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HomeMy WebLinkAbout1896 RUTHERFORD RD; ; CB980412; Permit\ . BUILDI·NG 05/21/98 12:43 Page· 1 of 1 PERMI'l~ Permit No:. CB980412 ~rojeot No: A9800523 Development No: ·Job Address: 1896 RUTHERFORD RD Pe-rmit Type: INDUSTRIAL TENANT IMPROVEMENT Parcel No: 21i-120-30-00 ·Valu~tion: 24,700 Suite:· L.ot#: Occupancy -Group! Reference#: Des,cript.ion: 950 SF TI,MOVE WALLS,I;>OORS TO . : CONVERT STORAGE TO PROCESSlNG&REVERSE Constructipri Type: Status: Applied: Apr/Issue: Entered By: 619 677-9880 FINAL APPROVAL ~..,-rv... ..... DATE~/--a::: CITY ·OF CARLSBAD 2075 Las Pal.mas Dr., Carlsbad, CA 92009 (619) 438-1161 .. VN ISSUED 02/12/98 05/21/98 RMA t/ooJc?.5~ PERMl'f APPLICATION 'CITY OF-CARLSBAD BUILDING DEPARTMENT ·2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a pe(mit 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 ,'~. em ti AR'(-.¥iolation of Section 703 .5 b pli for a permit subjf!.cts,the applicant to a i~il pen~lty of not m~ an\ fivEJ.Qundred dollars [$500]). , ·,, ~-e...e..,N\J~t\. ~ 1e . -\ ?.:~ Name . State License# SO\~ ~ 4 (o License Class _________ _ City State/Zip Teleph,\e # City Bus'.ness License # \\ °' ~ '& 4 ~ Designer Name Address City-State/Zip Telephone ~tate Li9!3nse # $ C\ C\ ~ Lf {Q , //' 'f,& __ ~~z-.:::.~ffl§§(;COMtffl#1'IJ<Qtf 'y~' :~"-~I)'..:~--: ~-,:~w,_:~ d~ A,, :.~~~~~~'2:~: ~-t):t·~~-i' Jl~~:!~~:=~~~~~~:,::5,~i.L~;~~~f~i~=,s:·:~¢A~-:~-~i~ / 1 Workers' Compensation Declaration: I hereby affirm under penalty of perjur.y one of the following declarations: D I have and· will maintain a certificate of consent to selfdnsure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 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 l~suran~! Company nC ,Pohcy-No,:._:_ . .,6. =?_ '1._'0 1 ~ Expiration,Date ~b \ -~ _ ·1 isSUJ2:.. My worker's comg~ation inSU( ce carrier and policy number are: . y 9 () r> J{ / I ~) r"\ Q. Qi (THis-~ECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUND~ 0.9!J,A8S_;OOJ OR l:ESS) · ·1 .O CERTIFICATE-OF EXEMPTION: I certify that in the performance of the work for which this permit is iss·ued, i shall not employ any person in any manner so as to··become subject to the Workers' Compensation Laws of California. WARNING: Failure to sec _ orkers' com,p.JIFHlll4!ioQ coverage is unlawful, and shall subject an employer ·to criminal penalties and civil fines up to one hundred ·th~~~d_,<!!)l!ars ($ , . 00), · addition to e cost of compensatio damages as provided for in Section 37~ of the Labor ~de, intei;.es~d ~Orn!3y's fees. i. SIGNATURE ' "'-<::: __,"""',.._ , (?ATE \ ,S: ~ _ l--~ C) t'tL;~:OW8~;:iultgj1r:.Q,QQ\),~ItP_i,:_l2::};c,,:,~:~::-~~~;-2::2:,~:2:::.:z~:~-~7yC~:~r:;2~YJ,~if,:~-~1~~:/~::~,::;::Jb:-~i~~t?:-;~-:~:-:!:,,ff1~{f:t?;~ill~~-2~;J I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as· owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does-not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of. completion, the-owner-builder will have the burden of proving that he did not build or improve for. the purpose of sale). (] I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The : Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally·plan to.provide the major labor and materials for construction of the proposed·property improvement. D YES ONO 2. r (have / have not) signed an application for a building permit for the proposed work. ,3. 1· have contracted,_with the following person (firm) to provide the proposed construction (include name I 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 pers;>ns to provide the work indicated (include name / address / phone number / type of work): · PROPERTY OWNER SIGNATURE ______________ ~-------DATE ________ _ !¢JTh1Kq,.e:1!fl12\tiQ.U~QJll.lQLV.-BDJq__EJY~l-:)JIJ~P!!'{!,l.fgflM.tr.t91i!t;Y::::~w;~:::z.:J.;;!~'.'.!E~i;;;;,;{~g;~.~'i~./4{'.:;7§1;L·.:·:~::1 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 O NO Is the applicant or future building occupant required to obtain a permit from_the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,QOO feet of the outer boundary of a school site? ·o 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 1HE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ~., : ggMu&tQtJ~PING·i~~N.~·-. :".,:::-~ .. -~ '"""~ .. ::...;;,:::_;.;.,~r..~:,,,-;2:e:::J, ·;.:~.,;:;t;;;l ::TI:1~.\L·,0'/.;r~:Zt~u::J1 :,!t: ·:':: ~:~7_:,~:ti:;~~:rG:J. :··.,~·:.0-Y-~~.r.11.. ~:':Cl I hereby affirm that there is a construction lending agency for the performance of the work tor which this permit is issued (Sec. 3097(i)_ Civil Code). ,;;;L=EN;;_D:.,:E;:.R,,;'S~N;A_.;:M;;,E;;,,;;;:;,;;;;;;:;;:;;,;~;;::;::==:;:;;;::;:::::;::::::;::::::;;:::::::=-,_..:;LE::.:.:.:;NDER'S ADDRES;;,S;::;::;::::::::;:::;:::::;:::::;:::::;;:::;;;::::::;::;;:;::;;;;;:::;::;:;;;;;;;;::;:;;;;;:::;;::;;:;::::;::::::;:;;;:;;-:;:;::;;;;;:;;:;;::;;;;;:;;:;. t~.id:,.,'Aee1,,1cAN..r:::c..!ima,g-~li1'!2N:, : • .: . ..:.~.-.;.;" .. "1'~-.:::~:· ·::t:;~:.;.::i..:,.;.i:.~2;,:;.-_, ~~~~-~~~i;;:/~':i~:.i~:;¾at:i 3;'~~~;]~1;;:~·.:-;£;: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 represeritativ!)s 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, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" de13p and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building 0fficial under the provisions of this Code shall expire by limitation and become null and void if the builaing or -work authorized by, such permit is not c enced .within 365 days from-the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time afterthe ced·for a period of 180 days (Section 106.4.4 Uniform Building Code). ~~ APPLICANT'S SIGNATURE . . DATE ~1 WHITE: File Yl;LLOW: Applicant PINK: Finance CITY OF CARJ;,SBAD INSPECTION REQUEST' PERMIT# CB980412 FOR 06/17/98 INSPECTOR AREA TP PLANCK# CB980412 OCC GRP DESCRIPTION: 950 SF TI,MOVE WALLS,DOORS TO CONVERT STORAGE TO PROCESSING&REVERSE TYPE: ITl JOB ADDRESS: 189.6 RUTHERFORD RD APPLICANT: PACIFIC CORNERSTON~ ARCHITECT CONTRACTOR: OWNER: RE~KS: C/ROB/619/719-7841 SPECIAL INSTRUCT: TOT,AL TIME.: . ........ ___ _ --~LATED. PERMITS~-PERMITf GR96ooi4 WM960002 WM960003 FS960018 AS:96.0072 AS970003 FA97Q002 CO970029 RW96023;3 AS980064 TYPE. GRADING WMETER WMETER F:;[XSYS ASC ~SC FALARM COFO ROW ASTI STE: CONSTR. TYPE VN LOT: PHONE: 619 677-9880 PHONE: PHONE.: ~ INSPECTOR-~'----------, STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED I ISSUED ISSUED ISSUED ISSUED CD I,,VL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Pl~mbing 39 EL Final Electrical 49 ME Final Mechanical -. -· .-· -----.---------------------. --,.__,;,,,..,---------,..,..--,....-------------------------------------- Iii!.. i= ***** INSPECTION HISTORY***** DATE 060898 0608.98 052998 052'89~ 052898 052298 052298 052'298 052298 DESCRIPTIO~ Frame/Steel/Bolting/Welding Rougll Electric Ro1,1gh/T.qpo-q.t Exteri.or Lath/Drywall RQ'ligh/T.opout Frame/Steel/Bolting/Welding Rough/Tgpout Rough Electric Rough/Ducts/Dampers ACT AP AP co AP Al? A-P AP AP AP INSP TP TP PS PS PS TP TP TP TP COMMENTS COMP WALLS COMP NO SUPER ON SITE RM 148, 149 RM 157A & 147 METAB & GOWNING METAB METAB & GOWNING METAB RI K L E I N F E L D E R 9555 Chesapeake Drive, Suite 101 San Diego, California 92123 (619) 541-1145 · Daily Field Report The following was noted: ,. .. • ' Page_ot_ Proiect • 4. f!.,OS-- Si-... c, . Contractor Owner . -~ We11ther Temperature 2:ett~J ... H .. l s:,-Gr" fJf/tft/~: Qr:'CS):D~ ~\. // 30./-f~vc o65etuoo 21e Ms em.t,teo weL£2.t:£S me._ ~-K'. BEQ)<.JGJ Pet:./:otJ?Jro av-Jlts Qk& £tf\/t6½:) ~p_s_) fed,.. Pt-,raevv,es useo Pt» --W.\S QA\s: .. €e,.11ffweo .· Jk6ei7 ?wsi ~!s As e,,Je{J A;:s oe±M ~\\.'.L\\ "lL\....v~-\-t,.~~~---n\s me "1,sc. s5b{_ Sufs-CQ~\«--~ lv'§,\~\..\._Bo (g.0 '3:/·187CV<>11 M(;qle: @ Gs) locft~o-JS. :J[:e-~¼ uSei;> SmA-w. ?g~ Tf:'C-ocfbP:1:rq;, e-ro1s :r: o/',2./1 ¢' /?o0:5 85 r:=tlJ.d..;nefA-L.7/(e1 Wa.Dt11a~'-'..)eitt= :raJA-lleQ D-? l!le t/&r1eoJ1tL. V~:hc1L 1 6Vl:5'( HeAD ~,bei-.,S. 7Ile L©->~¼ 'RA.l.eQ -me J <I 't . ,,,. ,, o ":"\. \ E-7-Q(§:1{ v;~ tf 8oo5 Uom. II: µ..,a,d(o.Jp: i-lor f\C.l) ove0, Uu~ :\"9 A(.(.e::q 7F/e t~+< ?.eoY.ess&2 ;slot.,.;)~, 7lfe L0t:L\\m~S w~e Rev11:r"'"W ro M &ice; Let-J~ llohlti If.YO Cl15i'0 <-J. ?ire weldme:...::Jts w<:?J(~ ,co.._,,....,Q k Be _Cf?'..t5ts+~ ~:;rt( ~~-?IA-~, Ve/Aris 'fs..¢8 /S-d- MAY 2 7 Received & Acknowledged by: Representing: _b_P __ R~-------~ L-29 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING " ~~ l:_9 PLANNING CMWD ST LITE PLAN CHECK#: CB9804.12' PERMIT#: CB980412 PROJECT NAME: 950 SF TI,MOVE WALLS, DOORS TO CONVERT STORAGE ~O PROCESSING&REVERSE ADDRESS: 1896 RUTHERFORD RD CONTACT PERSON/PHONE#: C/ROB SEWER DIST: CA WATER DIST: CA ======= .... :::;:- INSPECTED BY: ~ INSPECTED BY: INSPECTED BY: DATE INSPECTED: p.,{,v DATE· INSPECTED: DATE INSPECTED: -' --- Lot# APPROVED APPROVED APPROVED DATE: 06/12/98 PERMIT TYPE: ITI ~ ~ rr:~· 11·u1r.c~F'\~ ii I ls, .. -,/ 1/ ,I Ir=\, IL, ..:-::ij 1! , I I , ·1 £1 '"\ \ j ! : ; /il t JUN 1 2 1998 y : Ely_ . . . .. ! _L,' ---··--····-· 7 DISAPPROVED DISAPPROVED -: DISAPPROVED -" -. --------------. -----, ---------. -----------. --------------------------- COMMENTS:· DATE: MAY 6, 1998 JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-412 EsGil Corporation Professional Pfan ~view 'Engineers SET: II PROJECT ADDRESS: 1896 RUTHERFORD RD. PROJECT NAME: T .I. FOR ISIS PHARMACEUTICALS ~ANT ~ D PLAN REVIEWER D FILE 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 applicant 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#: Mail Telephone Fax In Person • REMARKS: The attached sheet M-1 needs to be slip sheeted into the city set of plans at the building department. By: Ali Saclre Enclosures: Esgil Corporation D GA D CM D EJ D PC 5/15 trnsmtl.dot 9320 Chesapeake Drive; Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ·"·J._ .,. -~~ fl. DATE.: MAY 6, 1998 JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-412 EsGil Corporation Professional Pfan ~vie.w 'Ettgine.e.rs SET: II PROJECT ADDRESS: 1896 RUTHERFORD RD. PROJECT NAME: T.I. FOR ISIS PHARMACEUTICALS CJ APPLICANT ,FJURIS. CJ PLAN REVIEWER CJ 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. 0 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. PLEASE SEE BELOW 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: SEAN TRACY c/o PCA 8810 REHCO RD, # F, SD, CA 92121 • 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#: Mail Telephone Fax In Person • REMARKS: Please see attached for rem~ining items from previous list. Please submit three sets of signed/ revised :plans to the building department for review .. By: Ali Sad.re Enclosures: Esgil Corporation 0 GA O CM • EJ o·. PC tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 "' . .., .. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Eric Jensen • ENERGY CONSERVATION 1. Correct the lighting energy design (L TG-2 form) on sheet E-1.2. a) The Dry Storage (149A) and Gowning (140A) are not Precision Industrial Work areas. Both rooms seem to be Corridor, Restroom, and Support Areas. Please correct. b) The 5 light fixtures # F2 in the 'Rat Metab (148) are not shown on the LTG-forms. 2. The Documentation Author must sign the MECH-1 form on sheet M-1. 3. The completed MECH.-1 part 2 of 3, and MECH-1 part 3 of 3 forms, must be imprinted on the plans, on Sheet M-1 with the MECH-1 part 1 of 3 form. 4. The ENV-1 forms on sheet M-1 must be completed and signed like the ENV form in the energy design package. Note: If you have any questions regarding this plan review I-ist please contact Eric Jensen at (619) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: FEB 27, 1998 JURISDICTION: CARLSBAD PLAN CHECK NO.: 98-412 EsGil Corporation Professional Pfan ~view '.Engineers SET:i PROJECT ADDRESS: 1896 RUTHERFORD RD. PROJECT NAME: T .I. FOR ISIS PHARMACEUTICALS D APPLICANT ~URIS. 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. • The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW 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: SEAN TRACY c/o PCA 8810 REHCO RD,# F, SD, CA 92121 • 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#: Mail Telephone Fax In Person • REMARKS: Please submit revised plans indicating exactly what is new and what is existing via clouds on all sheets of plans including P/M/E. Clearly state the scope of work on all sheets of plans. Specify existing for reference only on all other sheets of plans. Please see attached for P/M/E items. A more complete plan r~view will be done at back-check. By: Ali Sadre Enclosures: Esgil Corporation • GA O CM • EJ D PC 2/17 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 98-412 + PLAN REVIEWER: Glen Adamek DATE: 2/26/98 SET: I 1. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. Provide the complete hazardous material technical opinion and report for the existing building and the proposed changes. UBC, Section 307.1.6. a) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3-D, and 3-E. Provide the material safety data sheets (MSDS). b) Clearly show the amounts of each type of hazardous material to be stored and in use. c) Clearly show where in the buildings each type of hazardous material is being stored or used. • MECHANICAL (1994 UNIFORM MECHANICAL CODE) 2. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, 11, or Ill-A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six .air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. UBC, Section 1207.5(UBC, Section 1202.2.2 should be corrected to read like UBC, Section 1207.5 was corrected. Note there was no code change to remove the new F, M, and S Occupancies from this ventilation requirements.) 3. Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. a) Clearly show the types of material to be exhausted. b) Detail the required make-up air as per UMC, Section 505.6. c) Detail the exhaust outlet clearances as per UMC, Section 609.10. d) Clearly show the exhaust duct material and gage used for each duct size. See UMC, Table 5-B. Clearly show the Classification of product- conveying ducts, and design negative pressure. e) Detail ducts conveying explosives or flammable vapors, fumes or dusts shall extend directly to the exterior of the building without entering other spaces. UMC, Section 505.1, f) Detail. minimum duct conveying velocities as per UMC, Section 505.4 and Table 5-A. · 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 g) Detail duct cleanouts as per UMC, Section 609.4. h) Detail required explosion venting of dust collections systems as per UMC, Section 609.5 i) Detail fire protection as per UMC, Secti9n 609.7. j) Detail clearances from combustibles as per UMC, Section 609.8. • ENERGY CONSERVATION 4. Correct the lighting energy design (LTG-2 form) on sheet E-1.2. a) The Dry Storage (149A) and Gowning (140A) are not Precision Industrial · Work areas. Both rooms seem to be Corridor, Restroom, and Support Areas. Please correct. b) The 5 light fixtures # F2 in the Rat Metab (148) are not shown on the LTG-forms. 5. The Documentation Author must sign the MECH-1 form on sheet M-1. 6. The completed MECH-1 part 2 of 3, and MECH-1 part 3 of 3 forms, must be imprinted on the plans, on sheet M-1 with the MECH-1 part 1 of 3 form. 7. The ENV-1 forms on sheet M-1 must be completed and signed like the ENV form in the energy design package. Note: If you have any questions regarding this plan review list please contact · Glen Adamek at (619) 560-1468. To speed the review process, note on this list (or·a copy) where the corrected items have been addressed on the plans. + ELECTRICAL PLAN REVIEW + 1993 NEC + JURISDICTION: Carlsbad + PLAN REVIEW NUMBER: 98-412 + PLAN REVIEWER: Eric Jensen DATE: 2/26/98 8. If the generator system only supplies non-emergency (not considered "building life safety") loads the layout is okay. NEC Article 702 applies, not 700 or 701. If the lighting shown on panelboard EL-1, c.'s 1, 3, "Em. Lighting", is dependent upon the generator for the second source of power for exit or exitway illumination;· the design would not be approved. Please clarify. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. VALUATION AND PLAN·CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: CB 98-412 PREPARED BY: SADRE DATE: 2/17 BUILDING ADDRESS: 1896 RUTHERFORD RD. BUILDING OCCUPANCY: B 1YPE OF CONSTRUCTION: VN - II BUILDING PORTION BUILDING .. (sq. ft.) T.I. 950 • . . Air Conditionino Fire Sprinklers TOTAL VALUE UBC Building Permit Fee: UBC Plan Check Fee: Comments: VALUATION MULTIPLIER 26 VALUE 24,700 24,700 $ 252.00 $ 163.80 $ 131.04 ($) Sheet 1 of 1 valuefee.dot PLANNINO/EN:GINEERINO "APPROVALS PERMIT NUMBER CB f80Y/;)... DATE ~ --;Jj~ ___ _.;;_..=;..__ RESIDENTIAL ENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL C < $10,000.00) OTHER CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDINC ---------------------------------- Pa,ANNER ~? ~~"TE __ ::,,__0_?__,,~~~~1# __ ENGINEER~~, DATE __ J_-_/_>_-Cf._<J' __ _ ooes/Mlsforms/Plannlng Engineering Approvals City of Carlsbad __ _ _ ___ . . . 98055 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check ~ (/) ,, _ Reviewed by:--+-1-'r--(t-----"--~-Date of. Report; Monday, February 16, 1998 Contact Name Sean Tracy_ Address 881 o Rehco Rd Ste F City, State San Diego CA 92121 Bldg. Dept. No. CB9804-12 Planning No. Job Name ISIS Pharmaceuticals Job Address 1896 Rutherford Ste. or Bldg. No. ____ _ ~ Approved -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 modifica- tions, mast be reviewed by this -Office to insure continued conformance with applicable codes. 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. 0 Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st._---'-'-_ 2nd.~--3rd __ ~ CFD Job# 98055 Other Agency ID File#_~~- 2560 Orion Way •· Carlsbad, California 92008 • (619) 931-2121 1S1S3 . (Newly Added HV AC .Equipm~nt) FOR Pacific Cornerstone Architects SUBJECT: SHEET NO: · Existing Joist Check •.••••••••.•.••••••••••••••••.•.••••• 1 Existing Girder Check ...•......•..•.•. · .•......••••.•.••. 2 Existing G2B Girder Check •••.... · ..••. _.· • . . . • • • . . • • . • . • 3 -7 Existing G4AR Girder Check . • • . . . . . . • . . . . . . . . . . . . • . . . 8 -12 U1Jrf fLACIJ="MeN-r' I.'? STRUCTURAL CALCULATIONS RJl ENGINEERING, INC. Consulting Structural Engineers 11545 W. Bernardo Court, Suite 300 San Di~o. CA 92127 (619) 673-8416 (619) 673-8418 FAX Job No. 98071 By:TWP Check By: CR Date: 4/16/98 R2H Engineering, Inc. JOBNO 9fo1f': PROJECT :!:-.5~,2 _3 DATE 4 JI 1-/~Z: · r 1 BY ::tJd:Q SUBJECT ~ ff\. er:-'o SHEET___,;. __ OF __ • T"'\-....-e. o~ \ ~ °\ -v\t'"...\ ~ e$ t"j Y\. e:-~ "'· "'-e ,So ts,\ ) -."\. e i vAeA ~ \ C bock-f" ~ lo~ c---~ · ~~-) ~ ~ne\ yr-A. 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Cf~7/ DATE -4 / l 4 fciz:: I I SHEET > OF __ ho Yz v ~ 4'.a.s, V ( .~NJ) ~/it,, 9 Y:z...- CJ!J' • c".f = J 6"k" Ao.o LL z,1rz,...¾ '. < -2.-,-,...,,.v-,..,..,:;-( ~ '{/1., -.1_~.,. .. RISA-2D {R} Versj,.ori 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #30-0 San .Diego, CA 92127 -G-2B, ON LINE 3 FROM H TO J Job q~r, Page b Date ___ ____, . . -. ==========------========== ----,-----.-----= ------------------------------- Load Combination is 4 : New D+L + Mod DI' Memb.er End Forces ------------------------------------------------------------------------- Nodes . ========= I-End ========= ========== J-End ========== Nd I J Axial Shear Moment Axial Shear Moment ----------~----(K)--------(K}------(K-ft)-------(K)--------(K)------(K-ft)-- 1 2 3, 4 5 6 7 8 9 10 11 ·. J,.2 13 14 15 16 17 18 1Sl 20 21 22 23 24 25 26 27 28 .29 30 31 32 33 34 35 1-3 3-4 4-6 6-7 7-9 9--10 10-12 12-13 13-15 15-16 16-18 18-19 2-5 5-8· 8-11 11-14 14-17 ·1-2 3-2 · 4--2 4-5 6-5 7.,. 5 7-8 9-8 10-8 10-11 12-11 13-11 13-14 15-14 16-14 16'-17 18-17 19-17 17.41 17.41 51.90 51.90 70.07 70.07 71.31 71.31 55.25 55.25 21.85 21.85 · ..,39 .2B -64.88 -74.62 -67.36 -42.58 -26.10 0.94 27.88 -18.19 0.60 17.32 -6.93 0.56 6.08 4.42 0.57 .-5. 27 16.17 0.52 -16.92 27.68 0.22 -28.69 -"0.38 0.56 -0.30 0.29 -0.27 0 .·29 -0.29 0 .2:8 -0.29 0.24 -0.21 0.01 0.03 o. o·o 0.00 0.00 -0.03 --o.oo 0.00 -0.00· -0.00 0.00 -o·. oo -0.-00 0.00 -0.00 0.00 0.00 o. oo· 0.00 0.00 0.00 0.00 0.00 -0.00 -0.00 1.21 -1.03 0.18 -0.99 0.10 -·1. 05 0.10 -1.02 0.13 -0.82 0.03 -0 .00 · -0.21 --0.21 -0.22 -0.23 0.00 0.00 b.00 0.00 0.00 0.00 0.00 0.00 o .·oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 -17.41 -17.41 -51.90 -51~90 -70.07 -70.07 -71.31 -71.31 -55.25 -55.25 -21 ·. 85 -21.85 38.28 64.88 74.62 67.36 42.58 26.10 -0.94 -27.88 18.19 -0.60 -17.32 6.93 -0 .-56 -6.08 -4.42 -0.57 5.27 -16.17 -0. !.?2 '16.92 -27.68 -0.22 28.69 0.38 -0.56 0.30 -0.29 0.27 -0.29 0.29 -0.28 0.29 -0.24 0.21 -0.01 -0.03 -0.00 -0.00 -0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 -0.00 0.00 -0.00 -0.00 0.00 0.00 -1.21 1.03 -0.18 0.99 -0.10 1.05 -0.10 1.02 -0.13 0.82 -0.03 -0.00 0.21 0.21 0.22 0.23 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RISA-2D {;R) Version 3. 03 R2H Engineering, Inc.- 11545 W. Bernardo Court, #300 San Dieg9, CA 92127 .G-2B, ON LINE 3 FROM H TO J Job :{$Qt( Page 7 Date ___ _ ========================================== ·================================= Load Combination is 4 : New D+L + Mod D 0 Member E~d Forces ------------------------------------------------------------------------- Nodes ========== I-Ehd ==-==·==== ========== J-End ========== No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K--ft}-------(K)--------(K}------:(K-ft}-- 1 1-3 2 3-4. 3 4-6 4 6-7 5 7-9 6 9-10 7 10--12 .8 12-13 9 13-is 10 15-1.6 11 1-6-18 12 18-19 13 2-5 14 5-8 15 8-11 16 11-14 17 .14-17 18 1-2 19 3-2 20 4-2 21 4-5 22 6-5 23 7-5 24 7-8 25 9-8 26 10·-8 27 10-11 28 12-11 29 13-11 30 13-14 31 15-14 32 16-14 33 16-17 34 18--17 35 19-17 17.41 17.41 51.90 51.90 69.83 69.83 70.84 70.84 5'5. 01 55 .. 01 · 21. as 21.85 -38.28 -.64. 87 -74.15 -66.89 -42. 58 -26.10 0.94 27.88 -18.19 0.60 17.32 -6.62 0.56 5.77 4.43 0.56 -5.27 15.86 0.52 -16.61 27.67 0.23 -28.69 -o. 3-8 0.56 -0.30 0.30 -0 .. 28 0.28 -0.28 0 .27. -.o. 28 0.24 -0. 22· 0:01 0.03 -0. 00 -o.oo 0.00 -0.03 -0.00 0.00 -,0. 00. .,,o. 00 0.00 -0.00 -0.00 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 -0.00 1.21 '-1.03 Q.19 -1.Ql 0. l.Q -1.03 0.10 -1.00 0.13 -0.83 0.04, o. oo· -0.21 -0.21 -0.21 -.0. 23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.bO . 0 .-00 0.00 0.00 0. 00· 0.00 0.00 -17.41 -17.41 -51.90 -51.90 -69.83 -69.83 .-70.84 -70.84 -55.01 -55.01 -21.85 --21.85 38.28 64.87 74.15 66.89 42.58 26.10 -0.94 -27.88 18.19 -0.60 -17.32 6.62 -0.56 -5.77 -4.43 -0.56 5.27 -15.86 -0.52 16.61 -27.67 -0.23 28.69 0.38 -0.56 0.30 -0.30 0.28 -0.28 0.28 -0.27 0.28 -0.24 0.22 -0 .. 01 -0.03 -0.00 0.00 -0.00 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 -0.00 0.00 -0.00 -0.00 0.00 0.00 -1.21 1.03 -0.19 1.01 -0.10 1.03 -0.10 1.00 -0.13 0.83 -0.04 0.00 0.21 0.21 0.21 0.23 0.00 0.00 0.00 d.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 -~-.. ~---_., ________ ..., __________ -------------- R 2H Engineering, Inc. 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Bernardo Court, #300 San Diego, CA 92127 G-4AR Job q~or, ·page._14 ( __ _ Date. ___ _ =~============================================-=---------------------------- Load Combination is 3 : New D+L + Mod Do Member End Fqrces ---------------------------·---------------------------------------------- Nodes ==========I-End.~---------========== J-End ========== No I J Axial Shear Moment Axial Shear Moment ---------------{K)~--------{K)------{K~ft)-------(K)------~-{K)------{K-ft)-- 1 1-3 2 3-4 . 3 4-6 4 6-7 5 7-9 6 9-10 7 10-12 8 12-13 9. 1~-15 10 l.5-16 11 16-18 12 18-19 13 2-5 14 5-8 1:S 8-11 16 11-14 17 14-17 18 1-2 19 3-2 20 4-2 21 4-5 22 6-5 23 ·7_ 5 24 7-·9 25 9-8 26 10-8 27 10-11 28 12-11 29 13-11 30 13-14 31 15-14 32 16-14 33 16-17 34 18-17 35 19-17 22.83 22.83 67.98 67.98 91.81 ,91. 81 93.29 93.29 72.60 72.60 28.85 28.85 -50.11 -84 .,96 -97.69 -88.15 -56.25 -34.22 1.32 36.43· -23.86 0.82 22.68 -9.15 0.86 7.85 5.87 0.66 -6.87 20.76 0.75 -2:l,.. 84 36.58 0.27 -37.89 -0.51 0.80 -0 . .38 · 0.44 -0.35 0.51 -0.31 0.35 -0.38 0.37 --0.26 0.01 0.03 0.00 -0.00 0.00 -0.04 -0.00 0.00 -0.00 -0.00 0,,. 00 -0.00 -0.00 0.00 -0.00 0.00 0.00 o. oo· 0.00 0.00 0.00 0.00 0.00 -0.0Q -0.00 1.63 -1.25 0.26 -,.i. 22 0.20 .. -1.16 0.08 -1.32 0.21 -1.02 0.03 -0.00 -0 .. 27 -0.28 -0.28 -0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -22.83 -22.83 -67.98 -67.98 -91.81 -91.81 -93.29 -93.29 -72.60 -72.60 -28.85 -28.85 50·.11 84.96 97.69 88.15 S6.25 34.22 -1.32 -36.43 23.86 -0.82 -22.68 9.15 -0.86 -7.85 -5.87 -0.96 6.87 -20.76 -0.75 21.84 -36.58 -0.27 37.89 0.51 -0.47 0.38 -0.15 0.35 0.16 0.31 -0.35 0.38 -0.11 0.26 -0.01 -0:03 -0.00 0.00 -0.00 0. 04' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 0.00 -0.00 -0.00 0.00 -0 .· 00 -0.00 0.00 0.00 -1.63 1.25, -0.26 1.22 -0.20 1.16 -0.08 1.32 -0.21 1.02 -0.03 -0.00 0.27 0.28 0.28 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ... RISA-2D (R) Version 3.03 R2H Engineering, Inc. 11545 w. Bernardo Court, #300 San Diego, CA 92127 G-4AR Job 9eotl- Page ,~ Date ___ _ ===================--============== -======· =·=============================== Load Combination is 3 : New D+.L + Mod DI Member End Forces --------------------------------------------------------------------- Nodes ========== I-End ========. = ========== J-·End ========== No I J Axial Shear Moment Axial Shear Moment --~------------~(K)------~-(K)------(K-ft}---~---(K)--------(K)------(K-ft)-- 1 1~ 3 . 2 3-4 3 4-6 4 6-7 5 7-9 6 9-10 7 10-12 8 12-13 9 13-15 10 15.,.. 16 11 16-· 18 12 18-19 13 2-5 14 5--8 15 8-11 16 11-14 17 14-17 18 1-2 19 3-2 20 4..:· 2 21 4-5 22 6-5 23 7-5 24 7-8 25 9-8 26 10-8 27 10-11 28 12-1.1 29 13-11 30 13-14 31 15-14 32 16-14 33 16-17 34 18-17 35 19--17 22.83 22.83 67.98 67.98 92.05 92.05 93.77 93.77 72.84 72.84 28.85 28.85 -50.11 -84.97 -98.16 -88.62 -56.25 -34.22 1.32 36.43 -23.86 0.82 22.68 -9.46 0. 8·6 8.16 5.86 0.67 '...5. 88 ·21. 07 0.75 -22.15 36.59 0.27 -37.89 ·-o.51. 0.80 -0.38 0.44 -·O .·35 0.51 -0.32 0.36 ·-o .38 0.37 -0.26 0.01 0.03 0.00 0.00 0.00 -0.Q4 -o.oo 0.00 .,.o. 00 -o.oo 0.00 -0.00 --(). 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 1.63 -1.25 0.26 -1.21 ·0,.20 -"1.17 0.09 -1.33 0.21 -1.01 0.03 -0.00 -0.27 -·0 .28 -0.28 ·-0.30 0.00 0.00 0.00 0,.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00, 0.00 0.00 -22.83 -22.83 -67.98 -67.98 '-92.05 · -92.05 -93.77 ·-93. 77 -72.84 -72.84 -28.85 -28.85 50.11 84.97 98.16 88.62 56.25 34.22 -1.32 -36.43 23.86 -0.82 -22.68 9.46 -0.86 -8.16 -5.86 -0.67 6.88 -21.07 -0.75 22.15 -36.59 -0.27 ·37.89 0.51 -0.47 0.38 -0.15 0-.35 0 .16. 0.32 -0.36 0.38 -0.11 0.26 -0.01 -0.03 -0.00 -0.00 -0.00 0.04· 0.00 ·o. oo 0.00 0.00 0.00 0.00 0.00 0.00 0. o.o -0.00 0.00 -0.00 -0.00 0.00 -0.00 -0.00 0.00 0.00 -1.63 1.25 -0.26 1.21 -0.20 1.17 -0.09 1.33 -0.21 1.01 -0.03 0.00 0.27 0.28 0.28 0.30 -O;OO 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ·O. 00 0.00 0.00 0.00 .0. 00 d.00 0.00 0.00 0.00 0.00 .,.. ... _________ ,.: .·.: f . :· .:; '•: . . ',. •• • j : '! ••• ~ ,~·., •• i ... -; ,, • • ! • • • • t~i..~~~..:_;..+::-:--:-:-""'.:-t,_--::~~~T-:-: ... · ·. ·'. .· : .. '• .. ,. . : ·,. T/f _ . ··.\\!: . : " '.•; :r· ·::''i -:·:,\ . ... , ... ' ~ . ; -·· .. :._. . : .: . "i' ' :. '.; :' .,.:.. . . . .. . . .. ' ...• i · .. '!, . ,.,, .·i ; . '· ,· : ... : ., . ···, ·, • ··: • '. ~ l • • .. '•.: J,) .•,., '· ;• ,. ,, . . _;;. : ' ··, ' .. ~. : ·' ·· .. . ·.· ... .. :·-i:·-·. -~--. . . . . -.~ ... '\.' ... . ·, ... . i ...... ·, .. ·;,, '! l• • ••': .. . "; :·-·· ··, . •'"1 , I '.·:: -: :· ........ ·.:-.'\ ' : . ; ''. ·=·' . . .. •., ',•,.._•'I ,· ••• l •••• . ·. ··,·.\.::. ~::.·_::· . . ·., ... . := 1" :• .. ·., .. ... :::. ; ··; ~- -~ ·}:~-•• .... .• • '(·. ' •! ... :.).; .. ····0:I· ··-. .... ,.. ·. : : .• :·:-:: . { . .. . ... ; . -~ ; , .. ··~·. : ..,. :;: . . ... , . ·-:··,, ..... . . -.. ·.: .. · r::,r .!L{:}\:J:c,, ·.-: .. ·.,, ~:,·: . •. ,;:. (·· .. ,' : . -~- 13 ··: ERTIFlCATE OF COMPLIANCE Part 1 ot 2 ENV-1 PROJECT NAME DAT:,:,.-·-78. BUILDING TYPE NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW CONSTRUCTION METHOD OF ENVELOPE *' D COMPONENT COMPLIANCE D ADDITION~ ALTERATION D OVERALL ENVELOPE D UNCONDITIONED (Ale Affidavit) D PERFORMANCE This Certificate of ·compliance lists the building _features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building envelope requirements. The Principal Envelope Designer hereby certifies that the propos09 building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with ·any other ~ ~ calculations submitted with this permit application. The proposed building has been designed to meet the envelope ~ requirements contained in sections 11 o, 116 through 118, and 143 or 149 of Title 24, Part 6, Chapter 1. f~) Plmlsa check .one: ~ I hereby affirm that I am eligible under the provisions 9f Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer or architect. D I affirm that I am eligible under th& e~emption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to·sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents forwork that I have contracted to perform. O I affirm that I am eligible under the eiemption to Division 3 ·of the Business and Professions Code by Section __ _ of the ______________ Code to sign this document as the person responsible for its preparation; and for the following reason: _______________________ _ ~.ND Rev1s1on~ n1ade ·+o · E11vele>pe_ Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential ( :iual published by the Calif omia Energy Commission. . 1:l'JV-1: Required on plans for all submittals. ·Part 2 may be incorporated In schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly < -value to be calculated. . . ,., " ./ CERTIFICATE OF COMPLIANCE Part 1 ot a MECH-1 PROJECT.NAME BUILDING TYPE NONRESIDENTIAL D HIGH RISE RE~IDENTIAL D HOTEL.JMOTEL GUEST ROOM PHASE OF CONSTRUCTION D NEW cot.JsTRUCTION D ADDITION ALTERATION METHOD OF MECHANICAL Jg]. PRESCRIPTIVE COMPLIANCE D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE ~ PREVIOUS ENVELOPE PERMIT . D ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE . This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate ,applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical r~rem~t~. ~.~ntainec= in sections 11 o. through 115, 120 through. 124, 110 thro~gh 142, 144 and 145. . PJ~se;:c_heck one: . • •• ~R • • ~ I hereby affirm that I am eligible under the provisions of Division 3 of the. Business and Professions Code to sign this document as the pe!son responsible for its preparation; and that I am a civil engineer, mechanical engineer, or architect. D D J affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537 .2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have ,contracted to perform. I affirm that I am eligible under the exemption to Division 3 of the Business and Professlons Code by Section __ _ of the ___________ _..;.. ___ Code to sign this document as the person responsible for its preparation; and for the following reason:-------------------------· LIC. NO. c; DATE c; _ m'1 J-1 tc(/ .'. --, -Cf~ MECHANICAL MANDATORY MEASURES Indicate location on plans of Note BJock for Mandatory Measures l._ ... /_'1_,__-__ ..... / ______________ ____. INSTRUCTIONS TO APPLICANT · . For detailed instructions on .the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential L, · 1anual published by the California Energy Commission. . AECH-1: Required on plans for all submittals. Parts 2 & ~maybe incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3 and MECH-4: Required for ail submittals. Nonresidential Comp/~ Form December 1991 I . I . t· 1 f I CERTIFICATE OF COMPLIANCE . Part2ota MECH-1 PROJECT NAME DATE d-°t MECHANICAL SYSTEMS I SYSTEM NAME TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN. CONTROL VAVMINIMUM POSITlONCONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? - ECONOMIZER TYPE OUTDOOR AIR CFM HEATING EQUIP. TYPE i HIGH EFFIC.? I I MAKE AND MODEL NUMBER 'COOLING EQUIP. TYPE I HIGH EFFIC.? ,y I I MAKE AND MODEL NUMBER /' I CODE TABLES: Enter code from table below Into columns above. I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes ELECTRIC HEAT? 0: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch VAY MINIMUM POSITION CONTROL? M: Manual Timer B: Both V:VFD. Y:Yes 0: Other SIMULTANEOUS HEAT/COOL? N:N~ VENTILATION OUTDOOR DAMPER ECONOMIZER O.A. CFM HEAT ANO COOL SUPPLY RESET? B: Air Balance A: Auto A: Air Enter outdoor Air C: outside Air Cert. G: Gravity W: Water CFM. HIGH EFFICIENCY? M: out. Air Measure N: Not Required No'8: This shall be no D: Demand Control less than Column G on N: Natural MECH-4. \.. -·. :c;J;,1\·-:\~\;~]\f j~,;i ~:_--:::: x.·.-·•: ·· ... ·.··.· .. ,··.·.··. ', .. =.·:.·,: . .:' .·., ..... , ',.. ·.·:· ··.· .. ·' ...... •' ,. •, .. . ..... . ... •,,,•,, ..... -..... , ,• ·:,,• . •,•;• < NonresidBntlal Compliance Form December 1991 ., ,. I' 1 I . ' ' 'ti · 11 CERTIFICATE OF COMPLIANCE Partaota MECH- PROJECT, NAME ..... ~ .. INSULATION SYSTEM~E DUCT TYPE (SUpply Return, etc.) IIH--3 ~l¥- ,. .. .. ~ DUCT LOCATION (Roof, Plenum, etc.) l~{P.Jc./1'1 I DUCT TAPE AUOWED? y N ~D DO OD DD DO ·-oo DD DO OD DD DD DD DO DD DUCT lNSULA TION R-VALUE z_:, I . PIPE INSULATION ;;::•:~. SYSTEM NAME : 1 .. --------------------- INSULATION REQUIRED? D DO ·DD OD o·D DO OD OD DO NOTES TO FIELD-For Building Department Use Only '' . \// .:.-:/}:\· :\· ... : ... ·-: :,,. . -.: .. _:· .. ==~~-:·,:;·:~:-· . ..:::·,:_: ·. .. ·.-.·.·:.=.· .. :· :.::.: .. -.··::· :-:::,:-... ; '\f • JI . II '. '{: ,11 . . I ff-- ' ., ? PROJECT NAME. _.-'J-Si$. c.e. v--H e. a ( SYSTEM NAME -3 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. FLOOR AREA .ssosqe ··. SIZING and EQUIPMENT SELECTION ". •A,,::;, 1. DESIGN CONDITIONS: • OUTDOOR, ORY BULB TEMPERATURE . • OUTDOQR, WET BULB TEMPERATURE . -INDOOR, ORY BULB TEMPERATURE iSIZINO: • VENTILATION 1,.0AO ,, • ENVELOPE LOAD · -LIGHTING -PEOPLE • MISC. EQUIPMENT -OTHER ·OTHER . I / 700. I TOTAL CFM (From MECH-4) z_ /,/,,//., '. WATTS/SF #·OF l;'EOPLE (From MECH-4) WATTS/SF 1-----1·· !60 llf 15 Mr~ (Describe) COOLING I H;6° I q, . 6B 7t. I 72. I 4-r,s tJ, A. 3~o ,,s - ' .. ', ; --r-(Describe) TOTALS 3. SELECTION: 1 s s: 31 '-----f-----• r A. SAFETYM'ARMUP FACTOR B. MAXIMUM ADJUSTED LOAD (Totals from above X SafetyM'armup Factor) C. INSTALLED EQUIPMENT CAPACITY ~-,, IF LINE 3-C IS GREATER THAN LINE 3-B, EXPLAIN KBtu / Hr KBtu /Hr FAN POWER CONSUMPTION :~,, :<t: FAN DESCRIPTION AI .. A. DESIGN BRA!(E HP r . NOTE: Include only fan systems exceeding 25 HP (see §144). @] EFFICIENCY MOTOR DRIVE Total Fan System Power Demand may not exceed 0,8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. 1 ' Nonre*1entlal Comp/ianC(I Form NUMBER PEAK WATTS CFM OF FANS Bx Ex 746 / (C x 0) (Supply Fans) TOTALS TOTAL FAN SYSTEM POWER DEMAND WATTS/CFM Col. F/Col. G MECHANICAL EQUIPMENT SUMMARY MEC - SYSTEM MAKE AND NAME MODEL NO • Ct.J--3 ..,.. ,I/Jt/'J (ii M....-/N t:)~0 ' '· ,-'- ·' HEATING EQUIPMENT SYSTEM MAKE AND NAME MODEL NO. ex-,s,,,JG " ,. ' ,. . . ' , J...J .. , µ .. : Nonresid8ntial ComplianC6 Form DESIGN OUTPUT· (BTU/ HR) DESIGNCFM UNITS ~~J3PO .1·70(.) ,;,eell -~ DESIGN OUTPUT (!3TU / HR) UNITS ~-. RATED EFFICIENCY ALLOWED PROPOSED 'l~S 13,0 •' - -C/8 ECONOMIZER IYINI DlXl DO DO DD DD DD DD DD DD DD DD DD DD OD DD '\fr"•t .. ·.r. ~ RATED EFFICIENCY ALLOWED PROPOSED - . .. December 1991 .. •.:• J,;r ._· il ·;~ ·} . '· .. I,,. i ,' .. l ·:f.: l :-· l': I.' ·. ·:·:i ,:• ,', , ... i •' ,•'• · .. Il .-/: :~ .:_ ~ /j -~ .. ,1: MECHANICAL VENTILATION MECH- DATE Q. ~-I - I NOTE; Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION 00 [ID @] IQ] !ID [El [ID .[HJ [D QJ [R] AREA BASIS OCCUPANCY BASll? REQ'D. VAV MINIMUM CFM COND. CFM MIN. NO. MIN. O.A. DESIGN LARGEST DESIGN lRANS- SPACE AREA CFM OF CFM (MAX.OF SUPPLY MIN. MIN. FER NO. (SF) PER SF CBXC) PEOPLE CE X 15) DORF) CFM CFM CFM AIR /IJI ~ «;· 550 ./5 Pl3 2. 30 S,3 1700 --- - .. - • . TOTALS (FOR MECH-2) I 2--I I e,3, II l?OO I /00% t>UT5//J€ /1-1,(_ r . ' , -V•nllalion Raia per Sacllon 2-5321, T-2-53F. Based on Expected Number of Occupants or at lea:lt 50% of Chapter 33 UBC Occupant Density. · Must be greater than or equal to G, or use Transfer Alr. "\'.·~" If zone reheat or reoool ls used, I must be less than or equal to H X 0.3, or less than or equal to B X 0.4, or less than or equal to 300 CFM, . 'I whichever is larger. ~ Must be less than or equal to I (If applicable), ·but no less than G, unle·ss Transfer Alr (K) ls used. Must-be greater than or equal to (G • H), and, for VAV, greater than or equal lo (G -J). \... . \ Nonresidential Complianai Form December 1991 ·~. ' >-·j .,_ ,! ?: ·- ,• :·:-: ., \ ISIS PHARMACEUTICALS December $0, 1996 Pacnca. M. Lcnfenlwn ·vtc;e ~ldent Human Resources Oavid Yao Colleen Balch Esgil Corporation 9320 Chesapeake Drive, Suite 208 S.an Diego, CA 92123 Subject: Isis Pharmaceuticals Plan Check #CB 96 23171 1896 Rutherford Road City of Carlsbad -Fire Department 2560 Orion Way Carlsbad, CA 92008 In response to Esgils Plan Check comment Number 31, Isis Pharmaceuticals, Inc. is aware of all the requirements of the Technical Report prepared by Eriksen-Rattan Associates, Inc., dated October 05, 1996 and out operation will comply with the requirements in the Report. In response to the City of Carlsbad, Fire Department Plan Check comments, the following sh<>uld apply. !$is will have a minimal amount of warehouse storage. Isis will not store any plastics higher than six feet in height and the following list of items will not be stored any higher than twelve feet high. • Accounting Record in boxes • Used Lab Equipment • Compute,:, Etc. • Air Filters for liVAC Systems (900 Tons) • Cust~lal Supplies • Safety Equipment -Fire Extinguishers, First Aid Supplies • Office Supplies Please phone Steve Harrison (753-2824) with any questions or comments. Sincerely, Pat Lowenstam cc Ron Gordon/Isis Steve Harrison/THC Sean Tracy /PCA Carlsbad Rcscarch Center 2292 Faraday Aftlluc Carlsbad. CA 92008 619 •603 • 2303 lntcnic:t: p~•1s1sph.com 619•931 •9200