansour Mansour Architectural Corporation z 5897 Oberlin Drive, Suite 111 · · w San Diego, CA 92121 Project: _DearTony: Quarex Mezzanine D.E.L JoQ No.: 165.02 This letter is to address the adequacy of the existing 2x6 sub purlins to support the weight of the duct work. We have analyzed the 2x6's and found them to be adequate to support the largest duct in the attached weight schedule. The weight of the largest due~ is 36.3 po!Jnds per foot. If the duct work is supported at 8 feet on center maximum, with two supports per duct, the largest point load imparted on the sub purlin would be 145 pounds. The sub purlin can support, in addition-to the roof live load arid self weight, · 256 pounds at the center. Our analysis is. based on the following assumptions: 1. 2, 3. 4. The sub purtins are 2x6@24" o.c. (not 2x4's). The ducts are supported-at eight feet maximum along their length. The largest rectangular duct is a 60" x 28" duct that weighs fess than 36.3 pounds per linear foot. The rectangular ducts have two supports per 9uct with only one support per purlin. The largest round duct is a 32 .. diam~ter duct that weights less than 17 .9 pounds per linear foot. The round· ducts need only one support at 8 feet on center. We did not inspect the structure for conformance to our design criteria. We assume the field inspector will observe the duct supports for-conformance to our criteria and identify area of non- conforma~e for further recommendations. This completes our analysis at thi~ time. Please let us know if you need additional information. Sincerely: DEVINE ENGINEERING, .INC. Michael W. Devine, S. E. President MWD enclosures 12316 Oak Knoll Road, Suite c • Poway, CA 92064 • (~58) 746-6168 • Fax {858) 748-6011 · mdevine@cJs.com --·--··---·-~-------·--·----·-------····-····---·-. -·--------- /t. ·J't t ( ·' , DEVINE ENGINEERING 11884 Springside Rd. San Diego, CA 9,2128 (858) 748-6168 JOB OUAflEx. M E:2"2 \ eo!:i. o"2 SHEETNO, ____ \_:._ ____ OF ______ _ CALCULATEDB'I · P:!W"0. DATE CHECKEDBY---~----DATE ______ _ SCALE F · r f l : . . -;· ~ ·-: -·-·-· ~ --t----~. :----···f---,;----1.r --!:_-;·_ 1 _1_ ! '. I 1 ! ! : _ _;_ i i : t • ':. ---~, ··--~----~ ·_:. • -'------! ~ ; ! j ! -------,------------· ----·-··----------~-- t!j· ------:--- t ----:---· ; ...... DEVINE ENGINEERING 11884 Springside Rd. San Diego, CA. 92128 (858) .748-6168 SHEETNO.--.,------------OF·---------- ,CALC\JlATEO ~Y---:cM.ci-'"'~ .... -;;;...o,O..,· ___ _ DATE_.:.O><e9--l_,--__.,2c.;4~,_,0=-<\- CtiECKEOBY------'-~------- DATE _________ _ •. SCAtE ' ' i -"t --r·- = i . · .. ---:--- ' ! i '::.:-· i -r---1 ~----! . . !-- _....:_ ____ : ;·._-·--__ i-- 1 -! i ·-: -' . ~ ··---!-, ... , ... ·. !----· =--- ----~--L ..... ~ i ' . i __ !_,.., __ i ___ , i i ; j ; .• yji-t .,_.) • • Sep 20 01 10:20a Mansou~ Rrchi~ec~ural (851;1) 558-9221 p.2 ~ QUOREX RUTHERFORD ROAD KVF 9/13/2001 DUCT WEIGHTS (including lneutatJon) INSUL OUCTWT WT TOTAL WT DUCTSIZE LBS/LF .INSUL SF LBS/S.F LBS/LF 6"ROUNO 1.7 2 0.75 3.2 8"ROUNO 2.2 2 0,75 ·3,7 10"ROUND 2.75 3 0.75 5 12"ROUND 3.2 3 0.75 5.45 14"ROUND 3.75 4 0.75 $.75 16"ROUNO 4.~5 4 0.75 7.25 18"ROUNO 4.8 5 0.75 8.55 20"ROUNO 7 5 0.75 1D:75 22"ROUND 7.6 6 0.75 12.1 2'1"ROUND 8.4 6 0.75 12.9 26"ROUND 9 7 0.75 14.25 ie"ROUND 9.8 7 -0.75 15.05 30 .. ROUND 11.9 1 0.75 17.15 32"ROUND 12.6 7 0.75 17.85 60"X26" 2S.3 t~ 0,75 30.l 30" X28" 141 10 0.75 21.35· 48"X30'' 18.8 13 0.75 28.55 (""1 :-1 ~&•~rt~e!¼'~~1~?.&.i811\~~~1~£:~~i2J ls.~~ ( r c.l'fi {o-,]-o I ·~ c,. t.c_, <(~t/C>< -\o " +~(LC, &/1;1/01 ¥ CLfV\ ti~ 7 {v[Dt w/ toiJt ,~ ;U· f(.-.a, (?) \,c_, 7/2/ot ll~ ··~E~~i;;~~~J~-;t·~'.;:TI+~I:t;fr~rr~1~t;~ .~,· ,' _.r;, ----·:,·()< eiao, TO FROM BUILDING PLANNING ENGINEERING FIRE APPR/FORM HEALlH DEPT HAZ MAT/ AIR QUAL OlHER SEWER DISIB BLDG GRADING LETTER APPLICANT APPLICANT ----+---Pl.AN 00RR -----.41---.......... ENG CORR --------1i-----SCHOOLFORM -------11-----CFO FORM ---~i-------PE & M WORKSHEE1 ___ __,..__ ___ BLDG FEES COMPLE