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Home My WebLink About1900 ASTON AVE; ; CB970014; Permitrl I. s BUILDING PERMIT Permit No: CB970014 04/01/97 12:15 Project No: A9700037 Page 1 of 1 Development No: Job Address: 1900 ASTON AV Suite: 3749 04/01/97 0001 01 02 Permit Type: INDUSTRIAL BUILDING Parcel No: 212-120-24-00 Lot#: 59 Valuation: 1,070,448 Construction Type: VN Occupancy Group: Reference#: Status: ISSUED Description: 44,602 SF SHELL TILT-UP Applied: 01/06/97 Apr/Issue: 04/01/97 C-PRMT 55&.# Entered By: RMA Appl/Ownr : TURPIT 8, PARTNERS 619 535-0606 6305 LUSK BLVD, STE 200 SAN DIEGO CA 92121 xxx Fees Required *** ___-____-___________________ 6op 816 9p Fees : Adjustments: Total Fees: 60,8 Fee description A Building Permit Plan Check Strong Motion Fee Enter "Y" to Autoca Enter Traffic Impac Pass-Thru Fees(Y/N) Enter Park Fee(2one * BUILDING TOTAL Enter #Units & Code Enter "Y" for Plumbin4 Each Building Sewer Each Roof Drain Each InstalVRepair Water x PLUMBING TOTAL Enter "Y" for Electric Issue 7 * ELECTRICAL TOTAL Three Phase 480 Per AMP ' Enter 'Y' for Mechanical Issue Fee) I ! :redits *** .00 5,150.00 55,666.00 Ext fee Data 3682.00 2393.00 225.00 19482.00 Y 4906.00 Y 17841.00 05 48529.00 10200.00 D1.5 20.00 Y 15.00 35.00 7. 00 77.00 10.00 Y 2000.00 2010.00 N I CLEAWE I . PERMIT APPLICATlON City of Carlsbad Building Deprtmnt 2075 Las Palms Dr., Carlsbad, CA 92009 (6191 433-1161 E Fmm list 1 (see back) give code of Permit-Type: For Residential Pmiects Only: From list 2 (see back) give ......................................................... - Code of Smcture-Type: I Net WGain of Dwelling Units I 2. PROlFKXINFoRMAIlON FOR OFFICE USE ONLY urlding or Suite No. Address I400 A5rph\ #C Unit No. Phase NO. Nearest Cross Street d,L Gr. Lot No. Subdivlsian NamdNumbeer CITY . W STATE /,A _. ZIP CODE mw DAY TELEPHONE 444 '748 I CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. # LICENSE CLASS CITY BUSINESS LlC. # CITY STATE ZIP CODE STATE LIC. #LIZ% B76 dR Workers' Cornpensallon Ueclaratlon: 1 hereby attirm that 1 have a certltlcate ot consent to selt-msure ,sued by the Dlrector Ot lndustnal Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C). INSURANCE COMPANY POLICY NO. EXF'IRATION DATE Ceruticate ot Exemption: I certity that In the pertormance Ot the work lor which this permit IS )sued, 1 Shall not employ any person m any manner so as to kome subject to the Workers' Compensation Laws of California. SIGNATURE DATE uwner-nulmer Ueclarauon: I hereby attirm that I am exempt trom the cantractors hcense ~aw for the touowrng reason: MllON 0 I, as owner of the pmpeny or my employrrs with wages as lhrir Y~P cornpencarion, will do the work and the structure is not intended or olfmrd for sale (k. 7044, Burinn< and Profexions Cndr: The Conrracror's ljcmse Law does not apply to an owner of propcny who builds ut improves thereon. and who dus such work himself or through his own cmploycn, providrd ihal such improvements are not intended or offered for sale If. however. the buildinn ur imDrwrment is sold within one war of comnlvtiun. the uwner.buildcr will have the burden of proving that he did not build or improvefor th'e pu'pose of sale.). I, as owner of the property, am exclusively contracting with licensed contractors to consmct the project (sff. 7044, Business and Pmfessions 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 eontractar(s) licensed pursuant to the Contractor's License Law). I am exempt under Section (Sec. 7031.5 Business and Professions Code: Any Ciry or County which requires a permit to consouct, alter, improve, demolish, or repair any structure, prior to its issuance, also quires the applicant far such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or rhat 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 mare than five hundred dollars [$500]). 0 0 Business and Professions Cade for this reason: SIGNATURE DATE ~ Is the applicant or future building occupant required to submit a businecs 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? Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facilitv to be constructed within 1,000 feet of the outer boundam of a schwl site? 0 YES 0 NO 0 YES 0 NO LENUEH'S NAME ILNDI<ICS AI1I)RI:SS N I crnily rhat I have read Ihc? applicarion and mle lh.4 lhe alwvc inlOrmdliUn IS corr~r. I agrve tu cumply Wlih all city ordlndnca and State ldws relating to building construction 1 hereby authorize reprsmralivn 01 he City of Caarlslwd to enter upon the abve meniiuncd propeny for inspection purpows. I AIS) AGIIFX'In SAVE INUFMNWY AND ILWMlESS IllE On OF CARISBAD ACAINST AIL IJABlIl'll~S, JUIXMPNX tXhlS AND bWKNSkS WIII(11 MAY IN ANY WAY ACCRUE WAINST SAlD On IN 03NSIQUPNCE OF TIIE CRANING OF IllLS PFRMW. (KIIA: An OSIIA prrmir is required for Pxcavarinns owr 5'0" dwp and drmoliiion or ConStruction of struclurt-s over 3 rrories in hrighr Expiration. Every permit issucd by I building or work aurhoemd by such such permit is ruspmdrd or abandon this Code shall cxpirc by limitation and become null and mm the daw 01 such prmit or if (he huilding 0: WF' rd for a period of 180 day (Section 303(d) I#-' mwrmrs SIGNATURE .-- -.- ~. . .. I PE;MIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1 161 FOR OFFICE USE ONLY PLAN CHECK NO. 0 'y EST. VAL. Plan Ck. Deposit Validated By 4. number I contractors Iicensa numbed: 6. 01 wwkl: PROPERTY OWNER SIGNATURE DATE I plan to provide portions of the work. but t have hired the following perron to coordinata. SupNVhe and pmvldo tha mapr war(; IincIude rum. I mdd~u I phone i will provide some of the work. bm I have contracted lhiradl the foilowing pMnrU to Provide tha work indiutod (include nome I mddru I phan numbr I m ~-o~~ . . , .. . . . #Mwmmwmw b !hi s:;lic:nt or future tui:dinp 0isup.m r&.J 10 .&&nit a knii Man, .wW hoar mnwimb qmmUm tm a hsk nunmgmxnl and -ion -m wd.r Wiw 25606.26633 OT 26634 of tho R..l.rTamr Heza~doo. SuM.nu *cmvn Act? 0 YES 0 NO h tln woum or MY^ bui~dinp 0~~p.m m&ed to oWin a wni~ tmm th. air pdlutim wntd .mrict or lir arllty m.rug.m.m di.wim? 0 YES 0 NO bthaf~d~t~b.~edw~nl,WO1.nofM.Mrbound.yd~~chooi~k~7 0 YES 0 NO IF bNY OF THE ANSWER8 ARE YES. A FINAL CERTIRCITE Of OCCUPANCY MAY NOT BE ISSUED UNLESS M'APPUcuIT IUS MET OR IS HMNQ THE ON #-e *- .* I hareby affirm that there is a cOMrUctiOn lending awncy for the perlormanee 01 the work for WM this Pnmk ia iarnd 1S.s. 3097111 Civil cod.). LENDER'S NAME LENDER'S ADDRESS .".~ *.:. . - . "i"'"" .&. %C. I unify th.1 I have mad tha mppliution mnd eta. that tha .bow informnion Is -act md that tln Infwmation on tha plans is mmurne. I a- to comply with a11 Citv druncu and Stne laws ralning to building construnion. I hamby authorize raprnamativu of On Wn, of Carwad to enter upon tha above mentioned pmprm tor insPCtion PUI~OSM. I AIS0 AOREE TO SAVE. INDEMNIFY' AN0 KEEP HARMLESS THE CITY OF CAULSW AQAINST W u~0kInES. JUDQMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AQAWST SAID ClTy IN CONSEWENCE OF THE OMNQ OF THIS PERMIT, OSW An OSHA prmit is required fa .xuvatirm 0-1 5'0' dnp and demdirim or Emrmswn ' Of - owr 3 norm in k.ipht. EXPIRATION EW permit bU.d by th. Bullding Mfici.1 uld.r tha pmVih Of this cod. hll bv IImlUtim and home null and v&d If tha building or wuk aUth0ril.d bv such mrmit ia ml c0mmuy.d within 386 dam from tha data of wh p.rmk w If the Mdhg OT wmk aumor)ud by such pnit is swp.nd.d AWLCANT'S SIGNATURE w abmM n my time lSKtion108.4.4 UWmm BW c0d.l. DATE 3/3//9 7 Applicant F'INK Finam - - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD WATER PLAN CHECK#: CB970014 PERMIT#: CB970014 PROJECT NAME: 44,602 SF SHELL TILT-UP DATE: 09/26/97 PERMIT TYPE: INDUST .- I. FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD aTER PLAN CHECK#: CB970014 PERMIT#: CB970014 PROJECT NAME: 44,602 SF SHELL TILT-UP DATE: 09/26/97 PERMIT TYPE: INDUST INSPECTED DATE BY : INSPECTED: /@-a79 APPROVED DISAPPROVED - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD WATER PLAN CHECK#: CB970014 PERMIT#: CB970014 PROJECT NAME: 44,602 SF SHELL TILT-UP DATE: 09/26/97 PERMIT TYPE: INDUST FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANWING CMWD WATER PLAN CHECK#: CB970014 PERMIT#: CB970014 PROJECT NAME: 44,602 SF SHELL TILT-UP DATE: 09/26/97 PERMIT TYPE: INDUST FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING -E PLANNING CMWD PLAN CHECK#: CB970014 PROJECT NAME: 44,602 SF SHELL TILT-UP PERMIT#: CB970014 /' ADDRESS: 1900 ASTON AV CONTACT PERSON/PHONE# : C/JACK/603 -8388 SEWER DIST: WATER DIST: OR WATER DATE: 09/26/97 PERMIT TYPE: INDUST COMMENTS : CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB970014 FOR 10/09/97 DESCRIPTION: 44,602 SF SHELL TILT-UP TYPE: INDUST JOB ADDRESS: 1900 ASTON AV APPLICANT: TURPIT & PARTNERS CONTRACTOR: OWNER: REMARKS: C/JACK/603-8388 AM PLEASE SPECIAL INSTRUCT: INSPECTOR AREA PD PLANCKX CB970014 OCC GRP CONSTR. TYPE VN STE : LOT: 59 PHONE: 619 535-0606 TOTAL TIME: - --RELATED PERMITS-- PERMIT# TYPE RW970009 = SE970017 SWOW AS970031 ASC FS970014 FIXSYS WM970018 WMETER STATUS ISSUED ISSUED ISSUED ISSUED ISSUED CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE DESCRIPTION 100297 092397 091097 081397 081397 072897 072397 072397 072397 071897 071097 070897 070397 070297 062597 061897 061797 061297 061197 060697 060597 060497 Final Combo Const. Service/Agricultural Rough/Topout Roof/Reroof Service Change/Upgrade Grout Ftg/Foundation/Piers Underground/Conduit-Wiring Footing Underground/Conduit-Wiring Exterior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Roo€/Reroo f Grout Roo€/Reroof Roo €/Reroof Roo€/Reroo€ sewer/Water service Ftg/Foundation/Piers Underground/Under Floor ACT INSP COMMENTS CA PD AP PD HOUSE METER RELEASE AP PD ROOF DRAINS NR PD AP PD AP PD AP PD NR PD AP PD AP PD AP PD AP PD PA PD PA PD AP TP AP PD PA PD CA PD CA PD AP PD AP PD PA PD SEP APPR. CONDUIT IN PARKING LOT SOFFITT AT METER ROOM MEZZ FLR SOFFITtiELEC RM COMPLETE CTE RPT ATTCH POUR STRIP BY JACK BY JACK 10/ 15/97 INSPECTION HISTORY LISTING FOR PEWIT# CB970014 DATE 10/ 10/97 10/ 09/9 7 10/09/97 10/02/97 10/02/97 09/23/97 09/10/97 09/10/97 08/13/97 08/13/97 08/ 13/9 7 08/13/97 07/28/97 07/28/97 07/28/97 07/23/97 07/23/97 07/23/97 07/23/97 07/23/97 07/2 3/97 07/18/97 07/ l8/9 7 07/10/97 07/ 10/9 7 07/06/97 07/08/97 07/03/97 07/03/97 07/03/97 07/02/97 07/02/97 06/2 5/ 9 7 06/2 5/9 7 06/18/97 06/18/97 06/17/97 0 6/ 17/97 06/12/97 06/12/97 06/11/97 06/ 11/9 7 06/06/9 7 0 6/06/97 0 6/ 05/97 06/ 05/97 06/ 04/9 7 06/04/97 06/04/97 0 6/ 04/9 7 06/03/97 0 6/ 0 3/97 05/ 2 0/97 INSPECTION TYPE Final Combo Final Combo Final Combo Final Combo Final Combo Const. Service/Agricult Roo f/Reroo € Rough/Topout Roof/Reroo€ Roof/Reroof Service Change/Upgrade Final Electrical Ftg/Foundation/Piers Walls Grout Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Conduit-Wir Underground/Conduit-Wir Footing Footing Underground/Conduit-Wir Underground/Conduit-Wir Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Frame/Steel/Bolting/Wel Exterior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Wel Rough Combo Roo€/Reroof Roo€/Reroo € Grout Grout Roo€/Reroo f Roo €/Reroof Roo€/Reroo f Roo f/Reroo f Roo €/Reroo f Roo€/Reroo € Sewerpater Service Sewer/Water Service Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Under Floor Underground/Under Floor Underground/Conduit-Wir Underground/Conduit-Wir Underground/Under Floor Underground/Under Floor Ftg/Foundation/Piers HIT <RETURN> TO CONTINUE... INSP PD PD RI PD RI PD RI PD RI PD PD RI RI RI PD RI PD RI PD RI PD RI PD RI PD RI PD PD RI RI PD RI RI TP RI PD RI PD RI PD RI PD RI PD RI PD RI PD RI PD RI PD RI ACT COMMENTS AP NS / RI CA RI AP RI AP RI NR AP RI RI RI AP RI AP RI NR RI AP RI AP RI AP RI AP PA RI RI PA RI RI AP RI AP RI PA RI CA RI CA RI AP RI AP RI PA RI PA RI AP RI C/JACK/603-8388 AM PLEASE C/JACK/603-8388 HOUSE METER RELEASE C/JACK/603-8388 AM PLEASE ROOF DRAINS C/JACK/603-8388 AM PLEASE SEP APPR. C/JACK/603-8388 AM PLEASE C/ JACK/ 6 03 -8 3 88 C/JACK/603-8388 AM PLEASE C/JACK/603-8388 C/JACK/603-8388 C/JACK/603-8388 C/JACK/603-8388 AM PLEASE CONDUIT IN PARKING LOT B/JACK/603-8388 SOFFITT R/JACK/603-8388 A.M. PLEASE AT METER ROOM MEZZ FLR B/ JACK/ 60 3 -8 3 88 B/ JACK/6 03 -8 3 88 SOFFIT&ELEC RM R/JACK/603-8388 B/ JACK/ 6 0 3 -8 3 88 COMPLETE CTE RPT ATTCH ~ ~ ~~~~ ~~ R/JACK/603-8388 POUR STRIP R/JACK/603-8388 PM PLEASE R/JACK/603-8388 EARLY AM PLSE BY JACK R/JACK/603-8388 PM PLEASE BY JACK - - - .. R/JACK/603-8388 A.M. PLEASE R/JACK/603-8388 A.M. PLEASE BJN/JACK/603-8388 BJN/JACK/ 603 -8 3 8 8 R/JACK/603-8388 AM PLEASE 4” FROM FUTURE BOILER TO BLDG R/JACK/603-8388 AM PLEASE 10/15/97 INSPECTION HISTORY LISTING FOR PERMIT# CB970014 DATE 05/ 2 0/97 05/ 19/97 05/ 19/97 05/ 16/97 05/16/97 05/ 15/9 7 0 5/ 15/9 7 05/13/97 05/13/97 05/13/97 05/13/97 05/12/97 05/12/97 05/12/97 05/ 09/97 05/ 09/97 05/ 08/97 05/ 08/97 04/14/97 04/14/97 04/10/97 04/10/97 04/10/97 04/10/97 04/09/97 04/09/97 04/08/97 04/08/97 04/08/97 04/08/97 04/02/97 04/02/97 04/02/97 04/ 02/ 9 7 INSPECTION TYPE Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Shear Panels/HD's Shear Panels/HD's Ftg/Foundation/Piers Ftg/Foundation/Piers Shear Panels/HD's Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Steel/Bond Beam Steel/Bond Beam Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Gas/Test/Repairs Gas/Test/Repairs Underground/Under Floor Underground/Under Floor Underaround/Conduit-Wir INSP TP RI PK RI PD RI PD RI PD RI PD RI PD RI RI PD RI PD RI PD RI PD RI PD RI PD RI PD RI PD RI PD RI Undergroundjconduit-Wir PD ACT AP RI NR RI AP RI AP RI AP RI AP RI CA RI RI CA RI AP RI AP RI AP RI AP RI PA RI NR RI AP RI AP RI AP COMMENTS G.B.,CLMNS(S)S.I. FOR CORR R/JACK/603-8388 AM PLEASE COLUMNS/TO RECALL RS/JACK/603-8388 PM PLEASE CONTNUS FTG/GRADE BEAM RS/JACK/603-8388 PM PLEASE COLUMN FTGS BJN/JACK/603-8388 BJN/ JACK/ 603 -8 3 8 8 BJN/ JACK/ 603 -8 3 8 8 BY JACK BJN/JACK/603-8388 RS/ JACK/ 603 -8 3 8 8 PM PLEASE BY JACK RS/ JACK/ 603 -8 3 8 8 PANELS RS/JACK/603-8388 PM PLEASE SLAB RS/JEFF/603-8388 RS/JEFF/603-8388 RS/JACK/ A.M. INSPECTION GRADE BEAMS,PIERS RS/JACK/603-8388 PM PLEASE RS/JACK/603-8388 PM PLEASE 2"LINE OUTSIDE BLDG RS/JACK/603-8388 A.M. PLEASE 4" SEWER RS/JACK/603-8388 A.M. PLEASE 6-2 1/2" CONDUIT HIT <RETURN> TO CONTINUE... I._ ... I -% , "fi, '; j r, CONSTRUCTION T ESTINC, iPr E NGINEERING. TNC. .. *. Rfi&? CONSTRUCTION T ESTING & E NGINEERING, INC. -I.,"._^_ ESCONDIDO MOUES10 CORONA OXNARD RENO SEAlTLE I.AS VEGAS INSPECTlON REPORT PACrF OF- ~~~ ~GI~~EFXING. INC CTEJOB# Ib-. ...... - REPORT # ( ) STRUCWRAL STEEL ( ) BOIkS .. .--.... .-^,.. .- CONSTRUCTION T ESTING & INC. ESCONDIDO MODEST0 CORONA OXNARD RENO * 1. L:. .['I LE [.AS VEGAS INSPECTION REPORT PACif,. ~ . OF- mJOB ct b.: .. i REPORT # . - . . .. . cc-I PROJECTNAMI ~z-.k(-- -Lrt+ - ADDRESS: ',:. .. . - hbd~\ &<.&LX~<.Li . c mterial Sam- ( )CONCRF'lk. ( )MORTAR ( )GROUT ( )FIREPROOFING ( )MASONRY BLOCh I i KEBAR ( ) STRUCTI'KAI. STEEL ( ) BOLTS 7- *L NAME:(PRINI) 4 L -~ . - CERTIFICATIDN NO.: 44 3 773 GEOTECHNICAL 8 CONSTRUCTION ENGINEERING TESTING %r INSPECTION Material SamD . limg ( )CONCHtl.tk j ) MOKTAH ( )GROUT ( )FIREPR0OFING ( )MASONRY BLOCK . , KFDAR ( ) STRUCII XAL STEEL ( ) BOLTS .- - I___ . CONSTRUCTION TESTING & ENGINEERING, INC. DAILY FIELD REPORT -I_ rob &;axe: Job Lir.i,l'dt ;en. c.\-mt ract ~___I ~. - ;enera Descrlptron: GROUND FAULT SYSTEM TEST REPORT PRIMARY CURRENT AMPERE-TURNS 7 TIMECURRENT CALIBRATION TESTS EN( /er .jP/ c - PERCENT TOTAL REACTION RELAY MFGR. PICK-UP TIME TIME TIME TOLERANCE To> 3 ./6 .oY ./Z r/-% .oy 300 /y . I-ERCURRENT DEVICE IMFGR. I 0 CIRCUIT BREAKER FUSED SWITCH P2/w5/.c TYPE MODELICAT. NO. CURRENT RATING SYSTEM VOLCAGE VOLTAGE RATING c4 c CEC -203tL3 zoa- $+.e/a77 6b b4c 0 NEUTRAL-GROUND STRAP ZERO-SEQUENCE / 71 GROUND FAULTSYSTEM MFGR. MODEL [CAT. NO. IPICK-UP RANGE ITlME RANGE ISENSOWC.T. GFSTRlsO 01990 ET1 PAGE - OF - GERAD C, GRlFFlTH REGISTERED SPEClAL INSPECTOR 3962 ECOCHEE AVENUE - Rane (619 2768379 SPECIAL INSPECTOR'S REPORT mworkpar(m-m WWWM.ped3lkOf PUM UICI niue "..I_ I. LU..." PROJECT: Lot 59 FILE: R7G01 ADDRESS: la00 Aston Avenue, Cafisbad PERMIT NUMBER 970014 REPORT DATE 07/01/97 PLAN FILE NUMBER A97-0037 Mal Type, orade, Soume: A%, A500, AIOS, 8 A706 Steel; E7lT-11 Eledmba. lm3mmmE OW10197 Performed Shop Weldiw lnspedii @ Corky's Welding, 34838 Harris Street, Lemon Grove. Individual components inspected for compliance with shop and approved drawings include: - Tube steel columns designated 2A, 6B, 7A. 78 - 2 units and 8A. -WKefla~ebeamsdesignatedA9,89-2units,CQ,Dg,AlO.B10, ClO,D10,A11,B11, Ball, C11, Dl 1 - 2 units, A12,B12, C12 and F12. " Worlc inspected conforms with appoved plans and spedfications GERAD C, GRIFFITH REGISTERED SPECIAL INSPECTOR 3962 ECOCHEE AMM - Fhane (619) 274-8379 SPECIAL INSPECTOR'S REPORT SHOP WELDING covaingwuk~par(amudrequraquh.o ~w~sp.oialliapatwor: PROJECT: Lot 59 FILE R7F02 ADDRESS: le00 Aston Avenue, Carlsbad PERMIT NUMBER: 970014 PLAN FILE NUMBER: A974037 REPORT DATE 08/02/97 Material Type, Grade, Source: AS, AIM, LL A706 Steel; €711-I1 Electrode. - BEQm 05/05/97 Performed Shop Welding lnspedion @ Corky's Welding, 3463-8 Hanis Street, Lemon Grove. Individual components inspected for Compliance with shop and approved drawings include: - Two manufactured angles per detail 7E7.1. Performed Shop Welding Inspection @ Corky's Welding, 3463-8 Harris Street, Lemon Grove. Individual components inspected for compliance with shop and approved drawings include: -Three undesignated tube steel columns. Performed Shop Welding Inspection @ Corky's Welding, 3463-6 Hamis Street, Lemon Grove. Individual components inspected for compliance with shop and approved bewings include: -Tube steel columns designated 62, A3 - 2 units. 83, A4,64, A5,85, A6. A14 and 814. Performed Shop Welding Inspection @ Corky's Welding. 3463-6 Hanis strest, Lemon Grove. Individual Components inspected for compliance with shop and approved drawings include: - Wide flange beams designated A13.813. C13, D13 and F13. 05/12/97 05/27/97 05/29/97 * * Work inspeded conforms with approved plans arid specifications * * * Inspection pefpped by: M-C. Griftith GERAD C, GRlFFlTH REGISTERED SPEW INSPECTOR 3962 ECCCHEE AVENUE - Rme (619) 274-8379 SPECIAL INSPECTOR'S CovaiwrworkmfFamKlw- REPORT m-tyth;.p&wh**Ckrroi:- 8wopwELDlNQ PROJECT: Lot 59 FILE: R7E03 ADDRESS: IS00 Aston Avenue, Carlsbad REPORT DATE: 05/03/67 PERMIT NUMBER: 970014 PLAN FILE NUMBER: AS7-0037 Matmial Type, Grade, Source: AS, Aim, 8 A708 Steel; E71T-I1 Eledrode. - EfsKT M/23/97 Performed Shop Welding Inspection @ corlcy's Welding, 3463-6 Harris Stmet, Lemon Grove. Individual components inspected for compliince with shop and approved dwngs include: 38 weld dates oer detail B5.3 . -~~ 46 putlin'dips per detail W.0 2 panel columns perdetails 13 & 18/S5.3 I drag plate per detal lo/ss.l 2 weld plates per detail WS5.2 2 weld angles per detail 12/S5.2 6 weld angles per detail 1WS7.0 6 weld plates per detail 13E7.0 2 weld plate assemblies per detail 1WS7.0 5 wem pletes per- 2~7.1 1 bearing angles per detail 8NS8.1 2 bearing plates per detail W7.1 2dregplatesperdetan9/57.1 3 wide flange beam seats per detail 1AS7.1 3 girder seats per detail 1 ys8.0 1 weld channer per detail 6ALS7.1 5joistplatesperdetail15/58.1 5 weld channels per detail WS7.1 1 -seat perdetail WS7.1 05/01/97 Performed Shop Weld)ng lnspedion @ COrys Welding, 3483-8 Hanis strest, Lemon Gme. Individual components inspected for compliance with shop and approved drawings indude: 2 beam embeds per detail W7.1 I lintel connection per detail ItusB.1 185 lineal feel +I- IedgerIstud assembly Work inspected conforms wlth apprwed plans and specifcations * * * EsGil Corporatlon !profLssid!pGm !h!-cview Eyinecrs DATE: MARCH5, 1997 JURISDICTION: CARLSBAD PLAN CHECK NO.: 97-14 SET 111 PROJECT ADDRESS: 1900 ASTON AVE. PROJECT NAME: TILT-UP (SHELL ONLY) 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's cmmm* 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list The check list transmitted herewith is for your information. The plans are being held at Esgil The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant's copy of the check list has been sent to: and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: The applicant to insert the enclosed sheets into the owner set II of plans at the city. Mail Telephone Fax InPerson By: WSadre Enclosures: Esgil Corporation 0 GA 0 CM EJ 0 PC log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + SanDiego, Caliiomia 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporatlon DATE: FEB 27, 1997 JURISDICTION: CARLSBAD PLAN CHECK NO.: 97-14 PROJECT ADDRESS: 1900 ASTON AVE. PROJECT NAME: TILT-UP (SHELL ONLY) 0 APPLICANT 0 PLAN REVIEWER 0 FILE s=-> SET: I1 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction's tmmt. codes with the jurisdiction's ***" 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 The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant's copy of the check list has been sent to: and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. GARY POTTER do TURPIT AIA 6305 LUSK BLVD, # 200, SD, CA 92126 Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Please see attached for remaining items. Mail Telephone Fax InPenon By: WSadre Enclosures: Esgil Corporation 0 GA 0 CM 0 EJ 0 PC 212 1 tmnsmtl.dot 9320 ChesapeakeDrive, Suite 208 + SanDiego, California 92123 4 (619) 560-1468 + Fax(619) 560-1576 CARLSBAD 97-14 FEB 27,1997 1. 2. IO. 13. 16. 22. 31. 32. 45. 48. 51. 56. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial project. For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculationslreports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (61 9) 438-1 161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculationslreports 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. Note the architect or engineer of record shall prepare a special inspection program that indicates the stages of construction and the responsible special inspection firms, which shall be submitted to the building official for approval prior to issuance of the building permit. Section 106.3.5. Where is this note on S-1 , per response list ? On sheet A-I, the location of windows on grid lines 1 & A do not match those on A-2. Where is this coordinated on A-I, per response ? Section 9/A9 through the electrical room does not match its reference. Show door 4 on line 1, for electrical room, on sheet S2. Provide sub-diaphragm calculations. No response provided. Show concrete shear walls do not require boundary zone reinforcing. Your response regarding the axial stresses less than 0.2 f. is based on the 1991 UBC. Please provide calculations per 1994 UBC, Section 1921.6.5. Where is detail 7lS7 referenced on plans ? Section 1921.6.12 requires pier ties at 6 O.C. Please provide calculations to show compliance with the exception, per response. On detail 101S5.3, show the weld between the angle and the plates on both sides. Reference detail 8lS6 on plans. Also detail 8NS6 as referenced on S2 is incorrect. CARLSBAD 97-14 FEB 27, 1997 91. 92. 93. 0 Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). No response provided. The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. No response provided. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy). No response provided. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ali Sadre at Esgil Corporation. Thank you. EsGil Corporation \ DATE JAN 17, 1997 JURISDICTION: CARLSBAD PLAN CHECK NO.: 97-14 SET I PROJECT ADDRESS: 1900 ASTON AVE. PROJECT NAME: TILT-UP (SHELL ONLY) 0 APPLCANT 0 FILE 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction's mmm* codes with the jurisdiction's mmm*r 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 The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant IXI The applicant's copy of the check list has been sent to: and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. GARY POTTER do TURPIT AIA 6305 LUSK BLVD, # 200, SD, CA 92126 IXI Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax InPenon 0 REMARKS: By: WSadre Enclosures: Esgil Corporation [XI GA 0 CM [XI EJ 0 PC 1 I9 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 6 SanDiego, California 92123 6 (619) 560-1468 6 Fax (619) 560-1576 CARLSBAD 97-14 JAN 17, 1997 PLAN REVIEW CORRECTION LIST COM MERCIAL OCCUPANCY: B/Fl/Sl USE: SHELL ONLY TYPE OF CONSTRUCTION: VN ACTUAL AREA: 44,602 ALLOWABLE FLOOR AREA: 8000X2X2X2 STORIES: 2 HEIGHT: 28 SPRINKLERS?: Y OCCUPANT LOAD: SHELL ONLY DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: In ESGlL CORPORATION: 1/9 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Ali Sadre FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Efectrical 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 1994 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, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To weed UD the recheck Drocess. Please note on this list (or a co~vl where each Be sure to enclose the marked UD list when vou submit the revised plans. fl LIST NO, 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) wrnforw.dot CARLSBAD 97-14 JAN 17, 1997 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial project. For expeditious processing, corrected sets can be submitted in one of two ways: 3 1. Deliver all corrected sets of plans and calculationslreports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (61 9) 438-1 161. 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 calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (61 9) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. 3. Each sheet of the plans must be signed by the licensed designer. Provide a note with the building data legend stating that yards used for area increases shall be permanently maintained. Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1994 UBC, UMC and UPC and 1993 NEC. Clearly designate any side yards used to justify increases in allowable area based on Section 505. (Le., 40 yards on four sides). Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. Provide a letter from the soils engineer confirming that the foundation plans have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. Show foundation bolt size and spacing. Foundation bolt size and spacing for any plywood shear walls must be clearly shown on the foundation plan. Section 1806.6. See detail 18lS6. Specify embedment, size, ICBO number and manufacturer of power driven pins for nonbearing walls (Le., electrical room). Show edge, end distance and spacing. Section 1701.7. Also show complete partitions details for the electrical room including stud size and spacing, bracing at the top, etc. 4. 5. 6. 7. 8. 9. It CARLSBAD 97-14 JAN 17, 1997 IO. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. Note the architect or engineer of record shall prepare a special inspection program that indicates the stages of construction and the responsible special inspection firms, which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. For items that will have a deferred submittal (trusses, etc.), provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred items shall NOT be installed until their design and documents have been approved by the building official." The structural engineer's information on cover sheet does not match those on S sheets. On sheet A-I, the location of windows on grid lines 1 & A do not match those on A-2. Where is detail lO/AlO as referenced on A-2 & A-3 7 Door 4 on line H is left out on sheet A-2. Provide a section through the electrical room with wall and ceiling joist details. Specify the mezzanine live load will be posted on the second floor (sheet A-3). Section 1604.5. Revise the wall on detail 5/A10 to indicate concrete panel instead of stud wall. Also specify grid line 4 instead of 7 on this detail. The width of many footings like fence walls, stairs, etc. are not shown on S2. Details on S6 refer to S2 for this information. Please show details for the concrete columns lines A and 5, per S-2. Show door 4 on grid line G, sheet S2. Show door 6 on line 1, sheet S2, for electrical room. Detail 12/S7 is not correct as referenced on S3, line 3.1. Show drag connection details on S3, for grid lines B, D, etc. There are either no references or incorrect ones. i CARLSBAD 97-14 JAN 17, 1997 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. Indicate 1-112” of concrete on S3 for mezzanine floor. Detail 19/S7 as referenced on line 5, sheet S3, is voided on detail sheet. Provide a schematic in the calculations showing the location of all the floor and roof beams matching the framing plans. Where are details 1 & 2/S3 as referenced on S3, lines C & D ? Show typical wall-to-diaphragm ties on S4 for both directions. Detail 10IS8 as referenced near line 3.1 on S4 is incorrect. Provide joist, girder and subdiaphragm calculations. Show concrete shear walls do not require boundary zone reinforcing. Detail 18lS8.1 as referenced on line 5, sheet S4, is not correct. Detail 1867 as referenced on line 2, sheet S4, is incorrect. Clarify the note on S4, between lines G & H specifying MSTA’s where shown. If ties will only be provided where shown, then provide similar ties from A to B, lines 3 to 5 and from 2 & 3 lines G to F. Panel reinforcing in calculations (pages 40 to 44) do not match those shown on S5, for panels 12, 17, 18, etc. Show the door location for electrical room on panel 2, sheet S5. Details 5 and 10IS5.3 as referenced on panel 13 are incorrect. Similarly, detail 4/S5.3r, as referenced on this panel is incorrect. Show a schedule with different pier sizes (width, thickness, vertical/ longitudinal and tie reinforcing) per calculations starting on page 52 including HDs. Fill in all blank bubbles on structural plans. Also many details reference incorrect sheet numbers. Note on panel 20, sheet S5.1, where the pilaster stops. How far below the top of the panel. Note the reinforcement for the panels on the bottom row, sheet S5.1. Show chord bars on all panels. Some are missing, i.e., lines D, DI, etc. (S5.1) CARLSBAD 97-14 JAN 17, 1997 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. Detail 13lS7.1 is incorrectly referenced on panel 26, sheet S5.1. Where is detail 7/S7 as referenced on panel 22 ? Provide a schedule on detail 165.2, indicating the rebar to plate and angle weld size, type and length for use on various details per plans. Note where details 5 & 1965.2 are referenced on plans. Section 1921.6.12 requires pier ties at 6" O.C. Details 5, 19 & 20 as referenced on all the sketches per sheet S5.3 are incorrect . Provide a section through detail 14lS5.3 showing the length of the WF or reference to another detail for this information. Show the weld size and type between the angle and the TS on 9lS5.3. Please note where detail 8M.3 is referenced on plans. Please clarify the note on detail 15K5.3 regarding the bars through the notch via a reference to another detail or additional elevation or sections cut through this detail. Note the maximum wall height on detail 2/S6. The footing size and reinforcing per various details on S6 are not shown on detail 4/S6. Detail 8/S6 as referenced on plans does not contain any panels. Please note where details 17 & 1866 are referenced on plans. Where is the schedule as referenced on detail 17/S6 ? Also where are HD-1, 2, etc. per plans on this detail ? Complete all the notes on details 5 - 10/S6 for continuous bars with minimum lap length. Clarify the "X" on detail 866. Please carefully review all the details on plans for incorrect information and discrepancies or conflicting information. Details 13 & 15 as referenced on 1667 are incorrect. CARLSBAD 97-14 JAN 17, 1997 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. Please note where details 3, 13 &15/S7 are referenced on plans. Identify the HD and straps on detail 3/S7. Complete embedded plate information on detail 13/S7. Clarify what 3-sided means on detail 18/S7. Specify the slope of all the bars such as those on details 13, 16/57 and all others. Show the layout, spacing, size and length of the horizontal ties on detail 16/S7 in each panel. Label detail 14/S7.1 on plans. Note where detail 16/S7.1 is referenced on plans. Detail 10IS7.1 is incomplete. Show the layout of the WF segment in the panel per 1465.3. Note where details 1, 6, 8, 11, 16 & 18/S8 are referenced on plans. All the details as referenced on sketches 2, 3, 4, 9, 10, 15 & 19/S8 are either incorrect or do not exist. Please review carefully prior to resubmittal. For the angle information on detail 8/S8 refer to another detail on plans. Note where details 2, 6, 7, 9/S8.1 are referenced on plans. Label detail 19/S8.1. Specify the size and spacing of the anchors in the nailer plate on detail 2lS8.1 or reference to another detail for this information. Similarly, for those on details 7, 8, 9/S8.1, etc. Show the profile of the 3/4" dowels on 3K8.1, Le., via a section. Show information on detail 7/S8.1 regarding the drag and bearing plates as Well as the horizontal ties. Show dowels and ties on detail 868.1 at the drag connection. Detail W/S8.1 is not correct as referenced on detail 8lS8.1. CARLSBAD 97-14 JAN 17, 1997 82. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. 93. 94. a a Provide information on the embedded plate per detail 9G8.1 or reference to another detail for this information. Detail 1/S6 is incorrect as referenced on detail 15K38.1. Detail 16/S6 is incorrect as referenced on 14K8.1. Show the weld length on detail 1368.1. Specify there is a bearing plate on each side of detail 12/S8.1. Details X & W as referenced on 12LS8.1 are incorrect. Show plate information on detail 1668.1 welded to the TS. On detail 16/S8.1, show welding between the embedded plates at each end. More corrections may be necessary at back-check when a complete set of structural plans are submitted to EsGil for review. Roof mounted equipment must be screened and roof penetrations should be minimized (City Policy 80-6). The use of flexible metal conduit as a grounding means must comply with City Policy 84-36. No wiring is permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. (City Policy) 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. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921 23; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ali Sadre at Esgil Corporation. Thank you. CARLSBAD 97-14 JAN 17, 1997 + ELECTRICAL PLAN REVIEW + 1993 NEC + PLAN REVIEWER: Eric Jensen 95. 96. 97. 98. All electrical sheets must be signed by the responsible party. Be specific on the permitted wiring methods to be used at this facility. The City of Carlsbad does not allow NM or AC cable to be used for commercial applications. Describe the UFFER grounding electrode to be used. The City of Carlsbad allows only a copper conductor to be installed in the foundation for grounding purposes, rebar is only allowed for residential applications 200 amperes and less. Provide dimensions for the service gear, primarily width. The electrical service room is 10 wide. NEC 11 0-1 6 requires up to 8 of clearance in front of the service when only one door is used. ( 4' (condition 3,480 volt) x 2 (one door access requirement) = 8. Note: If you have any questions regarding this electrical plan review list 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. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER GlenAdamek PLUMBING (1994 UNIFORM PLUMBING CODE) Correct the water line sizing calculations. The 3 psi static Head Loss of 3 psi seem too low for a two story building. 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. 99. CARLSBAD 97-14 JAN 17, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 97-14 PREPARED BY: W Sadre BUILDING ADDRESS: 1900 ASTON AVE. BUILDING OCCUPANCY: B/Sl/Fl DATE: JAN 17,1997 TYPE OF CONSTRUCTION: VN 1 TOTALVALUE 1 1 1,070,448* 1991 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $ 3,681.50 IxI 1991 UBC Plan Check Fee Plan Check Fee by ordinance: $ 2,392.98 Type of Review: Complete Review Structural Only Hourly 0 Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 1,914.38 Comments: CITY VALUATION Fire Services Review: 0 Complete Review Suppression System Fire Alarm 0 Other: -______1_____1_-_____--------I-___I-------------------------------------------------- Esgil Fire Services Review Fee: Comments: Sheet1 of 1 maovalue.doc 5196 BUILDING PLANCHECK CHECKLIST PIANCHECK NO.: CB9 7d&/.& PROJECT DESCRIPTIO EST. VALUE: The item you have submitted for review has been approved. The approval is based on plans, information andlor specifications provided in your submittal; therefore any changes to these items afler this date, including field modifications, must 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 build. A Right-of-way permit is required prior to construction of the following improvements: Please see the attached report of deficiencies Make necessary corrections to plans or marked speci w% tions for compliance with applicable codes and standards. Submit corrected plans andlor specifications to this office for review. %. Date: ~8/9 7 By: Date: I ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist ENGINEERING DEPT. CONTACT PERSON Name: Michele Masterson Ci of Carlsbad Future Improvement Agreement Address: 2075 Las Palmas Dr.. Carlsbad, CA 92009 Grading Permit Application Phone: (619)438-1161, eXt.4315 Grading Submittal Checklist Right-of-way Permit Application Right-of-way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet A4 H: \Isbad. CA 92009-1576 - (619) 438-1161 - FAX (619) &3-94 . BUILDING PLANCHECK CHECKLIST SITE PLAN 0 3RW 1. Provide a fully dimensioned site plan drawn to scale. Show: A. NorthArrow B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets D. Property Lines 7 G. Driveway widths B/ 0 0 2. Show on site plan: A. Drainage Patterns B. Existing & Proposed Slopes C. Existing Topography P 0 0 3. Include note: “Surface water to be directed away from the building foundation at a 2% gradient for no less than 5’ or Z3 the distance to the property line (whichever is less).” [Per 1985 UBC 2907(d)5] On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an approved drainage device a minimum of 12 inches plus two percent.” [Per 1990 UBC 2907(d)5] 4. Include on title sheet: A. Site address B. Assessor’s Parcel Number C. Legal Description For commerciaVindustria1 buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Page 1 of 4 . BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 5. Project does not comply with the following Engineering Conditions of approval for Project No. 0 0 0 0 6. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 7. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 0 Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 W x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications a be accept by mail or fax. Dedication completed by: Date: 0 0 0 Ea. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the - construction exceeds $ Section 18.40.040. , pursuant to Carlsbad Municipal Code Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: Page 2 Of 4 H\-W--W#h R.v 1- BUILDING PLANCHECK CHECKLIST 1st~ 2ndJ 3- 0 0 P 8b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: so 0 P P 8c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: p/P P 8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adjacent to buildina site must be repaired to the satisfaction of the City Inspector prior to occupancy. WA ~rn35=- GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 9b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Gradina Permit must be issued and rouah aradin approval obtained Drior to issuance of a Buildina Permit. m4 jSs-Aq& Grading Inspector sign off by: Date: 0 0 P 9c. No Grading Permit required. Page 3 of 4 do 000 3d' 0 0 Q GI BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS 10.A RIGHT-OF-WAY PERMIT is required to do WOI.. in City Right-of-way andlor private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-way permit required for: hd4,- & - r 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial Waste Permit Application Form and submit for City approval prior to issuance of a Permit. Industrial Waste permit accepted by: Date: 13. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of g ding or building permit, whichever occurs first. 3rs-dJ 14. $( Required fees are attached 15. Additional Comments: 0 No fees required Page4of4 Rn 1- ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: dcAe Prepared bymA& Date:/df? Checked by: EDU CALCULATIONS: List types and square footages for all uses. , Types of Use Sq. Ft.lWq4r &A EDU's: 2. 9 & Date: 750~ ADT CALCULATIONS: List types and square footages for all uses. Types of Ufl Sq. Ft.Adnits? fib OA '~T'S: 2 2 -3 FEE REQUIRED:@ES 0 NO (See Building Department for amount) (no bridge &thoroughfare fee, reduced Traffic Impact Fee) 0 NO PARK AREA: / FEEIUNIT: X NO. UNITS: =s -p4- d2. TRAFFIC IMPACT FEE ADT'S/UNITS:J~L~ X ' FEEIADT: 4s =$ 4, 906 ~DGE AND THOROUGHFARE FEE 8 ADT'sIUNITS: X FEEIADT: =$ -8- l%. FACILITIES MANAGEMENT FEE ZONE: .r UNIT/SQ.FT.&bO& X FEEISQ.FT.IUNIT: @ =$ 17, 8+./ 5. SEWER FEE PERMIT NaE97m17 BENEFIT AREA: F DRAINAGE BASlN:,q6 EDU's: 9 2 X FEEIEDU: /g/o =$ /A! 14s EDU's: 8' 9 a X FEEIEDU:$7? =$ -p4/ f/ &. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEEIAC: =$ SEWER LATERAL ($2,500) =$ TOTAL OF ABOVE FEES*: S4h1 73 .x *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. P:\DOCS\HISFORHS\BP0002.FRM REV 01/22/97 r r Fee ESTIMATE Assessor Parcel Number: 212-120-24 IN CFDIIl? Y IN BRIDGE AND THOROGHFARE DISTRICT? Y Traffic Impact Fee 44,602 Warehouse 0 Office 0 Manufacturing 0 Retail Bridge and Thoroughfare District 44,602 Warehouse 0 Office 0 Manufacturing 0 Retail 223 0 0 0 223 8 223 0 0 0 223 N/A Facilities Management Fee Zone 5 44,602 Warehouse 0 Office 0 Manufacturing 0 Retail 0.40 sa FT 8 Sewer Sewer District Cadsbad Benefit Area F 44,602 Warehouse 6.92 0 Office 0 0 Manufacturing 0 0 Retail 0 Capacity Fee 6.92 S Benefit Area Fee 6.92 8 Drainage Area Fee 0.00 ACRES B-L 8 TOTAL: 8 4,906.00 17.840.60 1 6,145.00 7.841 .OO 46,732.80 Prepared by Engineering Department 1/28/97 Page 1 CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR: G.C-,\ I- DATE: 411 /517 PROJECT ID Pb Qbl. cor I rr + 49 GRADING PERMIT NO. LOTS REQUESTED FOR RELEASE: 1-4- N/A = NOT APPLICABLE ./ = COMPLETE 0 = incomplete or unacceptable I. 2. 3. 4. 5. 6. 7. 8. 9. 10. Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter of request for partial release submitted 8%" x 11" site plan showing requested lots Submitted. Compaction report from soils engineer submitted. Engineer of work certification of work done and pad elevations. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Project conditions of approval checked for conflicts Can water service be installed prior to bringing building combustibles on site. Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal Ci requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: on/ r4h-J - /%-- r/&- .//vD* --D I g &- /M/+,L 'CLeb.wL uJ= ALL /e-- au /& P m-5. -- - Project Engineer Date MAR3 1 DIVERSIFIED PROPERTIES 1770 GlLLESPlE WAY SUITE 101 - EL CAJON CALIFORNIA 92020 (FAX) 449-7886 (619) 449-7881 March 31, 1997 Ci of Carlsbad 2075 Las Pahnas Drive Carlsbad, CA 92009 Re: EngineerillgDepiutment 1900 Aston Avenue, Carlsbad, California Request for release based of pad certification Based on the pad dcatim obtained fiom the grading procedures on Lot 59 of the Carlsbad Research Center, please accept this letter as our request for the engineering department to release the building permit for the above refiienced project. If you have any questions, please contact our office. Smcerely, PDG Carlsbad 59, LTD., a California limited partnership By: DIVERSIFIED CAIUSBAD, 59 LLC, a California limited liability company General Partner William P. Tschantq Manager RECEIVED MAR 3 1 1497 ENGINEERING 0EP”lENT ., . . R ENGINEERING March 28,1997 .. .. ~- Engineering Department City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-1576 Re: Lot 59 Carlsbad Tract No. 85-24, Unit No. 4, Map No. 11 81 1 Gradkg Permit No. GR 970006 File: 439-96 Gentlemen: The finished gradiig has been completed for the building pad within the above referenced project in conformance with the approved grading plans and the City of Carlsbad Grading Ordinance. Sincerely, JP Engineering, Inc. Jorge H. Palacios, RCE Chief Engineer JHP/jW cc: Rob Tschantz, Diversified hope ’es # do 0 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner V. J APN: Type of Project and Use: ~hJlW~.~ W& ,W6 Zone: Cw Facilities Management Zone: C- CFD in ut) # 9 7- /q Address /qm dS& Ad Phone (619) 438-1 161, extension Lbzr 1 L - 12x3 -w cIe One llf property In. complete SPECIAL TAX CALCULATION WORKSHEET provided by Building De p a n m B n t . ) Q Leaend Item Complete c] Item Incomplete - Needs your action Environmental Review Required: DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval YES - NOK - TYPE Discretionary Action Required: YES - NO p( TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval , 0 Coastal Zone AssessmentlCompliance Project site located in Coastal Zone? If NO, proceed with checklist; if YES, proceed below. Determine status (Exempt or Coastal Permit Required): If Exempt, proceed with checklist; if Coastal Permit required, hold building permit until Coastal Permit issued. Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: YES - NO& - NO YES - Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. 0 lnclusionary Housing Fee reqGrZd:-YES - NO uc (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) ~~ -~ ~ ~~ ~ Site Plan: ~-~~~ 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. 0 Zoning: 0 1. Setbacks: Front: Required 2%' Shown 60 Int. Side: Required /up Shown r7' Street Side: Required - Shown - Rear: Required - Shown - 0 2. Lot Coverage: Required < e Shown 31~g 0 3. Height: Required s r' Shown 3x32' 60 0 4. Parking: Spaces Required I qq Shown /- Guest Spaces Required Shown 0 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 4/- kd-- DATE /!I VA 7 rlsbad 96291 Fire Department Bureau of Prevention City. of Ca Pian Review: Requirements Category: Building Plan Check I Date of Report: Tuesday, April 1.1997 Reviewed by: mx A& (I Contact Name Gary Potter Turplt & Partners Address City, State 6305 Lusk BI Ste 200 San Diego CA 92121 Bldg. Dept. No. CBB7-0014 Job Name Lot 59 Job Address 1900 Aston Planning No. 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, must 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# 96291 File# - Other Agency ID 2560 Orion Way Carlsbad, California 92008 (619) 931-2121 96291 Fire Department Bureau of Prevention City 'of Ca rlsbad General Comments: Date of Report: Tuesday, April 1,1997 Contact Name Gaw Potter Tup# 8 Partners Address City, State 6305 Lusk BI Ste 200 San Diego CA 92121 Bldg. Dept. NO. CB97-0014 Job Name Lot 59 Job Address 1900 Aston Planning No. Ste. or Bldg. No. 2560 Orion Way Carlsbad, California 92008 (619) 931-2121 96291 Fire Department a Bureau of Prevention C,ity o f Ca rlsbad Plan Review: Requirements Category: Building Plan Check Date of Report: Tuesday, Januaty 21,1997 Reviewed by: fiz h.h Contact Name Gary Potter Turpit EL Partners I Address City, State 6305 Lusk BI Ste 200 San Diego CA 92121 w. mpt. NO. ce*7--*1 Job Name Lot 59 Planning No. Job Address 1900 Aston Ste. or Bldg. No. 0 Approved - The item you have submitted for review has been approved. The approval is based on plans; information andlor specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must 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. 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 andlor specifications to this office for review. For Fire Department Use Only Review 1st 2nd 3rd CFDJoMt 96291 File# - Other Agency ID 2560 Orion Way Carlsbad, California 92008 (619) 931-2121 96291 Fire Department Bureau of Prevention City of Carlsbad General Comments: Date of Report: Tuesday, January 21,1997 Contact Name Gary Potter Turpit & Partners Address City, State 6305 Lusk BI Ste 200 San Diego CA 92121 Bldg. Dept. No. CB97-0014 Job Name Lot 59 Job Address 1900 Aston Planning No. Ste. or Bldg. No. Recommend compliance with Article 811 Fire Code for vent ratio and access doors to accomodate prospective clients. Hydrants not completed. 2560 Orion Way Carlsbad, California 92008 (619) 931-2121 Requirements Category: Building Plan Check 96291 Deficiency Item: Pen d I n g 16 NS Design Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and UBC Standards 38-1 and 38-2. Permits are required prior to Instaliation. Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler contractor. Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .45 gallons per square foot, throughout a 3000 square foot design area. Page 2 Jan21.1997 NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL AND CIVIL ENGINEERS STRUCTURAL CALCULATIONS CRC LOT 59 NMA Job NO. 96-124 5830 Oberlin Drive, Suite 200 San Diego, CA 92121 (619) 455-6681 - .... - _- : :' - NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL M'D CIVIL ENGINEERS / IY MWO DATE \Q-\?-?&PROJECC Cl3 c LOT 59 / SIlEETNO.\OP- JOB NO. '?b - i'2.4 ... ~~ .... ....... .~~. ~- ~ ~~ . .... ~- .......... ... ...... ... -. ...... ....... ~0\\*~-~1EL1,\1EssTER & .I~~~~~ STRUCTURAL ENGINEERS 5830 Oberlin Drive. Suite 200 san Diego. Calilornia 92121 (619) 455.6661 SHEET NO & OFB- BY CQT DATE lO/ZZ/46 PROJECT BASIS FOR DESIGN. JOBNO. q6-(- GENEFLAL Governina Buildinq Cadets) Building Tme: 9: 1994 Uniform Building Code Other: Desicrn Live Loads: Roof: Uniform load: 20 PSf Floors: Uniform load: si, PSf Reducible? YES Reducible? YES Concentrated load: 2000 lbs Other: Seismic Desiun Criteria: Zone Factor(2) : 0.4 Importance Factor (I).: I.0 C Factor: 2.75 Rw Factor: 6 Site Coefficient (S) : ct coefficient: Desicm Criteria: Exposure: c Importance Factor: 1.0 Basic Win-: 70 mph Deflection criteria: Floors: L/ z-40 (TL) L/ 360 (LL) Exterior wZ~ET/ Interior Walls: L/ Roof: L/ It30 (TL) L/ 240 (LL) SOILS Allowable Bearing Pressure: PS f inches below lowest &kk eub grade Minimum depth of footing: Increases in allowable bearing pressure: ._ Transitory loads: v-3 .. Depth of bearing: c Width of footing: - Equiv. fluid pressure (active) Factor for restrained 0 Surcharges: - psf per foot % nu~..- -*I . Equiv. fluid pressure (passive): $35 - (when combined with Coefficient of friction: passive) W>5lU.e to, 4L % InLt ~~\\'W->lELL\lESl€R & .<SSOCL'JES STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suile 200 Sari Doego. CaliIornia92121 (619) 4556681 Z BY &?T DATE/22/9(1PROJECT Le- s9 SHEET NO. OF gb-.e BASIS FOR DESIGN JOBNO. 96-124 CONCRETE . R- Deformed Bars: ASTM A615 Grades: #3 & #4: AWE 40 Welded Wire Fabric: ASTM A185 #5 & larger: 6~4 Lo Welds for reinforcing bars: Grade 40: E70XX Electrodes Grade 60: E9OXX Electrodes Concrete Strenaths e.28 &!y% Foundations: 2600 psl Slabs on Gra-03 psi Walls and Columns: 3000 psi Structural Slabs and Beams: - Tilt-up panels: 300~ psi Topping over r161-1 Other: .. P+ Psi psi psi Friction: psi psi inches per foot .. CONCRETE : ASTM A61 des: #3 ti #4: #5 & larger: s: Grade 40: E70XX Electrodes Grade 60: E90XX Electrodes TM C90, Gr. N-1 UBC table 24-A 800 psi at 20 days Grout: Com 000 psi at 28 days Fm - Fs E!! u (bond1 E InsDection - ~O\\'*-hlRn-\lESlFR & .vissm3 STRUCTURAL ENGINEERS 5830 Oberlin Drive, Suite 200 San Diego. California92121 (619) 455.6681, 4. CRc- LOT .5-4 SHEET NO. Bb-3 OF gb-4 BY LQT DATE ID/z1/9L. PROJECT BASIS FOR DESIGN JOBNO. 94- 1% c. STEEL structural Steel: Beams : Girders: Wide-flange Columns: Tube Shapes: Pines r Bolts : Anchor Bolts: ASTM A 36 I Q= 34.000 Psi ASTM A 3L I -Fy= 360 00 ps+ ASTM A 36 I Fy' 36.0 00 PSI ASTM ~500,~~. B ~y= 46,000 psi ASTM A53 ,GR. B Fy= 36,000 psi ASTM A 307 ASTM A 307 ASTM A 1 FY' PS! Other: Welds: E70XX Electrodes ASTM A , Fyr. .. PSl Metal Deck: ASVor A611 Loc tion of Galvanized: Loca io of Painted: Locat n of Vented: Weld&g\f metal deck: E60XX Electrodes Liaht Gauae Steel Framincr: Studs: 14 and 16 gauge: ASTM A570, Grade 50 Track: 14 and 16 gauge: ASTM A570, Grade, 30 or 33 18 and 20 gauge: ASTM A611, Grade C 18 and 20 gauge: ASTM A611, Grade C ._._ ... - BY DATE . . . PfiOJECT . , .. - BASIS FOR DES~GN JOB NO. .. .. !. STRUCTURXL KO00 Frwinq Henbers: All nei&ers are Douglas Fir-Larch: Based on 19 UBC: ('93 5off!-€ncWT) ZS-A-J , ?r-A,-q, 2F-C-I ' All values are in pounds per sq. inch: Stresses nay be increased for duration of load. Simple Continuous GlU-la>S 241-V4 i 2400 / bSO GlU-lzns 241-Va 2400 \bSO 2x4 studs 2x4 stus to 8'-0" STUD 7yOw a50 b75- t3-Y 1 BbO 006 .:. - * Indicates bending stresses are based on repetitive aeliber use i .. She athina : .. Panelited Roof: Grade: 57purr Other Roofs: Grade: -. rL Index: Tloors: Grade: *- -. Index: ,: Shear walls: h.0. of plies:. .. -. -- Grade: . ,. - .. .. . ... I' NOWAK-MEUI-MESTER & ASSOCIATES STRUCTURAL. ENGlNE.ERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (6191 466-6681 ...... ......... .... NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL. WGINEERS Sen 6630 Diego, Oberlin California Drive, Suite 92121 200 y$A (619) 466-6681 -. I .. . . ., . . .. ~~ .. .. . .. .. . - --.., '. \ i i NOWAK-MEULMESTER & ASSOCIATES STRUCIURAL ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Diego, California 92121 (619) 466-6681 BY CQT DATE 'b/Z1/96 PROJECT LRC - Lor 59 SHEETNO. B OF . .. .. . . - . . . .. . ..~~ .. . . .. .. . 7 R c- -- - - .. PROJECT:'.;.; OB #: c ci -<. .,.;:CRC-LOT59 ,,.:,: :. ,,,,,~ . - 96;124'~:.''.' : ,. . ,. L Purlin Spacing (fl) = I ', a:..':.:. . , : 1.. I 61.5 ,<: Purlin Span (A) = RESULTS: ANALYSIS: Tea= 12.600 Quadratic Equation: A= 4.200 0= -44.100 C= 8.961 a= 0.207 I T (kips) = 1 2.612 Concrete Stren th: -1 fc ksi = (3 or 4 ksi) Case#2: DL+E M (k-in) = 19.017 Tea= 12.600 Quadratic Equation: A= 4.200 C= 13.017 a= 0.319 E.= -42.100 T (kips) = 1 10.024 w (panel) = 0.045 R (panel) = 0.750 R (panel) = eLA2/(2*h) Fp (ksi) = 2.1 Fp = 0.35 * fc * (WAI) =e 0.70 ' fc T (allow) = 5.985 T (allow) = 1.33'22.25 V (allow) = 7.120 Combined Stresses Check: w (panel) = 1.5 * 2' Ip' Cp Wp V (allow) = #of bolts 3.56 0.940 < 1.0 OKAY REFERENCES: 1. UBC: 1630.2. 1925.1, Table 16-0, Table 19-E 2. ASD: J9 - -_ ,. I L NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suits 200 San Diego, California 92121 (6191 455-6681 ... . ..~.._ _. .. ....... - ...... - .- ................. ... ........... CAs.5'2 &/.-rP3LS ....... -. ., ...................... ...... .. ........ ................... ........ .. .. ... ...... ....... ......... ... ........................ I - .. .............. ................ ..... ... ..... BY dar DATE PROJECT SHEETNO. 11 OF JOB NO. .... .- ......... ...... ... L5*3 - '/s *.I2 LONL YZ- xu + A.B. ...... . ..I . NOWAK-MEULMESTER & ASSOCIATES STRUCIURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 82121 16191 466-6681 [$A ,. .. . , . I .. . . . -. . ! .~ L i NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL. ENGINEERS 6830 Oberlin Drive, Suite 200 San Dieoo. California 92121 16191 466-6681 .. .. ~.. . . ~. r I I H - c - r r r I I I h 6 0 0 h d NOWAK-MEULMESTER & ASSOCIATES STRUCI'URAL ENGINEERS 6830 Obarlin Drive, Suite 200 San Dingo, Cahfornia 92121 (6191 466-6681 BY DATE l'J{23/96 PROJECT MC - LOT 59 SHEETNO. \% OF LATEPAL 4NALYSI5 JOBNO. CtS- 124 ..... I .~ .... - - . ..... .. ...... ~~ . ~ ~ ~~~ ..... ._, ........ ~ ...... , ............. ................ ~- ................. -. ............. ~ ~.. i...~ ............... ' .................... ... ... ... .... . _._-_ NOWAK-hEULMESER & ASSOCIATES STRUCAJRAL. ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Diem. California 92121 (6191 466-6681 ...... . . . - ................. IU SVCRT WALLS r~ ~NL LJ/LLS => '/': 4. A .!3 . @ .4%" O.C. --3 ;A"~.A.V. Q z2" ~~ O.C. .. ~. . BY CQT DATE 1a/10/46 PROJECT SHEETNO. 19 OF WqLL AIJ~I(O~ ~ESIGIU JOB NO. ..... ^ = 7?6 BLF 1 LAW - 525 PL' ~~ %LwY ...... - ........... ~~ ... .i .. W LEDGER CONNECTION FOR PANELIZED ROOF 1 NOTE: User input in shaded cells -4 v act = L SAMPLE RESULTS TABLE (Tabulated by the user for reference) 1.065 314" DIA 1.025 (a' : perpendicular) (P' : parallel) -1 c [v(allow) =I 1.28125 ] Case#2: DL+E theta = 7.0578466 v re 'd = 2.116034 c Iv (allow) = 12.123007 I NOTES: 1. Boll capacities per UBC 231 1.2 & Table 23-I-F 2. Allowable shear for Case # 2 is calculated per UBC 2338.2.5 EQUATIONS: Case # I v (req'd) = w (11) spacing v (allow) = 1.25 * Q' Case # 2 Q (req'd) = w (dl) spacing P (req'd) = v (act) *spacing theta = ATAN (QIP) v (req'd) = ((Q)"2 + (P)A2)A0.5 v (allow) = 1.33 (P'*Q?/(P'*SlN(theta)"2) + (Q*COS(theIa)'2) c -. N(SWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGW 6830 Oberlin Drive, Suits 200 Sen Dieno. California 92121 (6191 466-6681 .. .. . .. .. . . ~~ ., ..... . -TIL'" Series Load Tables/Floor (100%) Simple Span Allowable Uniform Load (PLF) -TJL" Series with Nailed Floor - 1. Straight line interpolations may be made between depths and spans. 2. Values shown are maximum allowable load capacities of the trusses in pounds per lineal foot (PLF) based on: simple span, uniformly loaded conditions. * an assumed 22% ratio 01 dead load to total load (eg.: 50 psf live120 psf partiiionQ0 psf dead).These tables may be non-conservative if the actual ratlo is higher than 22%. A more accurate analysis can be obtained by using the TJ-Specm soltware program. * top chord no-notch bearing clips with 1%" bearing. Higher values may be possible with other types of bearing clips. main span provided the inboard shear lor cantilevered conditions is limited to 2,500 Ibs. - 4. Values in gray m5 areas may be increased 7% for repetitive member usage if the criteria on page 9.2 are met. 5. Values in italics are controlled by minimum concentrated load analysis as required by the BOCA. SBCCl and UBC building codes. Higher loads are possible where minimum concentrated load analysis is not required by code. Use the TJ-SpecN software program or contact your Trus Joist Mac- Mlilan representative lor assistance. - 3. These tables may also be used for bottom chord bearing trusses with or without cantilevers - at one or both ends. Cantilevers are limited to 'A of the 7 7.18 REV. 12/94 W .... NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL AND CIVIL ENGINEERS BY MWO DATE 12-12 CIGPROJECT LOT 54 SIIEET NO. & OF __ JOBNO. '?La -JZ4 .... .. - ........ ........... ..... ...... -. .._ . . ...... ......... .. .... ......... - .. .~ . ..... ~. . .~ .......... ...... ..... . ~~ . .... - ... .~. ... .. ....... .. - ___ - ..... ~~ ........ ..: ............ ,. . - NOWAK-MEUDESTER & ASSOCIATES STRUCIVRALENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 16191 466-6681 ~~. . ~ ~~ BY COT DATE 10/25/96 PROJECT cec- LOT 59 SHEETNO. 74' OF ..... .. .............. ................ .... hTE*,A' &,ALY5,S .... NO. . ...76 - 129 ~~ ... .... . . : -1 . : .:. .. ~ .. NOWAK-MEULMESTER & ASSOCIATES STRUCWRAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Dieoo, California 92121 1619) 466-6681 BY CQT DATE 10/25/qL PROJECT LRc - LOT 59 SHEETNO. 26 OF M EZW NING Cffo~bs .......... .............. ~~ ~ ~ .~ ~ ~. , ~ .. ...... ................... ................. NOWAK-MEULMESSTER & ASSOCIATES STRUCIURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (6131 466-6681 .... .. .. ..... ~ ~ ~ ~~. ~, .. .- ..... NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diem California 92121 I6191 466-6661 4- ...... -. . - .......... ....... NOWAK-MEULMESTER & ASSOCIATES STRUCIURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diepo, California 92121 1619) 466-6681 BY CQT DATE lO/z?/q6 PROJECT - 1-07 59 SHEETNO. %, OF MEZ=%tN,hJ&2 i=PAh,hk$- JOE NO. 96- 124 ... - . .... ~~ .. i ~~ FB.- I.; ....... . .......... ........... i ~' ..... .., SP*N -'-"' ~ ~ ~ ~ ..... ~. ... .~ ........ ... . ,. ,. .~ ,. ~ , ., ~~ L .. ........ ... .................... ,. .~ ,. .~ ~. -. .. .. J - NOWAK-MEULMESTER & ASSOCIATES STRUCrURAL. MGMEERS 6830 Oberlin Drive. Sulte 200 Son Diego, California 02121 (619) 466-6681 BY &?T DATE l0/26/q6 PROJECT cF?L - bT s9 SHEETNO. 30 OF E2ZAIJlt-E FWMtNG--- - - .. - JOBNO. 96- 17-4 ...... .. ........ & = 0.69 L 0.1s t-4 .................. .. .... ~~. ................ ... ..~ . ,~ , . ~ ~~~~ ................... ...... .................... I-.. ....... .A:: ,, . --.., .. ..., !' ........ ......t .. , ~. ~. i ~~ ~. .............. .. .. ~ '' , ,: .. .. c i N(IWAIE-MEULMESTER. & ASSOCIATES STRUCNRAL KNGINEERS 6830 Oberlin Drive, Suite 200 Son Dieoo. California 92121 (61 9) 466-6681 BY (5PT DATE 10/2'&6 PROJECT CR - 59 SHEETNO. ?I OF .. .. ...... ~~ Fe' 73.74 NOWAK-MEULMESTER & ASSOCLATES STRUCNRAL ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Diego. California 92121 (619) 466-6681 BY &?T DATE 10/25/96 PROJECT' CRC - Lm 59 SHEETNO. 3% OF ....... HE-+l~e.~~F&,-q,Mc .. .................... JOBNO, NO,. ..q6-(2+ I F, = SS.53 ...... .. .... ........ .. .. w rgd 40 ...... - >. ... ~, ..... NOWAK-w & ASSOCIATES STRUClWML.Eh'GINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (6191 466-6681 ....... ,I I. .~ .~ .. 1.. . I . ~ ~. , ........... ...... -. .. ...... - ..... ..... ! .. ..................... :~-.. .- .. ............. ............. . /__ . .~. ~. 'J - NOWA&MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6330 Oberlin Drive. Suite 200 San Diego, California 32121 1619) 466-6631 ~ ~~ ~~ ..... .... F6-- 8. : ........... ........ ' ..... ..... .. ,. . ~.~, ... F,' 141.4% ............. . .- .~. NOWAK-MEUL&ESER & ASSOCIATES STRUClURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diepo, California 92121 (6191 466-6681 - ' I BY CQT DATE 10/24/?6 PROJECT LRC - LOT 59 SHEETNO. ?< OF - -I - 3 30' cT.0.W) 20 I .~ 18.20 266.6 * .... j- ~~ .~ ... ! ..... ........... NOWAK-MEULMESTER & ASSOCIATES STRUCNRAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 (61 9) 466-6681 ... ~. ..... ...... ~. d, I 3 - %.. -. 3,~-13& ...................... :. ........ 2 .~ ~ 1. , ~! ' ~- .................. ..-.-.....-......_..._.....I .............. ..... ~~ ... ~ ~! .~ ~~ . ~, . ......... ...... ...... ........ ... ................. , .. , .. ... ~.. . . J -2 NOWAK-MEULMESTER &ASSOCIATES == TILT-UP PROGRAM == Version 1.02 (118/91) (9/12/95) PR0JECT:CRC - Lot 59 LOCATI0N:Typical Panel w/o Openings JOB NO: 96-124 10/29/96 10: 17 AM INPUT DATA: 37 STEEL AREA fINA2/F 0.41 inWR CONC WT= 150.00 PCf SERVICE LOADS: (plf) LOAD 1.4(D+L+E) 0.9D+1.4E THICKNESS= 8.00 in fY= 60.00 ksi REVEALDEPTH= 0.75 in PC= 3.00 ksi STEELDEPTH= 3.63 in beta 0.85 WIDTHfb)= 12.00 in Es= 29000.00 ksi .75(1.4D+ I 1.7L+I.NV) 0.9D+1.3W SPAN(I+ 27.00 R Ec= PARAPET HT= 3.00 R n= AXIAL DEAD LOAD AXIAL LIVE LOAD 3321 ksi 8.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DEAD LOAD (ECCj I 335.00 I 469.00 301.50 351.75 301.50 1 24.18 N/A I 42.00 42.00 N/A NIA N/A 23.72 SEISMIC LOAD WIND LOAD WALL LOAD 1 1650.01 2310.0 1485.0 1732.5 1485.01 INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 1.83 Pb= 31.28 PHI (incr.)= 0.879 0.886 0.884 0.886 Pn= 3.16 2.02 2.36 2.02 a= 0.907 0.870 0.881 0.870 Mn= 88.17 85.03 85.97 85.03 C= 1.067 1.023 1.036 1.023 Icr= 31.04 30.38 30.58 30.38 ULTIMATE DEFL- 8.22 8.17 8.18 8.17 Mu@MDHT= 70.53 61.65 44.31 42.16 Mu@TOP= 3.52 2.26 2.64 2.26 ALLOW.SERV.DEFL. 2.16 19- 381.08 Mcr= 28.79 CRACKED DEFL.= 0.25 NOMINAL DEFL.= 9.36 9.22 9.26 9.22 Ms@MDHT(SEIS)= 36.57 Ms@MDHT(WiND)= 25.88 Ms@TOP= 2.51 SERViCE DEFL. @ MDHT= 1.442 1.489 0.224 0.224 SERVICE DEFL. @TOP= 0.022 0.022 0.022 0.022 DESIGN SUMMARY: PHi'Mn= (in'k) 77.47 75.36 76.00 75.36 Mu @ MID-HEIGHT= (in'k) 70.53 61.65 44.31 42.16 OK Mu @ TOP- (in*k) 3.52 2.26 2.64 2.26 OK ALLOW.SERV.DEFL (in) MAX. SERV. DEFL= (in) O.O4rc= 0.12 ksi SERV.LD.STRESS= 0.02 ksi O.G*(RHO balance)= 0.0128 RHO(stee1 ratio)= 0.0094 Pb= Pu= 2.16 2.16 2.16 2.16 1.44 1.49 0.22 0.221 OK I OK I OK 31.28 31.28 31.28 2.78 1.79 2.08 NOWAK-MEULMESTER & ASSOCIATES STRUCNRAL ENGINEERS 6830 Oberlin Drive, Suite 200 San DIEDO. California 92121 I6191 466-6681 [$A *- PANEL "3 36 I- 27' .......................... ~~~ ~ ~~ ......... ~ ~~ . . ~ . ~~. .~ ..~ .................... ............. .. ..... ..... ~~ ~ ~ ~~ ~ ~~~ ................. ....... - ............. .......... 14' ~. ..... -. .- -. ......... .-. .... .__- .~ ..... . ......... . . ~.~ ~~ ............... ~. ... ~ ~~ ......... ...... . .~ ~~ . ~~. ~. . ~.. ......... .... c-I, .. .... ........................... ~:. ... - ..... , ......... - ............ i-.~ ...... . .. ...... ... .... ................... .......... .... .... ............ .. ;..~ .............. I ................ 1. ............ I-_ ....... ..... ... . ..... .. ....... .. .~ . ~~~. ...... -. .. . .-. ~~j(~',~hi)~~-\r-,~~~..~.- I_._..._._....L._______ ;_____I : . ,. w-,,, ?; ,I-. +L : ;. ~_ji~ .& ....... (f3)(Tt,?)( c $>;)_~ - -;.: Tp,~ I~ ~F . ............. ~. ~. . ~, .. ~~ ... I. ................ 2- p,c--~ ..% ' j --d.- .~ =.... ;5-.*.Y i---_--.- ! __.._..._..._......._I_.__.-..__._ L .................... ....... .-.. . ~~ 0 .~ = ................. .... ................. .... ~- ..... ! ...................... ,, .I ,~_~___ .. .. ~ ~ .. .............. .~ - . . - ~~~ ~~ ~~ ~ 0.- - * ,. ........................ ........... i~ , ~~ .~ ~~ If :.:.. ~.~:-:~ ..:. : ~ .. . ... ~ .~ ~. . ., ~~ 1 .... ............ , ~~ . . ~ .~ ~. ~, ~~ . ~~ I ? : I .. = f7,2'3 .! .~ . c OWAK-MEULMESTER & ASSOCIATES I- TILT-UP PROGRAM == Version 1.02 (1/8/91) (9/12/95) PROJECT: CRC - Lot 59 LOCATION: Panel # 3 - Pier A & B JOB NO: 96-124 10/29/96 4: 19 PM INPUT DATA: 3q 150.00 pcf STEEL AREA (INWF 0.28 inA2/ft CONC WT= ERVIC .75( 1.4D+ 60.00 ksi THICKNESS= 8.00 in fY= REVEAL DEPTH= 0.75 in f c= 3.00 ksi STEELDEPTH- 5.44 in beta 0.85 WIDTH(b)= 12.00 in Es= 29000.00 ksi SPAN(lc)= 27.00 R Ec= 3321 ksi 10-#5 I PMET HT= 3.00 R n= 8.73 LOADS: (plf) LOAD 1.4(D+L+E) 0.9D+1.4E 1.7L+l.W) 0.9D+1.3W ~~ ~ DEAD LOAD (ECCi I 568.00 I 795.20 511.20 596.40 511.201 WIND LOAD WALL LOAD LIVE LOAD (Ecc. j I 0.00 I 0.00 0.00 0.00 0.00 AXIAL DEAD LOAD I 1185.00 I 1659.00 1066.50 1244.25 1066.50 31.60 N/A N/A 40.29 41.08 1650.0 2310.0 1485.0 1732.5 1485.0 ~~~ ~~ ~ O.OO N/A I 0.00 0.00 0.00 I 4;::: I 58.24 58.24 N/A AXIAL LIVE LOAD SEISMIC LOAD CALCULATIONS: ab= 2.74 P b= 66.94 PHI (incr.)= Pn= a= Mn= C= ICF ULTIMATE DEFL= Mu@MDHT= Mu@TOP= ALLOW.SERV.DEFL. 2.16 lg= 381.08 Mcr= 28.79 CRACKED DEFL.= 0.25 NOMINAL DEFL.= Ms@MDHT(SEIS)= 51.91 Ms@MDHT(WIND)= 44.04 Ms@TOP= 4.26 SERVICE DEFL. MDHT= SERVICE DEFL. @TOP= 0.863 5.52 0.729 103.25 0.858 68.42 4.29 87.11 5.96 0.877 0.873 3.49 4.09 0.663 0.683 97.33 99.10 0.780 0.803 64.68 65.83 4.34 4.33 78.91 61.75 3.83 4.47 4.97 4.96 4.96 1.714 1.836 1.270 0.037 0.037 0.037 0.877 3.49 0.663 97.33 0.780 64.68 4.34 60.14 3.83 4.96 1.296 0.037 DESIGN SUMMARY: PHI'Mn- (in'k) 89.16 85.31 86.48 85.31 Mu 61 MID-HEIGHT= lin*kl 87.11 78.91 61.75 60.14 OK Mu 6 TOP= iin*kj 5.96 3.83 4.47 3.83 OK ALLOW.SERV.DEFL (in) MAX. SERV. DEFL= (in) O.O4fc= 0.12 ksi SERV.LD.STRESS= 0.04 ksi 0.6*(RHO balance)= 0.0128 RHO(stee1 ratio)= 0.0043 Pb= Pu= 2.16 2.16 2.16 2.16 1.71 1.84 1.27 1.301 OK OK OK OK 65.94 66.94 66.94 3.11 2.00 2.33 NWAK-MEULMESTER & ASSOCIATES STRUCTURAL. ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Diego, California 92121 (6191 466.6681 BY CQT DATE lo/Z9/?L PROJECT CRC - LOT 29 SHEETNO. 40 OF FANG' DFSKb..~ : ............... JOB NO. q 6 - (24. ....... . ... 30.0'- 25.0'- IS ' 4' -. .... ....... - Lo 30 Sosrrc _. ........... r., .. - NOWAK-MEULMESTER ASSOCIATES == TILT-UP PROGRAM == Version 1.02 (1/8/91) (9/12/95) PROJECT: CRC - Lot 59 LOCATION: Panel # 12 - Pier A 8 B JOB NO: 96-124 10/29/96 1:lO PM INPUT DATA: 4l STEEL AREA (INWF 0.47 inWR CONC WT= 150.00 pcf SERVICE LOADS: (plf) LOAD 1.4(D+L+E) THICKNESS= 8.00 in fY= 60.00 ksi REVEAL DEPTH= 0.75 in PC= 3.00 ksi STEELDEPTH= 5.06 in beta 0.85 .75( 1.4D+ I 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W WIDTH(b)= SPANllcl= DEAD LOAD (ECC) LIVE LOAD (ECC.) AXIAL DEAD LOAD AXIAL LIVE LOAD SEISMIC LOAD WIND LOAD WALL LOAD 12.00 in 28.00 R 312.00 436.80 280.80 327.60 280.80 0.00 0.00 0.00 0.00 0.00 1700.00 2380.00 1530.00 1765.00 1530.00 0.00 0.00 0.00 0.00 0.00 47.77 66.88 66.88 NIA N/A 37.20 N/A N/A 47.43 48.36 1600.0 2240.0 1440.0 1680.0 1440.0 Es= Ec= 29000.00 ksi 14-0" PIER] 3321 ksi ~ ~ PARA~ET HT= 2.00 R n= 8.73 CALCULATIONS: ab= 2.55 ~~ P b= PHI (incr.). Pn- a= Mn= C= Icr- ULTIMATE DEFL= Mu@MDHT= Mu@TOP= ALLOW.SERV.DEFL. lg= Mcr= ~ ~~ 49.69 0.861 0.875 0.871 0.875 5.87 3.71 4.35 3.71 1.113 1.043 1.064 1.043 145.01 139.52 141.16 139.52 1.310 1.227 1.252 1.227 77.07 74.65 75.38 74.65 5.74 5.79 5.78 5.79 109.31 98.53 78.91 76.75 3.28 2.11 2.46 2.11 2.24 381.08 26.79 CRACKED DEFL.= 0.27 NOMINAL DEFL.= 6.66 6.62 6.63 6.62 Ms@MDHT(SEIS)= 61.74 Ms@MDHT(WIND)= 53.01 Ms@TOP- 2.34 SERVICE DEFL. @ MDHT= 2.081 2.158 1.639 1.657 SERVICE DEFL. @ TOP= 0.022 0.022 0.022 0.022 DESIGN SUMMARY PHI'Mn= (in'k) 124.89 122.09 122.94 122.09 Mu a MID-HEIGHT= (in'k) 109.31 98.53 78.91 76.75 OK Mu 6 TOP= iin*kj 3.28 2.11 2.46 2.11 OK ALLOW.SERV.DEFL (in) MAX. SERV. DEFL= (in) O.O4Pc= 0.12 ksi SERV.LD.STRESS= 0.04 ksi 0.6'(RHO balance)= 0.0128 RHO(stee1 ratio)= 0.0077 Pb= Pu= 2.24 2.24 2.24 2.08 2.18 1.64 OK I OK I OK 49.69 49.69 49.69 49.69 I 2.68 1.72 2.01 1.72 OK .' .... v,::..:.. .. . ~... .. -- i . __ NWAIGMEULMESTER & ASSOCIATES STRUcrURAL. ENGINEERS 6830 Oberlin Drive, Suite 200 San Dieoo, California 92121 I6191 466-6681 27' - NOWAK-MEULMESTER 6 ASSOCIATES == TILT-UP PROGRAM == Version 1.02 (1/8/91) (9/12/95) PROJECT: CRC - Lot 59 LOCATION: Panel # 17 - Pier AB B JOB NO: 96-124 10/29/96 5:09 PM ERVIC LOADS (Plf) LOAD 1.4(D+L+E) O.QD+l.4E .75(1.4D+ I 1.7L+1.7W) 0.9D+1.3W DEAD LOAD (ECC) LIVE LOAD (ECC.) AXIAL DEAD LOAD AXIAL LIVE LOAD SEISMIC LOAD WIND LOAD WALL LOAD 683.00 956.20 614.70 717.15 614.70 0.00 0.00 0.00 0.00 0.00 3153.00 4414.20 2837.70 3310.65 2837.70 0.00 0.00 0.00 0.00 0.00 65.30 91.42 91.42 ' N/A N/A 46.50 N/A N/A 59.29 60.45 1650.0 2310.0 1485.0 1732.5 1485.0 45 INPUT DATA: STEEL AREA (INWF 0.65 inWR CONC WT= 150.00 pcf THICKNESS= 8.00 in tv= 60.00 ksi REVEALDEPTH- 0.75 in Pc= 3.00 ksi REBAR: STEELDEPTH= 5.44 in beta 0.85 WIDTH(b)= 12.00 in Es= 29000.00 ksi 3'4 PIER SPAN(lc)= 27.00 R Ec= 3321 ksi PARAPET HT= 3.00 R n= 8.73 _. Pb= PHI (incr.)= Pn= a= Mn= C= ICF ULTIMATE DEFL- Mu@MDHT= Mu@TOP= ALLOW.SERV.DEFL. MCF CRACKED DEFL.= NOMINAL DEFL.= Ms@MDHT(SEIS)= Ms@MDHT(WIND)= lg= . 44.74 0.841 9.13 1.573 207.41 1.850 112.89 5.09 142.64 7.17 0.862 5.73 1.462 200.23 1.720 108.86 5.22 128.06 4.61 0.856 6.73 1.494 202.39 1.758 110.06 5.18 97.37 5.38 0.862 5.73 1.462 200.23 1.720 108.86 5.22 94.19 4.61 2.16 381.08 28.79 0.25 80.63 65.26 6.05 6.06 6.06 6.06 MS~TOP= ' 5.12 SERVICE DEFL. @TOP= 0.044 0.044 0.044 0.044 SERVICE DEFL. @ MDHT= 1.932 2.005 1.469 1.484 DESIGN SUMMARY. PHI'Mn= lin'k) 174.46 172.63 173.21 172.63 Mu @ MID-HEIGHT= iin*kj 142.64 128.06 97.37 94.19 OK Mu @TOP= (in'k) 7.17 4.61 5.38 4.61 OK ALLOW.SERV.DEFL (in) MAX. SERV. DEFL= (in) 0.04r-c= 0.12 ksi SERV.LD.STRESS= 0.06 ksi 0.6*(RHO balance)= 0.0128 RHO(stee1 ratio). 0.0100 Pb= Pu= 2.16 2.16 2.16 2.16 1.93 2.01 1.47 1.481 OK OK OK 'l::: I OK 44.74 44.74 44.74 3.27 2.10 2.45 .. . .. . :... , . . .. - NOWAI(-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Diego, California 92121 (61s) 466-6681 ... . , L OWAK-MEULMESTER & ASSOCIATES == TILT-UP PROGRAM =I Version 1.02 (1/8/91) (9/12/95) PROJECT: CRC - Lot 59 LOCATION: Panel # 18 - Pier B JOB NO:96-124 10/29/96 1 : 11 PM INPUT DATA: & STEEL AREA (INA2/F 0.47 inA2/R CONC WT= 150.00 pcf THICKNESS= 8.00 in fY= 60.00 ksi REVEAL DEPTH= 0.75 in Pc= 3.00 ksi m ERVIC LOADS: (plf) LOAD 1.4(D+L+E) STEEL DEPTH= 5.44 in beta 0.85 I 9-#5 I .75( 1.4D+ I 0.9D+1.4€ 1.7L+1.7W) 0.9D+1.3W WIDTH(b)= 12.00 in Es= 29000.00 ksi 16-0" PiERl SPAN@)= 27.00 R Ec= 3321 ksi PARAPET HT= 3.00 R n= 8.73 DEAD LOAD (~cc j LIVE LOAD (ECC.) AXIAL DEAD LOAD AXIAL LIVE LOAD SEISMIC LOAD WIND LOAD WALL LOAD 614.25 859.95 552.83 644.96 552.83 0.00 0.00 0.00 0.00 0.00 2625.00 3675.00 2362.50 2756.25 2362.50 0.00 0.00 0.00 0.00 0.00 59.42 83.19 83.19 N/A N/A 41.85 N/A N/A 53.36 54.41 1650.0 2310.0 1485.0 1732.5 1485.0 DESIGN SUMMARY PHI'Mn= (in'kl 136.61 133.17 134.23 133.17 MU MID-HEIGHT= iin*kj 126.84 114.36 65.52 82.88 OK Mu @TOP= (in'k) 6.45 4.15 4.84 4.15 OK ALLOW.SERV.DEFL (in) MAX. SERV. DEFL= (in) O.O4Pc= 0.12 ksi SERV. LD. STRESS= 0.06 ksi 0.6*(RHO balance)= 0.0128 RHO(stee1 ratio)= 0.0072 Pb= Pu= 2.16 2.16 2.16 2.05 2.15 1.50 :::!I OK I OK I OK 55.54 55.54 55.54 3.17 2.04 2.38 ... ~ .2. NOWAILMEULMESTER & ASSOCIATES STRIJCNRAL ENGINEERS 6830 Oberlin Drive, Sum 200 Sen Diego, California 92121 IS181 466-6681 ~. BY CQT DATE /O/Z'?,/q& PROJECT cc- l-07 59 SHEETNO. "4 OF FA AIJfL... bE516d L 1 - JOBNO.. 96 ........ ... . ....... ..................... - /2+ ........ 30' 13.5' __ 13.5' ~ ......... , . ~~~ .... .. ........... ................... -, ......... .~. ., .. . . ~~~. ~ ~~ i .. I ,. . ~~ ~. ~ __ .............. .... . ~ ~ ~~ .. -. .... .! i ........ ..- , ....... ,. ~~ ~ ,, ~. ~ ~. .. ............. .... r NOWAK-MEULMESTER 6 ASSOCIATES == TILT-UP PROGRAM == Version 1.02 (118191) (9/12/95) PR0JECT:CRC - Lot 59 LOCATION: Panel # 19 - Pier A JOB NO: 96-1 24 lOR9196 2:03 PM INPUT DATA 47 STEEL AREA (INWF 0.31 in"2M CONC WT= 150.00 pcf 60.00 ksi REVEAL DEPTH= 0.75 in fc= 3.00 ksi mEEzTl THICKNESS= 8.00 in fY= LOADS (plf) STEELDEPTH= 5.04 in beta 0.85 I 2-#5 I SERVIC .75(1.4D+ I LOAD 1.4(D+L+E) 0.9D+1.4E 1.7L+1.7W) 0.9D+1.3W WIDTH(b)= SPANflc\= 12.00 in 13.50 R Es= Ec= 1zo" PIER! 29000.00 ksi 3321 ksi - PARA~ET HT= 3.00 fi n= 8.73 2088.90 2437.05 2088.90 1 DEAD LOAD (ECCi 12321.00 I 3249.40 LIVE LOAD (Ecc. j I 0.00 I 0.00 0.00 0.00 0.00 AXIAL DEAD LOAD I 7125.00 I 9975.00 6412.50 7481.25 6412.50 ~ 0.00 0.00 0.00 0.00 140.56 140.56 NIA NIA 1 NIA NIA 201.58 205.53 AXIAL LIVE LOAD SEISMIC LOAD WIND LOAD ~ .~ ~~~ ~ WALL LOAD I 975.01 1365.0 877.5 1023.8 877.5 I INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 2.54 Pb= PHI (incr.)= Pn= a= Mn= C= ICF ULTIMATE DEFL= Mu@MDHT= Mu@TOP= ALLOW.SERV. DEFL. lg- 58.98 0.788 0.828 0.818 0.828 18.51 11.33 13.41 11.33 1.213 0.978 1.046 0.978 138.34 120.17 125.60 120.17 1.427 1.151 1.231 1.151 74.69 67.70 69.86 67.70 1.20 1.21 1.21 1.21 68.15 57.61 77.46 75.37 24.37 15.67 18.28 15.67 1.08 381.08 MCF 28.79 CRACKED DEFL.= 0.06 NOMINAL DEFL.= 1.52 1.46 1.48 1.46 Ms@MDHT(SEIS)= 43.03 Ms@MDHT(WIND)= 63.18 Ms@TOP= 17.41 SERVICE DEFL. @ MDHT- 0.252 0.280 0.566 0.589 SERVICE DEFL. @ TOP= 0.038 0.038 0.038 0.038 DESIGN SUMMARY: PHI'Mn= (in'k) 109.04 99.51 102.51 99.51 MU MID-HEIGHT= iin*kj 68.15 57.61 77.46 75.37 OK Mu @TOP= (in'k) 24.37 15.67 18.28 15.67 OK ALLOW.SERV.DEFL (in) MAX. SERV. DEFL= (in) 0.04fcr 0.12 ksi SERV.LD.STRESS= 0.12 ksi 0.6'(RHO balance)= 0.0128 RHO(stee1 ratio)= 0.0051 Pb= Pu= 1.08 1.08 1.08 1.08 0.25 0.28 0.57 0.591 OK I OK I OK 58.98 58.98 58.98 58.98 I 4.61 2.97 3.46 2.97 OK NOWAK-MEULMESTER & ASS0CIATF.S STRUCNRAL ENGINEERS 5830 Oberlin Drive, Suite 200 Sen Dieoo. California 92121 (6191 465-6681 - 13.5' U . -. i x 4. r NOWAK-MEULMESTER 6 ASSOCIATES = ~LT-UP PROGRAM Version 1.02 (1/8/91) (9/12/95) PROJECT: CRC - Lot 59 LOCATION: Panel # 19 - Pier B JOB NO: 96-124 10/29/96 2:23 PM INPUT DATA: 47 STEEL AREA (INWF 0.31 inA2/ft CONC WT= 150.00 pcf 60.00 ksi REVEAL DEPTH= 0.75 in ?C= 3.00 ksi -1 THICKNESS= 8.00 in fY= LOADS: (PI0 DEAD LOAD (ECC) AXIAL DEAD LOAD ECCENTRICITY (in) LIVE LOAD (ECC.) STEEL DEPTH= 5.04 in beta 0.85 WIDTH(b)= 12.00 in Es= 29000.00 ksi SPAN( IC)= 13.50 n Ec= 3321 ksi PARAPET HT= 0.00 n n= 8.73 !SERVIC~ I I .7511.4D+ 1 I LOAD 1.4(D+L+E) 1 0.9D+1.4E 11.7~+l.Nv)I 0.9D+l.3W 7.50 - - - - 4463.00 6248.20 4016.70 4686.15 4016.70 0.00 0.00 0.00 0.00 0.00 ##W## 17949.40 11538.90 13462.05 11538.90 AXIAL LIVE LOAD 0.00 0.00 0.00 0.00 SEISMIC LOAD 1 9::i:l 131.88 131.88 N/A WIND LOAD 158.10 NIA NIA 201.58 205.53 WALL LOAD I 675.0 I 945.0 607.5 708.8 607.5J INCLUDE LIVE LOAD IN SERVICE LOAD DEFLECTION CALCS?(Y/N) N CALCULATIONS: ab= 2.54 Pb= PHI (incr.)= Pn= a= Mn= C= Icr= ULTIMATE DEFL= Mu@MDHT= Mu@TOP= ALLOW.SERV.DEFL. la= 58.98 0.707 0.776 0.756 35.55 20.82 24.96 1.769 1.288 1.424 174.69 143.84 153.22 2.082 1.516 1.675 91.81 76.78 80.53 1.11 1.20 1.18 87.34 70.46 94.99 46.86 30.13 35.15 1.08 381.08 0.776 20.82 1.288 143.84 1.516 76.78 1.20 90.60 30.13 Mm= 28.79 CRACKED DEFL.= 0.W NOMINAL DEFL.= 1.57 1.54 1.57 1.54 Ms@MDHT(SEIS)= 54.60 Ms@MDHT(WIND)= 79.35 SERVICE DEFL. @ MDHT= 0.328 0.394 0.673 0.713 Ms@TOP= 33.47 SERVICE DEFL. @TOP= 0.110 0.122 0.119 0.122 DESIGN SUMMARY . PHI*Mn= (in'k) 123.57 111.64 115.76 111.64 MU @ MID-HEIGHT= (in*kj 87.34 70.46 94.99 90.60 OK Mu @ TOP= (in*k) 46.86 30.13 35.15 30.13 OK ALLOW.SERV.DEFL (in) MAX. SERV. DEFL= (in) o.wrc= 0.12 ksi SERV.LD.STRESS= 0.21 ksi 0.6*(RHO balance)= 0.0128 RHO(stee1 ratio)= 0.0051 Pb= PU' 1.08 1.08 1.08 0.33 0.39 0.67 OK I OK OK 58.98 58.98 58.98 7.19 4.62 5.39 "\ L i .. -- - .i NOWAIGV & ASSOCLATES - STRIJCIVRAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 I6191 466-6681 LNE @ rwer 30' Ill I I I- . . . . ~. .~.. ~..~ ~ ... , . ,.. . .~. . .. . . . .~ ... . .~ . .~~~ .. NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL AND CIVIL ENGINEERS MW DATEj?.I?~kPROJECT CRC. LOT 57 SIIEET NO. LOP- SI-I~A+ALL? JOB NO. ......... ... - ........ ............ ...... _. ...... ......... ............................. -~ ...... __ ....... ................ ~. . . ... .... ........ ...... ___ .. ............ ....... ... ..................... .. ~ . - ................ ...... .. .... - .. .. -. d & ASSmwTJ?.~.. .......... ...... - ......................... ._ 6830 Oberlin Drive, Suite 200~ ...... .- . ~ ~. ~~ ~~ ~ ..... STRUCNRAI. ENGMEERS San Dieno, Caliornia 92121 ~ ~ .~. . (6191 456-6681 ........ ..... ... . . . ~~ 57- .~ ~ ~ . ~ ~.~ ~ .. ..... SHEETNO. -1 . OF ~. ~ ~ ~ . OBNO .... q6---/24 2 - 759::. "-' L& ........................... ~. . ~ .~ ............ BY C&T DATE 5tlWAR .. WArrs ........ ........................ ... ~. ~ .~ . ._ . ___. . ....... .................... -~ ...... I41 I I I. ~. .... .... ... ........... ...... -~.&,,%.. . _._.__I_ ~ .. .. .-m .- ........ rwt'L ....................... .. ........ ............ ~~. ~~ ..... . ~.~ .~ .. - .. - . - .. ~ . - . __ ........ . - .... -. . ~~ ~ .... ........ .......... __ .~ ~. ................ ......... ............ n 12 4- Ti. ............... ... . ........................ __ __ -_ __ .___ - - . ......... - ............ ...... ...... _. .... * ....... - .. _- ._ ........... ., 7 . ~ ~~ ... .................................. ..................... ........ ..A. :.[4.L .... 1 . . ~. .. If.- ZISC CSG LA e. . ........ .. ... -. ...... NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL AND CIVILENGINEERS SIIEET N0.L OF- BY MWO DATE I'~-\?.~~PROJECT LOT 5q JOBNO. 94 -1W ... -- ..... -. .............. ..~~. .~ ....... ~. ... ,..:- NOWAK-MEULMESTER & ASSOCIATES .. . SFRUCTURALM'D CIVIL ENGINEERS BY MWD DATE I?-12-9&PROJECT 5'1 SBEET NO. 5.30~- blE224tllNE aEAQW@ JOBNO. qb - \14 .......... .. .. : . L NOWAK-MEULMESTER & ASSOCIATES .- STRUCTURAL ENGINEERS 6830 Oberlin Drive, Sulfa 200 San Diego, California 92121 16191 466-6681 ~ .~. ~ ~~ ~ ~~ ~ ~~ .~ .. ....... ..... ~ .~ . . ~~ ~ ~~ ~ ~. ...................... , __ ........................................ ~~ ...... .~ ~ ................ ........ .............. - ...... ..... .~ ~~~~ ~~ __ ......... ............................. ......... .>~ ........ ................... .................... ...... ~~ ....... .. ...... ....... .. .-...........d ... .... ~~~ ~ . ~.~~ ~ . . ~.~- !~~ ........ .. ............ >.~ .~ ~ ~. ..... ............. ..., ~ ~. ............. -~~~ .................... ~ ~ .~ ;- ~~~~~ ~ . ................................... ~~ !~ ~ '' -. ............. ... ....... ... . ..___I___._____.__..__.._.__.... ........................ __ i ............ ~~ ............................................... ....... ............ ............. .. ...... . .............. , .. . ~ ... -.~~~j~~ ~~. .~ ~ ~~~ .... ~~ .~.~ ......... ..... ... ~~ . .~~ .............. ...... ........... . _ .................. ....... li ................ ..... .... L ................................. ...{ .... ..... :.. 1 ........ ... I j 'I I.,. ........... ....- - ~7; ,S .f ~~~~~~~.~~.----~~-~~---~-~~:--..------~-,~- L~ ~ ~. , I i .. L + :~.-;.:-;~.~--~ ................. ~:. ... j .... .., .... .-i~. : .. -;~ ...... 1.';~~ : . , L . . 'j ') ;... LI~. . .~ ..~ ~. . ~ Vb. = s.09 lk-.. Cici'A , . ~~ -: . . ., i .... i ............. ,~ . .~ i-: , ,, I~ , . . ~ I !Y ! ~~. .~ ... .. , ...... .,. ..... ., ......... .. . .., .............. ..... ... ..... .~ ~. ... .... J 'I- ._ .- NOWAK-MEULMESTER & ASSOCIA" STRUCTURAL, ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Dieoo, California 92121 (619) 466-6681 ... . ~. . ..... . . %.&. - -. .. '. j N(JWAK-MEULMETER &ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Dingo, California 92121 I6191 466-6661 .-i ....... .... .. ....... .- . .. .. ...... ........ ~~~ .. .... ~. ~. ........... ...... ...... .. ...~ .., ;., . '.:, NOWAIG-TER &ASSOCIATES STRUCTURAL MGINEERS 6830 Oberlin Drive, Suite 200 San Dieao. California 92121 18191 466-6681 YflA .. . ... r ..-. ........ NWAK--TER & ASSOCIATES - - STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Dieoo, California 92121 I6191 466-6681 - 1 L ............ ................................ .............. .- - .......................... ~..~.____.__I__ __ ......................... ~- __ ~~~ ~. ~~~~ ~ ~~ %EL ZS,Z~.;~O ~::r~~!~:-: :-.:~::~.II:~,. .-~ ~~:~:~:~ ~ ~ .. .~ .............. -~ ........ .......... ~~ ~ ~ ........... ... ........ 4'3 WALL ............. . .. ~~ =~ 6,+u z0. ~. . +- A+',, ...... .~ ........ . ~. ~ ~~ ~ ....... .......... ~. .... .... ..... ...... ......... ~~ .......... . ..., .~ .... ... . ......... .:. ........ ~_.~._~.R.~=-~.0..f5~_--1._-I---~..-._ I. : :-.:L;i::-:::.i-:!- WEIGHT OF PANEL: ~~ ...... ................. ............. .. ........ .~ . ~ ~~ ..... .. ~..~ . ~. ....... . .. ... .- .- ~~ ~ ..... .~ ........... ~ ,~~_ ~~,-~ .......... .............. .. ~ ~~~ ~~ ~ ................. ............... r.-. . . ............... .. ~ ~. ~ ~ ~ ~~ ~~ ~. ~~ ..... ......... ........ ~. ~ ~. ~ ~~~ .. .. .. __.__I__. ..... .................. ........ .~ ...... ~. ~ .................................. ~.. ~ ~~ ~.~. . ... ~~ . .. ~~~ . ~. .~~~~ .~~ ~ ~~~~~. .~ .~ ~ ~ ~ ~~~ . ~~ ....... .. ....................... .... .~ . . ~~ ~ . ~. . ..... .. . , -~,- ~. . ~..~ ~ .~~ i .~ . . ......... . . . ~, ! ~~ ~ ~~ ....... - !' ............. ~~. , ~ .. ~ . , .. .. ,~ ~~ . . ; ' .......................... .~ .. . ~~ ~ . .~ ~ ........... : ,- 1'~~~. : ,.' , ,, ... ..... .... ......... ...... ... ..... i~~_l~..i..~_.~L.I..I .! ~~, ~, : .... , 1, ...... ...... ......... ..... ............. 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(r'3 OF NCFA'AK-MEULMESTER &ASSOCIA" STRUClWR4LENGINuERs 6830 Oberlin Drive, Suite 200 Sen Dieoo, California 92121 1619) 466-6681 y$A SHEETNO. 64' OF BY COT DATE ll/7/?6 PROJECT LRL - Lr S4 ...... ................. ......... .................... JOB NO. -46 -. /2 ~. - -~ 0.0-9:~. .......... ....... -'8 . ~~ ~ .. ~~ .. ~~ .......... .. f~~ . -. ., .... ........ ............ ~~ , ................ ~~ ~. ~~ -- NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL. ENGXNEERS 6830 Oberlin Drive, Suite 200 San Dieoo, California 82121 (61 8) 466-6681 BY CQT DATE 11/7/96 PROJECT CRC- COT 59 SHEETNO. (,q OF ..... ........... ....... .... SHHK.~ lJALL JOBNO. 96 - 124.. LINE 0 QANEL *9 * . ~. ~ ~~ ~ ... ................ UElCl(7 OF ... -.- ........... ~ ~~ .. ....... ~ .................... . ~~~ I.~ ~~ ~ .. ~ 1 ...... ... ~~ i-.' ........................... ............... ... ................... .~___I . ~~~ ~ .~ .. .,.. ...... ~ ~~ ~ .~ ~.~~~ ~ ~. ............... . ~. ~. ...... ! , .............. .. ~~ .~ . . i. . ~. ~~ ~. ~~. ~. . ~ .~ .......... . .,_ ........ ~- .............. .. ....I__._I___ NOWAK-MEULMESTER & ASSOCIA" STRUCNRAL ENGINEERS 6830 Oberlin Drive, Suite 200 San DieQo, California 92121 (6191 466-6681 BY CQT DATE 1/7/96 PROJECT CRC - LDT 59 SHEETNO. bb OF- L J .. . . ,~ . . . - . . . .. .. .~ ~ ~ . .. . 7 NOWAKMEULMESTER & ASSOCIATES STRUCIIJRAL ENG- 6830 Oberlin Driva, Suite 200 San Oieao, California 92121 (6191 466-6681 ............ . NWAK-MEWTER & ASSOCIATES STRUCTURAL. ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 1619) 466-6681 BY C@T DATE ll/ll/~6 PROJECT CRC - LT 59 SHEETNO. 6% OF JOBNO. 46 - I24 __ _. - Foorr WGS - ....... ~~ ~+ 63.6: ~~ . .... ........ ~- ........... ~ ~. . .- ... ~~. .. .. - ..... . . - .~ ... - NOWAKMEULIUESTER & ASSOCIATES .. STRUcrURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 92121 I6191 466-6681 ... ~~~~ ~ .. ~~~ ~ . ~~~~ ~~ ............... ................... ...... * ~~-..~.~ ...................................... 'b .394 - - /oii---:-1t:gs ~~ ............ ... ..... ...... ~~ ~ .... ~ ......... ~~ ........ - ~, ~~ . ~~ ~. .................. . .... . ~~ ~ I ~ ~~~ ~~~ ~ ~ ~~ ~ ~ ~~~ ~~~~~~~ ~~~ ~~ ~. ~~ ~.~. ~~ ~ ~~~~~ ~ ~. - ~. ~~ . .......... .................. ~ ~ .~ ~ ~ ~ ~ .~.~ . .~ ~ ~. ...... ~~ ~~ ~.~ ... -~ ~ ~~ ~~ .. .. ~~ ~~~~ ~ ~ . . ~~~ ...... ~~ .. .... ~~ ~~ ~ .. vc - 7.1s L vb ..-?-_4,0_'.~ - s&~-~ 2 & I- -7-7 ;~..-;_-~: !L+.i ..l ;~--~ ~ Lsr, ~ LlMr; 4~~.&L). (_ . -L' &I& . ~ ~~ ~ . .~ . ~~. ............... . . .................... ....... ....... ~ ~~ ~~ .. .... ....... ...... ..... ~ .......... _. ..... .L!.Z - I~ ~~~ .~;~ : ....... ...... .. .............................................. . ... ......... ........ . ~~f~ ....... -- ........... ... , +-. ,t ,, .. ......... . ...................... ....... ~* ........ , ~~~ ........... ............ .~ .~ , .~ .~. ~. . ., ,~ . . ~- ~~ ............... .... ............... ......... - .. 'bc ,+- , . ~. .> ', ~ ... ........ .... ................ I y- ~ ~~~~~ . ~ .. ,, .~ . , , ~~. . ~. - ... ! .................... ..,. ~. - .~IA ..... .... ...... ..... ..... ................ . ~ ~~ ~~ ............... -i..L ,, ................. A__-__ . . .... ~. . .... .... .... .. , L.~ .. r ........... .. -. ~~ ~ - ...... . ., .~ 1 ;- ,. .. ................... ~ ~~. ~ ~ ~~ .. .. ~. NOWAK-MEULMESTER & ASSOCIATJ3 - STRUCruRAL. ENGINEERS 6830 Oberlin Drive, Suite 200 San Dieao, California 92121 161 D) 466-6681 LINE 0 ... ...................... -~ .... ....................... ~ ~~ . ~~ . .~ .... -~ ......... ~ . . .~ ~~~~ ~- .... ............ ~~ ~ .............. PPtGL 6 : ~ ~ '-.' .. . ....... -~ ...... .- ...... -. ............ 0.987 ........... .............. ~ .~ ~~ ~ . ........... . - .... ....... .... _. ............. ....... -. . ~~~ ., ......... ~ ~~ ........ ................... ~~ ~~ ~ - ~.. ..... .. ............. , , ...... __ ... ~, .. . .~ ,, , ........................ ~ ~, ~~~ ~ .~ ~ .~ ~~ ~. ... , ...... ~, ....... , ........ .. . ~~ ~ ... ......... i ............ .. ...... ..... ~ ! ........ !~ - -~ ... ~~ .......... .,, ............ ... ~.~ !. .... .. ...... .. ... .... ~..V" . -., . . - .- . - NWA&mWTER & ASSOCIATES .............................. _. ~ ~~. ...... STRUCNRAL ENGmEER!s 6830 Oberlin Drive, Suite 200 San Diego, California 92121 .. (819) 466-6681 ~ ............. ~ ...... ................. ........... ............... ~. ~ .. ................... ~~. ~~.~ ~~ ~ .. ............. ................. _. .... , ~. ~ ~~ . =~ 4,65- 6,%4.1 t:3;4~1...'.: 5 5. 2C. ! ............. A,, ~: = 0. f9Z '~ 1. . ~ ... ~ ~~ ~ ~~~ ........... ..... ~. ~~. ~ . ~~ ................. ~ ... . , ....... - ... ... ... ........... I ~ ~~~ .. .............. .~ . .~ ~ ~ .............. -_ 1 ........... ........ ..... ....... .... L ..... ~. ...... ... !~~... ..... .... ....................... ..... ~~~~~~ . ..... 1L. ;I ., ., , ;I ... :. ..j . ~i ....... i '.~:~~: ... i ......... ,. ~. ...... ~..~ .......... >..~ ........... '7 ~ -' ....... ............. ~l~-~ !, . ,. ..... .................. .~ .~ . .. ....... , ,, .~ .~. ., . . , .~ . ~ ,.~ . .. ~~. . ,. ... ...... . , - , ! ,, .~ : . . ~. ~. ........... -. ....... .. - ................... .......... .. .~ . NOWAIGMEULMESTER & ASSOCIATES STRUCNRAL ENGINEERS 6830 Oberlin Drive, Suite 200 San DieQo, California 92121 1613) 466-6681 ,. BY DATE 1f/6/96 PROJECT' CRC - SHEETNO. 1- OF 53 ... ....FoarrEJc; s. .................. ........ - .. -- ......... JOBNO... . .96-(29 ........... - .......... .. . . ~~~ .......... . .... .. ....... . .~ ~~ ~~ ~. .~ ............. ....... . ~. ~ .. ~ .................... . ~ ~~~~ . I NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Disao, California 82121 (618) 466-6681 JOBNO: 96 - /2+ -- - ~ e- I c- 2 . . .. . .. .. . .I :. i , ~, , .'.~ '' . . NOWAK-MEULMESTER & ASSOCm Sl'RUCl'URAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, Calllornia 92121 (819) 466-6681 SHEETNO. ?? OF BY CQ7 DATE (1/7/76 PROJECT CRc - LT 59 JOBNO. 96- 123- CULVFIN 5PPm- 6YrrNa---- .. . .. : .. .. ,A,. -. NUWAK-h4EULMESTER & ASSOCIATES sTRucruR4L ENGINEERS 6830 Oberlin Drive, Suite 200 Son Dieoo, California 92121 (61 B) 466-6681 SHEETNO. 75 OF- BY G2-r DATE 11/7/76 PROJECT LPC - LT 54 ........ .. .... .:. BY @T DATE i'/7(q6 PROJECT CRC - LOT s4 SHEETNO. Tb OF LLUMIU SPKFOR, 6or,nK;s- JOBNO. 96- 124 - - f- 2 .~ .~ 2.42' . 1.~ ~ ~ . ~.~ .............. ..... ............. ... ......... ~~ ~ ..... ......... .~ ...................... -. ........ , -~ .. ........ .: . c N(3wAK-MEuLMEsTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diepo, California 92121 16191 466-6681 BY CPT DATE 11/7/96 PROJECT CPC - Cor 59 SHEETNO. 77 OF CDLUhN SPRFAW 507,Iv45- - - - - __ JOBNO. 96- 124 - -- -. f- 3 .......... ~~~ ~~~ ~ ~ . ! ..... .... , .. ...... .I. ......... ~. '~~ ~ ~~~ ~ ~ ....................... ..... ~I .. ... .... .:. ~. .. .. . -. .. .- NOWAKMEULMESSTER & ASSOCIATES STRUCTURAL ENGINEERS 6830 Oberlin Drive. Suite 200 San Dieno, California 92121 (6191 466-6681 .. ... ............. .. .... ~~~~ ......... ... .... ............ . ~ . . ......... ~.~. .. .. .... . _. . . ........ .......... ............. ......... I ....... .-. .... ~~ ......... . ~~ ....... fZ. 1 'I NOWAK-MEULMESTER & ASSOCIATES STRUcllTRAL ENGINEERS 6830 Oberlin Drive, Suite 200 Sen Diego, California 92121 (6191 466-6681 ... . 0 0 I -I 36.0 inch diam. f'c = 3.0 ksi fy = 60.0 ksi Confinement : Tied clr cover = 2.38 i spacing = 10.20 in 8-#10 at 1.00% J I 1 AS = 10 in-2 Ix = 82448 in-4 Iy = 82448 in-4 Xo = 0.00 in J J J = O.O0 in @ 1993 PCA 2225 1782 $ P n k i P S -549 PCACOL V2.30 T f s=o / I I / fs=0.5fv Licensed To: Nowak-Meulnester + Assoc., San Diego, California File name: C:\WINDOWS\PCACOL\DATA\CRCMT59.COL J Project: CRC - Lot 59 Material Properties: COlUlNl Id: 3' DIA Ec = 3321 ksi eu = 0.003 in/in Engineer: fc = 2.55 ksi Es = 29000 ksi Date: 11/11/96 Time: 11:22:55 Stress Profile: Parabolic Code: ACI 318-89 phi(c) = 0.70, phi(b) = 0.90 J nakba bh&kIerness is not considered. J -1/12/ 5:19: 96 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page@ 10 Licensed to: Nowak-Meulmester + Assoc., San Diego, California c '7 I I_ - 0000000 00 00 00 00 00 00 00 00 0000000 00 00 00000 00 00 00 00 00 00 00 00 00 00 00000 00000 00 00 00 00 00 00 0000000 00 00 00 00 00 00 00000 00 00 00 00 00 00 00 00 00 00 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00 00 00 00 00 00000 (TM) Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the .- PCACOL(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCACOL(tm) program. Although PCA has endeavored to - produce PCACOL(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCACOL(tm) program. - .- 7/12/96 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page82 5:19:10 Licensed to: Nowak-Meulmester + Assoc., San Diego, California - General Information: - _-------________---- --------------______ - File Name: C:\WINWWS\PCACOL\DATA\CRCLOT59.COL Project : CRC - Lot 59 Code: ACI 318-89 Column: 3' DIA Units: US in-lbs Engineer: Date: 11/11/96 Time: 11:22:55 - Run Option: Investigation - Run Axis: X-axis Material Properties: Short (nonslender) column Column Type: Structural ~ - f'c = 3 ksi Ec = 3320.56 ksi fc = 2.55 ksi - eu = 0.003 in/in Stress Profile: Parabolic fy = 60 ksi Es = 29000 ksi erup = 0 in/in - Geometry: --------- --------- Circular: Diameter = 36 in Gross section area, Ag = 1017.88 in-2 Ix = 82448 in-4 Xo = 0 in Iy = 82448 in-4 Yo = 0 in - Reinforcement: -------------- --------_--___ Rebar Database: ASTM Size Diam Area Size Diam Area Size Diam Area - ................................................................... 3 0.38 0.11 4 0.50 0.20 5 0.63 0.31 6 0.75 0.44 7 0.88 0.60 a 1-00 0.79 9 1.13 1.00 10 1.27 1.27 11 1.41 1.56 - 14 1.69 2.25 18 2.26 4.00 - Confinement: Tied; phi(c) = 0.7, phi(b) = 0.9, a = 0.8 #3 ties with #lo bars, #4 with larger bars. Layout: Circular Pattern: All Sides Equal [Cover to transverse reinforcement (ties)] - Total steel area, As = 10.16 in-2 at 1.00% 8-#10 Cover = 2 in 7/12/96 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page33 5:19:11 Licensed to: Nowak-Meulmester + Assoc., San Diego, California - - ' Load Combinations: -----__---------_ ----------------- U1 = 1.400*Dead + 1.700*Live + O.OOO*Lateral U2 = 0.900*Dead + O.OOO*Live + 1.400*Lateral U3 = 1.400*Dead + 1.400*Live + 1.400*Lateral Service Loads: -------------- -_____-_------ c Axial Moments about X-axis Moments about Y-axis Load Load @ Top @ Bot @ Top @ Bot NO. case (kip) (ft-k) (ft-k) (ft-k) (ft-k) 1 Dead 10.88 0 85.5 0 0 Live 13.13 0 0 0 0 - Latl 0 0 0 0 0 .................................................................. - -1/12/96 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Pages4 5:19:11 Licensed to: Nowak-Meulmester f Assoc., San Diego, California L Applied Loads Computed Strength Computed/ Load P Mx P MX Applied Pt. comb (kips) (ft-k) (kips) (ft-k) Ray length 1 1 u1 38 12 0 222 706 5.896 2 u2 10 77 84 660 8.577 3 u3 34 120 197 706 5.892 ............................................................ Program completed as requested! c L c . ., . .: .~. _._ . . , NOWAK-MEULMESTER & ASSOCIATES STRUClUUL ENGINEERS 6830 Oberlin Drive, Suite 200 San Diego, California 82121 (6191 466-6681 BY CQT DATE. 11/12/96 PROJECT CPC - LT S9 SHEETNO. $( OF ......... .. &LUHhl-.fiD71Nb.S--.~ . ................................... JOB NO,..^.- 96. - ,z+ ... . ~~~. ....... .~ . ~~~~ .......... ~~~ ~~ ..................... ... ... ......... ... ~~ ~~ ... .................... ... ........... ~~ ...... --.~+ . ~~. ............ ....... .. --! -::~ ~ ~~ ~~.~ . ~~ ~~ .. ~ ~ ~ ~~ ~~~ . ., .......... .. ....... .. .......... ............. ~'~~ - -~ .~{ I~_~-~~~~.~ .- , - ~. .. ~- I. ~ ~ ~~ ~ ~. . ~ ~ ~.. , ~ ~~. ~. .~ . . ........ ._ ."_._____^___I I~~' -~~ ........l.-.. .......... .. .. ~ ..~.~ ,..~~ ....... ~,~. .....-.___..._._____I___ ...... .............. .... ........... i. ,., I ' .......... ............ ~ .- ~--:./ : 1 ,~ ' ,. .~ ~. ~ I .. ......... .... ......... ....... -~ ....... .-~ ! ~~~. i--~ . ................. .~ .......... . ~. 1 I~~' .' : ,,I . ~ . 4.. ~; .~ ' . ~. ~ .. ,~. ~ . ~,~~~. . ~,~~ ,~ ., ~..~ . .. ... . ~~ . , ........ ............ > ..... , ~ ~. ~ ,, ,..... i ~~ .~ ... . ............ ~. ~ : -! I ~ .. , .......... .. ,. , ..~ ~~ ,, ~~~ ,. ~. . ... . . .- ................ ~~ . I .... ~. ~ ~~. 3 ,. : .~ ~ ... .~ , ..~~ .~. , NOWAK-MEULMESTER & ASSOCIATES STRUCTURAL, ENGINEERS 6830 Oberlin Drive, Suite 200 San Dieoo, California 92121 (6191 466-6681 - i Y - I 619 746 9495 . FJtE NO. 462 02/19 '97 14:43 JDZCTE ESCONDIDO 619 746 9495 PAGE I - . ... . .- Mr Andy Sani Turpit and Partners Architects 6305 Lusk Boulevard. Suite 200 Sin Diego, California 92121 Via Facsimile: (619) 535-9455 Subject: Review of Structural Foundation Plans Sheets S-2.0 and S-6.0 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center Carlsbad, California Prepared by Turpit and Partners Architects '. Referenced Report: Updated Geotechnical Investigation Proposed Concrete Tilt-lip Structure Lot 59, Carlsbad Kesearch Center Carlsbad, California Prepared by Construction Testing & Engineering. Inc. dated September 23, 1996 Mr. Smi: Ar yuuc request, CTE has reviewed the referenced structural engineering plans to identify potential conflicts with the rrcomnlendarions presented in the referenced geotechnical report. It is our conlusion that the referenced documents are in agreement with recommendations presented in our referenced report. Should you have any questions or need knher information please do no1 hesitate to contact this office. Respecttiilly submitted, CONSTRIJCTION TESTING & ENGINEERING. INC CEOTECHNICAI, AND CONSTRUCTION ENGINEERING TESTING' AND INSPECTION - CONSTRUCTION %STING & ENGINEERING, INC. SAN DIEGO. CA . RIYBRSIDB, CA . WNNRA, CA . MODWO, CA . LANWLSTBR, CA . LAS YBGAS, NV . SMTI'LE. WA 2414 Vineywd Ave. 490 E. princeland Ct. 1615 PndAe Ave 3540 Oakd& Id. 42156 loth St W. 4560 S. Valley View 235 SW. 41st St Suite G Suite 7 Suite 105 Suite A2 Unit K Suite a3 Renton, WA 98055 Esmndido, CA 92029 Cumni CA91719 Oxnard CA 93033 Modesto. CA95357 lanwster. CA93534 La Vega. NV 89103 (2%) 6M12M (619) 7464955 (98) 371.1890 (805) 4866475 (209) 551-2271 (805) 7289676 (702) 795.2278 (2%) 6561265 FAX -A - Lo ENGINEERING, INC. (619) 74698t.5 Phx (98) 3712168 FAX (805) 4869016 FAX (209) 551-3593 FAX (805) 72b%76 PAX (702) 726485 FAX - UPDATED GEOTECHNICAL INVESTIGATION LOT 59, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA PROPOSED CONCRETE TILT-UP STRUCTURE Prepared for: MR. NED BANNING DIVERSIFIED PROPERTIES 1770 GILLESPIE WAY, SUITE 101 EL CAJON, CA 92020 Prepared by: CONSTRUCTION TESTING & ENGINEERING, INC. 2414 VINEYARD AVENUE, SUI" G ESCONDIDO, CA 92029 CTE Project No. 10-1875 September 23, 1996 - GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSP . . TABLE 0 F CONTENTS . . . . . . . . . . . . . . . . . SECT ION EXECUTIVESUMMARY .......................................... 1 1 . 0 INTRODUCTION AND SCOPE OF SERVICES ......................... 2 1.1 Introduction ............................................ 2 1.2 Scope of Services ......................................... 2 2.0 SITE DESCRIPTION ........................................... 3 3.0 FIELD AND LABORATORY INVESTIGATIONS ....................... 3 3.1.1 "Undisturbed" Soil Samples ............................ 4 3.1.2 Disturbed Soil Sampling .............................. 4 3.1 Field Investigation ........................................ 3 3.2 Laboratory Investigation ..................................... 5 4.0GEOLOGY .................................... 4.1 General Setting ............................ 4.2 Geologic Conditions ......................... 4.2.1 Engineered Fill Materials ................ 4.2.2 Cretaceous Point Loma Formation .......... 4.3 Groundwater Conditions ...................... 4.4.1 General Geologic Hazards Observation ....... 4.4.2 Local and Regional Faulting .............. 4.4.3 Earthquake Accelerations ................ 4.4.4 Liquefaction and Seismic Settlement Evaluation . 4.4.5 Tsunamis and Seiche Evaluation ........... 4.4.6 Landsliding or Rocksliding ............... 4.4.7 Compressible and Expansive Soils .......... 4.4 Geologic Hazards ........................... ............. 5 ............. 5 .............. 6 .............. 6 ............. 6 ............. 6 .............. 1 .............. 7 .............. 1 .............. 8 .............. 8 .............. 9 .............. 9 ............ 10 5 . 0 CONCLUSIONS AND RECOMMENDATIONS ......................... 10 5.1 General ................................................... 10 5.2 Grading and Earthwork ......................................... 10 5.3 Site Preparation .............................................. 11 5.4 Site Excavation .............................................. 11 5.5 Fill Placement and Compaction .................................... 12 5.6 Fill Materials ............................................... 13 ................................... 13 5.8 Foundations and Slab Recommendations .............................. 14 5.7 Temporary Construction Slopes Page i SECTION TABLE OF CONTENTS (continued) PA!x 5.8.1 Foundations ................................. 5.8.2 Foundation Settlement ........................... 5.8.3 Foundation Setback ............................ 5.8.4 Concrete Slab-On-Grade ......................... 5.9 Lateral Resistance and Earth Pressures ...................... 5.10 Exterior Flatwork ................................... 5.11 Drainage ......................................... 5.12 Vehicular Pavements ............................... 5.12.1 Asphalt Pavement ............................. 5.12.2 Portland Cement Concrete Pavements ................ 5.13 Slopes .......................................... 5.14 Construction Observation .............................. 5.15 Plan Review ...................................... Page 14 Page 15 Page 15 Page 15 Page 16 Page 18 Page 18 Page 19 Page 19 Page 19 Page 20 Page 21 Page 22 6.0 LIMITATIONS OF INVESTIGATION ........................... Page 22 FIGURES Figure 1 Index Map Figure 2 Boring Location Map Figure 3 APPENDICES Retaining Wall Drainage Detail Appendix A References Cited Appendix B Exploration Logs Appendix C Laboratory Methods and Results Page ii Updated Geotechnical Investigation Page 1 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 EXECUTIVE SUMMARY Our investigation was performed to provide site-specific geotechnical information for the concrete tilt-up structure and associated improvements proposed for Lot 59, Carlsbad Research Center, Carlsbad, California. Our investigation found that the proposed building pad area of the site is underlain by engineered fils and units of the Cretaceous Point Loma Formation to the maximum explored depth of approximately 21.5 feet below grade (fig). Groundwater was not encountered in our excavations. Although groundwater levels will likely fluctuate during periods of precipitation, groundwater is not expected to affect the proposed development. With respect to geologic and seismic hazards, the site is considered as safe as any within coastal San Diego County (an area of moderate to high seismic risk). Based on the geologic findings and reference review no active surface faults are known to exist at the site. Based on the results of our investigations we believe that the proposed project can be constructed as planned provided the recommendations presented in this report are followed. Existing fill soils were found to have medium to high expansion characteristics and some special consideration will need to be used during construction of the proposed structure to mitigate this potential problem. Updated Geotechnical Investigation Page 2 Proposed Concrete Tilt-up Structure Lot 59. Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 1 .O INTRODUCTION AND SCOPE OF SERVIC ES 1.1 Introduction This report presents the results of our updated geotechnical investigation and provides conclusions and geotechnical engineering criteria for the proposed development. It is our understanding that the site is to be developed by constructing a concrete tilt-up structure and associated improvements (e.g., landscaping, utilities, and parking areas). Our investigation included field exploration, laboratory testing, geologic hazard evaluation, and engineering analysis. Specific recommendations for excavations, fill placement, and foundation design for the proposed structure are presented in this report. Cited references are presented in Appendix A. 1.2 Scooeo f Services The scope of services provided included: e A review of readily available geologic and soils reports pertinent to the site and adjacent areas. 0 An exploration of subsurface conditions to the depths influenced by the proposed construction. e Laboratory testing of representative soil samples to provide data to evaluate the geotechnical design characteristics of the soils. Definition of the general geology and evaluation of potential geologic hazards at the site. Soil engineering design criteria for the proposed improvements. Preparation of this summary report of the investigations performed including geotechnical construction recommendations. 0 e Updated Geotechnical Investigation Page 3 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 2.0 SITE D ESCRIPTION The site is on the north side of Aston Avenue. immediately east of its intersection with Pasteur Court, Carlsbad, California. Figure 1 is an index map showing the location of the site. Land use near the site is dominantly commercial, although portions of the area are undeveloped. Currently unimproved, the site was apparently mass graded in the late 1980s (San Diego Geotechnical Consultants, 1988). The site is at an approximate elevation of 270 feet above mean sea level. The site is bounded to the west by Pasteur Court, to the north and east by unimproved mass graded lots, and to the south by Aston Avenue. Engineered slopes, at inclinations of generally 2: 1 (horizonta1:vertical) or flatter, descend from the site to the unimproved lots to north and east and ascend from the site to the south. Figure 2 is a map showing the proposed building area. 3.0 F1ET.D A ND LAB0 RATORY INVESTIG ATIONS 3.1 Field Inves tiPation Field exploration, conducted August 26, 1996, included site reconnaissance and the excavation of five soil borings to assess the condition of shallow soil materials. The soil borings were excavated using a Spiradrill T2000, truck-mounted drill rig. Soils were logged in the field by a geologist and were visually classified using the Unified Soil Classification system. The field descriptions have been modified, where appropriate, to reflect laboratory test results. Exploration Updated Geotechnical Investigation Page 4 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center. Carlsbad, California September 23, 1996 CTE Project No. 10-1875 logs including descriptions of the soil and field-testing and supplementary laboratory data are included in Appendix B. Approximate exploration locations are shown on Figure 2. 3.1.1 “Undistu rbed” Soil Se “Undisturbed” soil samples were collected using a modified Californiadrive sampler (2.4- inch inside diameter, 3-inch outside diameter) lined with sample rings. Drive sampling was conducted overall accordance with ASTM D-3550. The steel sampler was driven into the bottom of the borehole with successive drops of a 140-pound weight falling 30 inches. Blow counts required for sampler penetration are shown on the boring logs in the column “Blows.” The soil was retained in brass rings (2.4-inches in diameter, 1.0-inch in height) and carefully sealed in waterproof plastic containers for shipment to the laboratory. Samples collected in this manner were analyzed for in-place moisture and dry density, direct shear characteristics, and particle-size distribution. 3.1.2 Disturbed Soil Samphg Bulk soil samples were collected for laboratory analysis using two methods. Standard Penetration Tests (SPT) were performed (per ASTM D-1586) at selected depths in the borings using a standard (1.4-inch inside diameter, 2-inch outside diameter) split barrel sampler. The driving hammer for the SPT samples was a 140-pound weight falling 30 inches. The recorded blow count (N) for sampler penetration is shown on the boring logs Updated Geotechnical Investigation Page 5 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 in the column “Blows.” Samples collected in this manner were placed in sealed “Zip- Lock” or equivalent plastic bags. Bulk soil samples of the drill cuttings were also collected in large plastic bags. These samples were analyzed for expansivity, maximum dry density and optimum moisture relationship (Modified Proctor), and Resistance ‘R-value. .. 3.2 Labmy In vesw Laboratory tests were conducted on representative soil samples for classification purposes and to evaluate soil physical properties and engineering characteristics. As indicated above, soil samples were analyzed for maximum dry density and optimum moisture relationship (Modified Proctor), expansivity, Resistance “R value, direct shear characteristics and particle-size distribution. Test method descriptions and laboratory testing results are included in Appendix C. 4.0 GEOLOGY 4.1 General Setting The site lies within the coastal mesa portion of the San Diego area. Land forms in the vicinity of the site consist generally of uplifted, generally flat marine terraces dissected by gullies and ravines. Locally, the topography slopes down to the west. Updated Geotechnical Investigation Page 6 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 4.2 Geolov - ic Cond ith Based on geologic observation and mapping and compaction testing by San Diego Geotechnical Consultants (1988), surface soils at the site consist of engineered fills and units of the Cretaceous Point Loma Formation. CTE Project No. 10-1875 4.2.1 Ueered Fill Materi& Engineered fill materials were observed in each of our excavations to a maximum depth of approximately 17 fbg in the northeastern comer of the site and to a maximum depth of approximately 10.5 fbg beneath the southwestern corner of the proposed building. Engineered fills generally consist of medium to very dense, dry to moist, silty fine sands and sandy silts with rock fragments. 4.2.2 Cretac eous Po int Loma Fm atiQn Cretaceous Point Loma Formation materials were encountered underlying the engineered fill materials to a maximum depth of approximately 21.5 fbg. These materials consist generally of dry to moist, gray and orangish brown, sandy siltstone. .. 4.3 Groundwater Condim No groundwater was encountered to the maximum explored depth of approximately 21.5 fbg. Groundwater is not expected to affect the proposed improvements. Updated Geotechnical Investigation Page 7 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 4.4 Geologic Hazards CTE Project No. 10-1875 4.4.1 General Geo1o:ic Hazards Observation From our investigation it appears that geologic hazards at the site are primarily limited to those caused by violent shaking from earthquake generated ground motion waves. The potential for damage from displacement or fault movement beneath the proposed structure should be considered low. 4.4.2 1.ocal ad&,g.~ 'onal Faulting Based on our site reconnaissance, evidence from our explorations, and a review of appropriate geologic literature, it is our opinion that the site is not on known fault traces. The Rose Canyon Fault, approximately 7.5 miles to the southwest, is the closest known active fault (Jennings, 1987). According to the California Division of Mines and Geology, a fault is active if it displays evidence of activity in the last 11,000 years (Hart, 1994). Other principal active regional faults include: the Coronado Banks and San Clemente Fault Zones, (about 22 and 59 miles southwest of the site); and, the Elsinore, San Jacinto, and San Andreas faults (about 22, 45, and 65 miles northeast of the site). Table 1 is a summary, including the seismic characteristics, of the principal regional faults considered most likely to rupture and possibly induce strong ground shaking at the site during the useful life of the proposed construction. Estimated probable earthquake magnitudes are derived from Greensfelder (1974) except where indicated. Updated Geotechnical Investigation Page Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center. Carlsbad, California September 23, 1996 CTE Project No. 10-18: EARTHQUAKE ACCELERATION MAGNITUDE 4.4.3 Earthauake Acc elerations We have analyzed the possible bedrock accelerations at the site using procedures outlined in Ploessel and Slosson (1974). For the intended use, it is our opinion that the most significant seismic event would be a 7.0 moment magnitude earthquake on the Rose Canyon Fault. This event could produce estimated peak bedrock accelerations of 0.43 g and repeatable high ground accelerations of 0.28 g. .. 4.4.4 Liqu efaction and Seism IC Sett lement Evaluation Liquefaction occurs when saturated fine-grained sands or silts lose their physical strengths during earthquake induced shaking and behave as a liquid. This is due to loss of Updated Geotechnical Investigation Page 9 Proposed Concrete Tilt-up Structure Lot 59. Carlsbad Research Center. Carlsbad, California September 23, 1996 CTE Project No. 10-1875 point-to-point grain contact and transfer of normal stress to the pore water. Liquefaction potential varies with water level, soil type, material gradation, relative density, and probable intensity and duration of ground shaking. Because of the generally dense nature of onsite materials and the absence of a permanent groundwater condition it is our opinion that the potential for liquefaction should be considered low in all areas of the project. Seismic settlement occurs when loose to medium dense granular soils densify during seismic events. The on-site materials were generally found to be medium dense to dense. Therefore, in our opinion, the potential for seismic settlement resulting in damage to site improvements should be considered low. 4.4.5 Tsun amis and Se iche Evahatian The site is not near any significant bodies of water that could induce seiche damage. The potential for tsunami damage at the site is nonexistent due to the site's distance from the ocean (approximately 3 miles) and elevation (approximately 270 feet above mean sea level). 4.4.6 Landsliding . or Rocksliding Active landslides were not encountered and have not been mapped near the site. In addition, the slopes forming the southeastern and southwestern borders of the site were Updated Geotechnical Investigation Page 10 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23. 1996 CTE Project No. 10-1875 apparently properly engineered to preclude landsliding hazards. Landsliding is therefore not considered a significant hazard within or immediately adjacent to the proposed structure. 4.4.7 Compr essible ' and E xDansive Soils Based on geologic observation the on-site materials exhibit very low to low compressibility characteristics and are considered suitable for the proposed structure. The expansion index of the tested fill materials was 90. This value is indicative of soil with a medium to high expansion potential (per UBC Table 18-I-B). 5.0 CON CLUSIONS AN D REC OMMEN DATIO NS 5.1 General We conclude that the proposed construction on the site is feasible from a geotechnical standpoint. provided the recommendations in this report are incorporated into the design of the project. Recommendations for the design and construction of the proposed structure are included below. 5.2 Grading and Earthwork CTE should continuously observe the grading and earthwork operations for this project. Such observations are essential to identify field conditions that differ from those predicted by this Updated Geotechnical Investigation Page 11 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 investigation, to adjust designs to actual field conditions, and to detect that the grading is in overall accordance with the recommendations of this report. Our personnel should perform adequate observation and sufficient testing of fills during grading to support the Geotechnical Consultant's professional opinion regarding compliance with the noted compaction requirements and specifications. 5.3 Site Preuaration Before grading, the site should be cleared of any topsoil, existing debris, and any other deleterious materials. Expansive, surficial eroded, desiccated, burrowed, or otherwise disturbed soils should be removed to the depth of the competent undisturbed native formational materials or competently engineered fill. Organic materials not suitable for structural backfill should be disposed of off-site or placed in non-structural planter or landscape areas. All organic materials excavated and removed should be disposed of at a legal disposal site. 5.4 Site Exca vat ion Excavations in site materials should generally be accomplished with heavy-duty construction equipment under normal conditions. Irreducible materials greater than 3 inches encountered during excavations should not be used in fills on the site. Updated Geotechnical Investigation Page 12 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 Based on the reviewed mass grading plans, recent site investigation activities and the preliminary site plan provided, it appears that the proposed structure will be founded entirely on engineered fill materials. Because the fills underlying the proposed building appear to have been properly engineered, we recommend that the following site excavation procedures be followed: 0 0 Remove existing expansive, eroded, burrowed and disturbed soils as outlined in 5.3 above. Scarify the surface soils to a depth of 12 inches. 0 Properly moisten the scarified soils and recompact to a minimum of 90 percent of the laboratory maximum density as determined by ASTM D1557. 5.5 Fill Placeme nt and Cornu- The geotechnical consultant should verify that the proper site preparation has occurred before fill placement occurs. Areas to receive fill or improvements should be scarified to a depth of 12 inches, properly moisture conditioned and recompacted. Fill and backfill should be compacted to a minimum relative compaction of 90 of the laboratory maximum density percent as evaluated by ASTM D1557 at a moisture content between optimum and 4 percent above optimum. The optimum lift thickness for backfill soil will be dependent on the type of compaction equipment used. Generally, backfill should be placed in uniform lifts not exceeding 8-inches in loose thickness. Backfill placement and compaction should be done in overall conformance with geotechnical recommendations and local ordinances. Updated Geotechnical Investigation Page 13 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 5.6 Fill MaW CTE Project No. 10-1875 SOILS TYPE SLOPE RATIO (Horizonta1:vertical) 1 : 1 (MAXIMUM) B (FILL SOILS) Existing fill soils derived are considered suitable for reuse on the site as compacted fill, provided they are screened of organic materials and materials greater than 3 inches in a maximum MAXIMUM HEIGHT 20 FEET dimension Imported fill beneath structures, pavements and walks should have an expansion index less than or equal to 30 (per UBC Table 18-I-B) with less than 35 percent passing the no. 200 sieve. Imported fill soils for use in structural or slope areas should be evaluated by the soils engineer to determine strength characteristics before placement on the site. 5.7 Temporary Construct- Provided below are sloping recommendations for unshored temporary excavations. The recommended slopes should be relatively stable against deep-seated failure, but may experience localized sloughing. The recommended slopes are based on the assumption that excavation side walls will consist of non-cemented silty sands and silt. Onsite soils are considered Type B soils with recommended slope ratios as set forth Table 2 below. Updated Geotechnical Investigation Page 14 Proposed Concrete Tilt-up Structure Lot 59. Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 Actual field conditions and soil type designations must be verified by a "competent person" while excavarions exist according to Cal-OSHA regulations. Also, the above sloping recommendations do not allow for surcharge loading at the top of slopes by vehicular traffic, equipment or materials. Appropriate surcharge setbacks must be maintained from the top of unshored slopes. 5.8 Fow&$j~m and Slab Recommendations The recommendations provided below should be considered preliminary and may require revision pending laboratory results or field conditions exposed during construction. 5.8.1 Found ations Continuous and isolated spread footings are suitable for support of the proposed structure. Foundation dimensions and reinforcement should be designed based on allowable bearing values of 2000 psf for footings founded entirely on compacted fill materials. This value may be increased by one-third for short term wind and/or seismic loading. Footings should be at least 12 inches wide and have a minimum embedment of 24 inches below the lowest adjacent subgrade. Minimum footing reinforcement for continuous footings should consist of two #5 reinforcing bars placed near the top and two near the bottom of the footing. Isolated footing reinforcement should be designed by the structural engineer. Updated Geotechnical Investigation Page 15 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California Seotember 23. 1996 CTE Proiect No. 10-1875 5.8.2 Foundation Settlement The potential for foundation settlement should be analyzed once actual foundation loads are known. In general, for the anticipated loads and bearing pressure the following settlement values can be expected under each of the two grading options presented: The maximum total settlement is expected to be on the order of 1.0 inch. The maximum differential settlement of continuous footings across the building is expected to be on the order of 0.5 inch. 5.8.3 Foundation Setback In all cases, footings for structures should be designed such that the horizontal distance from the top of the adjacent slope to the outer edge of the footing is a minimum of 10 feet. rete 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. Updated Geotechnical Investigation Page 16 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 This office should be contacted provide additional recommendations if conditions differ from those assumed above In moisture sensitive floor areas, slabs should be underlain by a vapor barrier consisting of a minimum of six mil polyethylene sheeting or equivalent membrane with all laps sealed. This membrane should be placed over two inches of clean sand (Sand Equivalent > 30) and covered with a minimum of two inches of sand to protect the sheeting during concrete placement operations. Lateral loads acting against structures may be resisted by friction between the footings and the supporting soil or passive pressure acting against structure. If frictional resistance is used, we recommend allowable coefficients of friction of 0.35 (total frictional resistance equals coefficient of friction times the dead load) for concrete cast directly against compacted till. A design passive resistance value of 300 pounds per square foot per foot of depth (with a maximum value of 1200 pounds per square foot) may be used. This value assumes a horizontal soil extending at least 10 feet. The allowable 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. Updated Geotechnical Investigation Page 17 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center. Carlsbad, California September 23, 1996 CTE Project No. 10-1875 Retaining walls up to ten feet high and backfilled using granular import soils may be designed using the equivalent fluid weights given in Table 3 below TABLE 3 EQUIVALENT FLUID UNIT WEIGHTS - (pounds per cubic fwt) WALL TYPE LEVEL BACKFILL SLOPED BACKFILL 2: 1 (HORIZONTAL: VERTICAL) CANTILEVER WALL 38 60 (YIELDING) RESTRAINED WALL 58 90 The above values assume non-expansive backfill and free draining conditions. Soils with an expansion index greater than 30 should not be used as retaining wall backfill material. Measures should be taken to prevent a moisture buildup behind all retaining walls. Drainage measures should include free draining backfill materials and perforated drains. Figure 3 provides a recommended gravel and perforated pipe drainage system. These drains should discharge to an appropriate offsite location. Additionally, we recommend that only light, hand-operated equipment be used to compact backfill behind retaining walls. The backfill should not be over-compacted, as excessive compaction loads will increase earth pressures above the values give above. Updated Geotechnical Investigation Page 18 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 5.10 Exter ior Flatwork To reduce the potential for distress to exterior flatwork caused by minor settlement of foundation soils, we recommend that such flatwork be installed with crack-control joints at appropriate spacings as designed by the project architect. Flatwork, which should be installed with crack control joints, includes driveways, sidewalks, and architectural features. All subgrades should be prepared according to the earthwork recommendations previously given before placing concrete. Positive drainage should be established and maintained adjacent to all flatwork. CTE Project No. 10-1875 Additionally, we recommend that the flatwork be reinforced with #3 reinforcing bars on 18-inch or #4 reinforcing bars on 24-inch centers. 5.11 Drau Surface runoff should be collected and directed away from improvements by means of appropriate erosion reducing devices and positive drainage should be established around the proposed improvements. Positive drainage means drainage away from improvements at a gradient of at least 2 percent for a distance of at least five feet. The project civil engineers should thoroughly evaluate the on-site drainage and make provisions as necessary to keep surface water from affecting the site. Updated Geotechnical Investigation Proposed Concrete Tilt-up Structure Lot 59. Carlsbad Research Center, Carlsbad, California Traffic Area Assumed Traffic Index Truck Drive/ 6.0 Loading Areas Auto Parking 4.5 Page 19 Subgrade AC Class I1 “R” Value Thickness Aggregate Base (inches) Thickness (inches) 5 3.5 14 5 2.5 10 September 23, 1996 CTE Project No. 10-1875 Areas 5.12 Vehicular Pave- 5.12.1 Asphalt Pavement Preliminary pavement sections presented below are based on a Resistance “R” Value of surficial site materials. The asphalt pavement design is based on California Department of Transportation Highway Manual and on traffic indexes as indicated in Table 4 below. Upon completion of finish grading, “R“ Value sampling and testing of subgrade soils should be conducted and pavement section modified if necessary I I I 5.12.2 Portland Cement Concrete Pa vements 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 5 below may Traffic Area Subgrade R-value Truck Drive/ 5 Loading Areas Auto Parking Areas 5 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. PCC Thickness (inches) 7.0 6.0 Control joints constructed in concrete pavements should be in filled with suitable filler compound to minimize moisture infiltration into subgrade soils. 5.13 Slopes Existing site slopes were examined and evaluated based on observed soil conditions and recent investigations. Existing site slopes are generally 2: 1 (horizonta1:vertical) or flatter. Updated Geotechnical Investigation Page 21 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 Based on anticipated soil strength characteristics, fill slopes should be constructed at slope ratios of 2:l (horizonta1:vertical) or flatter. These fill slope inclinations should exhibit factors of safety greater than 1.5 Although graded and existing slopes on this site should be grossly stable, the soils will be somewhat erodible. Therefore, runoff water should not be permitted to drain over the edges of slopes unless that water is confined to properly designed and constructed drainage facilities. Erosion resistant vegetation should be maintained on the face of all slopes. Typically soils along the top portion of a fill slope face will tend to creep laterally. We do not recommend distress sensitive hard scape improvements be constructed within five feet of slope crests in fill areas. 5.14 Cons truction Obse rvation 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. Updated Geotechnical Investigation Page 22 Proposed Concrete Tilt-up Structure Lot 59. Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 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 earthworks should be observed 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. 5.15 Plan Re view CTE should review the project foundation plans and grading plans before commencement of earthworks to identify potential conflicts with the recommendations contained in this report. 6.0 LIMITATIONS OF IN VESTIG ATION The field evaluation, laboratory testing and geotechnical analysis presented in this report have been conducted according to current engineering practice and the standard of care exercised by reputable geotechnical consultants performing similar tasks in this area. No other warranty, expressed or implied, is made regarding the conclusions, recommendations and opinions expressed in this report. Variations may exist and conditions not observed or described in this report may be encountered during construction. Our conclusions and recommendations are based on an analysis of the observed conditions. If conditions different from those described in this report are encountered, our office should be Updated Geotechnical Investigation Page 23 Proposed Concrete Tilt-up Structure Lot 59, Carlsbad Research Center, Carlsbad, California September 23, 1996 CTE Project No. 10-1875 notified and additional recommendations, if required, will be provided upon request. We appreciate this opportunity to be of service on this project. If you have any questions regarding this report, please do not hesitate to contact the undersigned. Respectfully submitted, CONSTRUCTION TESTING & Geotechnical Engineering Manag Senior Engineering Geologist RDB IG d file 101x74igtrp01 WpI i I I IS i8, r--, .. -. -.._ ... '. 2114 VINEY,\KDAVENUE. I1EG ESlONDIDOCA 'Ixn9(619)746-dVIS 1320 2640 52 8I)"'T LN(IINLtill*GI\C 10-1875 NO SCALE SOURCE: THOMAS BROTHERS MAPS COMMERCIAL BUILDING ALE 1996 SAN DlEGO EDITION DATE LOT 9% CARLSBAD RESEARCH CENTER CARLSBAD. CALIFORNIA C 8/96 1 \PROJECTSIlO-l872\INDEXMW CVS I I I I2 m I I RETAINING WALL \ \ FINISH GRADE 'L WALL BACKFILL COMPACTED TO 90% RELATIVE DENSITY 314" GRAVEL SURROUNDED BY FILTER FABRIC (MIRAFI 140 N, OR EQUIVALENT) no 4" DIA. PERFORATED PVC PIPE (SCHEDULE 40 OR EQUIVALENT). MINIMUM TO SUITABLE .. *A . WALL FOOTING '\Y4 MINIMUM 6" LAYER OF FILTER ROCK UNDERLYING PIPE A CONSTRUCTION TESTING & ENGINEERING, INC. GEOTECHNICAL AND CONSTRUCTION EVGlNEERlNC TESTTMG AND NSPECTION P 2414 VINEYARD AVENUE. STE G ESCONDIDOCA 920?9(611))746-4915 EIO,PLLLI\U.,*C CTE 108 NO SCALE DATE FI 10-1875 NO SCALE RETAINING WALL DRAINAGE DETAIL COMMERCIAL BUILDING LOT 59, CARLSBAD RESEARCH CENTER CARLSBAD, CALIFORNIA 8/96 I ""'; lOJECTS\IO-187I\REWALL CYS AlwmUA REFERENCES CITED REFERENCES CITED 1. Artim, E.R, Estrella, H.. Koehmstedt, M., Ferman, J.L.A., and Ledesma, J., 1989, The Coronado Bank Fault: A Real Threat to San Diego, in Roquemore, G., and Tanges, S., eds., Proceedings of Workshop on “The Seismic Risk in the San Diego Region: Special Focus on the Rose Canyon Fault System,” The Southern California Earthquake Preparedness Project, State of California Office of Emergency Services. Greensfelder, R., 1974, “Maximum Credible Rock Acceleration from Earthquakes in California”, California Division of Mines and Geology, Map Sheet 23. Hart, Earl W., revised 1994, “Fault-Rupture Hazard Zones in California, Alquist Priolo, Special Studies Zones Act of 1972”, California Division of Mines and Geology, Special Publication 42. 2. 3. 4. Jennings, Charles W., revised 1987, “Fault Map of California Volcanoes, Thermal Springs and Thermal Wells’’. Ploessel, M.R. and Slosson, J.E., 1974, “Repeatable High Ground Accelerations from Earthquakes-Important Design Criteria,” California Geology, p. 195-199. San Diego Geotechnical Consultants, Inc., April 1, 1988, “As-Graded Geotechnical Report, Carlsbad Research Center, Phase 111, IV and V, (Lots 76 through 91, 108 and 109)”, Carlsbad, California [consultant report]. with Locations of 5. 6. APPENDIX B EXPLORATION LOGS WTRUCTION TESTING & ENGNEERING, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND lNSPECTlON B 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA 92029 ,619) 146-4915 ENGnmDZ GRAVEL DEFINITION OF TERMS SAND PRIMARY DMSIOD SANDS MORE THAN HALF OF COARSE FRACTIOX IS LARGER THAN NO. 4 SIEVE SANDS MORE THAN HALF OF COARSE FRACTION IS SMALLER THAN NO. 4 SIEVE SYMBOLS SECONDARY DIVISIONS WELL GRADED GRAVELS, GRAVEL-SAND MIXTURES LITTLE OR NO FINES LITTLE OF NO FINES SILTY GRAVELS. GRAVEL-SAND-SILT MIXTURES, NON-PLASTIC FINES CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES. PLASTIC FINES WELL GRADED SANDS, GRAVELLY SANDS, LllTLE OR NO POORLY GRADED SANDS, GRAVELLY SANDS. LITTLE OR SILTY SANDS, SAND-SILT MIXTURES, NON-PLASTIC FINES ,O>.,,>I 1 .>.,: ." .. .;,$ CLEAN '',~;: GW GRAVELS .-,.~ 2 .'.~ - ~ Cr rl~C(l Z, ,-.: :, POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. ----. :*>: 3.y. - :<:: - - FINES SANDS < 5% FINES SP NO FINES I' SANnS 1 ! SM 1 I! _. II CLAYEY SANDS. SAND-CLAY MIXTURES, PLASTIC FINES WITH FINES ////I /I //'/// _. ' hi I 1 : , , , , , , . INORGANIC SILTS, VERY FINE SANDS, ROCK FLOUR, SILTY OR CLAYEY FINE SANDS, SLIGHTLY PLASTIC CLAYEY SILTS INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY, SANDY. SILTS OR LEAN CLAYS ORGANIC SILTS AND ORGANIC CLAYS OF LOW PLASTICITY INORGANIC SILTS. MICACEOUS OR DIATOMACEOUS FINE SANDY OR SILTY SOILS, ELASTIC SILTS INORGANIC CLAYS OF HIGH PLASTICITY. FAT CLAYS SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 50 ' ~ I' ,;MH 1; !; SILTS AND CLAYS 'f" / LIQUID LIMIT IS HCFI ./A TESTING & ENGINEERING, INC ENGINEERING TESTING AND INSPECTION 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA. 92029 (619) 116-1911 %mN IOJECT: DRILLER SHEET: of rE JOB NO: JGGED BY: NR - DRILL METHOD: DRILLING DATE: SAMPLE METHOD: m -1 21 BORING LEGEND 0 .c a .- ; DESCRIPTION -- Block or Chunk Sample -- Bulk Sample -- Thin Walled Army Corp. of Engineers Sample -- Standard Penetration Test -- Modified Split-Barrel Drive Sampler (Cal Sampler) -- Hand Driven Thin Walled Sampler -- Groundwater Table ?- ?- ?- ?- ?- ?- ?- -Formation Change (Approximate boundary between soil types) -- Blow Counts Not Recorded [ON: Laboratoly Tests WTRUCTION TESTING & ENGINEERING, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2411 VINEYARD AVENUE. SUITE G ESCONDIDO CA 92029 (619) 716.4955 -RX DRILLER SWEET: of ROJECT TE JOB NO: DRILL METHOD DRILLING DATE SAMPLE METHOD: ELE BORING LEGEND DESCRIPTION . Block or Chunk Sample . . Bulk Sample . Thin Walled Army Corp. of Engineers Sample Standard Penetration Test Modified Split-Barrel Drive Sampler (Cal Sampler) Hand Driven Thin Walled Sampler Groundwater Table -?- ?- ?- ?- ? -? -? -Formation Change (Approximate boundary between soil types) Blow Counts Not Recorded ION Laboratory Tests R I .&&CONSRUCXON TESTING & ENGINEmG, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION a' 2111 VINEYARD AVENUE. SUITE G ESCONDIDG CA. 92029 (619) 746-1951 0lGh-N 1 of 1 .OJECT LOT 59 CARLSBAD RESEARCH CTR DRILLER: BARGE'S DRILLING SHEET: 'EIOB NO: 10-1875 DRILL METHOD 8-INCH HSA DRILLING DATE: 812619 SAMPLE METHOD DRIVE SAMPLER ELEV BORING: B-1 DESCRIPTION N I 25% rock fragments (dark gray siltstone) As above, bouncing on rock Moist, dense, and dark brown, silty SAND with 20% rock fragments (light to dark gray siltstone) Moist, medium dense, light fme sandy SILT with few (10%) rock fragments Moist, dense, dark brown and light brown with some light gray and dark gray sandy SILT I silty SAND ?- ?- ?- ?- -? -7 - Moist, dense, olive brown, SILTSTONE Total depth 21.5' Boring backfilled with soil cuttings and tamped down ON: - 274 Laboratory Test! RV MD MD '$+ CONSTRUCTION TESTING & ENGINEERING, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND tNSPECTION 24!4 VINEYARD AVENUE. SUITE G ESCGNDIDO CA 92029 (619) 746-4915 2? mm€wAGDx ROIECT. LOT 59 CARLSBAD RESEARCH CTR DRILLER: BARGE'S DRILLING SHEET: 1 of 1 A TE JOB NO: 10-1875 ST x E ? u y! 3 h v) - - SM SM SM MlMI SM ML ML - DRILL MFMOD &INCH HSA DRILLING DATE: 8/26/96 SAMPLE METHOD: DRIVE SAMPLER ELEVI BORING: B-2 DESCRIPTION : rock fragments (dark gray siltstone) As above, moist, medium dense As above, dense, some light gray and dark brown, silty SAND Moist, dense, brown, light gray and reddish-brown, silty SANDlsandy SILT some gravels or rock fills encountered Moist, dense to very dense. Top of rings: Light gray silty SAND. Bottom of rings: Dark brown sandy SILT with visible organic material 7- ? -7-- ? --? ?- ?- u Moist, very dense, gray brown, sandy SILTSTONE Total depth 21.5' Boring backfilled with soil cuttings and tamped down ON: - 272 Laboratory Tests MD MD ____ &$&ONSTRUCTION TESTING & ENGINEERING, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2.14 VlNEYARD AVENUE SUITE G ESCONDIDO CA 92029 (619) 746 1955 oIclNmm=Iy COJECT LOT 59 CARLSBAD RESEARCH CTR DRILLER BARGE'S DRILLING SHEET 1 of 1 TEJOBNO 10-1875 3 t 5 55 - - 18 29 12 14 21 32 016" 8 22 29 22 44 - DRILL METHOD: &INCH HSA DRILLING DATE: 8/26/96 SAMPLE METHOD: DRIVE SAMPLER ELEVP BORING: B-3 DESCRIPTION DISTURBED IFILL Dry, light brown, silty SAND with 25% rock fragments As above, moist, dense, light brown and light gray, silty SAND As above, with less rock fragments Moist, very dense, light brown, gray and tan silty SAND / sandy SILT Moist, very dense, dark brown, silty SAND/sandy SILT with some visible organic material -? ~ ?- ?- ~- ?- ?- ?- POINT LOMA FORMATIQN Moist, very dense, gray brown, sandy SILTSTONE Total depth = 18.5' Boring backfilled with soil cuttings and tamped down 3N: -27 1 Laboratory Tests MAX DS, MD MD MD &%CONSTRUCTION TESTING & ENGINEEEUNG, INC 8 GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION qc Ey FN3h-m 2411 VINEYARD AVENUE. SUITE G ESCONDIDO CA 92029 (619) 746-4PIJ IOIECT. LOT 59 CARLSBAD RESEARCH CTR DRILLER: BARGE'S DRILLING SHEET: 1 of 1 TE JOB NO: 10-1875 DRILL METHOD: 8-INCH HSA DRILLING DATE. 8/26/96 SAMPLE METHOD DRIVE SAMPLER ELEV, BORING: B-4 DESCRIPTION DISTURBEDIFILL 4" of gravel fill on surface then Dry, light brown and gray, silty SAND / sandy SILT No recovery, rock in tip of sampler Moist, medium dense, dark brown, sandy silt with organic material Bouncing on rock Moist, dense, gray brown, sandy SILTSTONE Total depth = 16' Boring backfilled with soil cuttings and tamped down IN: - 268 Laboratory Tests MD, GS TESTTNG & mGINEEFUNG, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 1414 VINEYARD AVENUE. SUITE G ESCONOLDO CA 92019 (619) 146-4911 axjhERnsaT LOT 59 CARLSBAD RESEARCH CTR DRILLER: BARGE'S DRILLING SHEET: 1 of 1 ROlECT TE JOB NO: 10-1875 DRILLING DATE 812619 DRILL METHOD: 8-INCH HSA SAMPLE METHOD: DRIVE SAMPLER ELEV BORING: B-5 DESCRIPTION DISTURBEDIFILL Dry, light brown silty SAND with 20% rock fragments No recovery, bouncing on rock No recovery, bouncing on rock Refused on gravels Total depth = 10.5' Boring backfilled with soil cuttings and tamped down ON: - 270 Laboratory Test E1 APPENDIX C LABORATORY METHODS AND RESULTS d?lmmxG LABORATORY METHODS AND RE SULTS Labor atorv Test ing Prm Laboratory tests were performed on representative soil samples to detect their relative engineering properties. Tests were performed following test methods of the American Society for Testing Materials or other accepted standards. The following presents a brief description of the various test methods used. Classification Soils were classified visually according to the Unified Soil Classification System. Visual classifications were supplemented by laboratory testing of selected samples according to ASTM D2487. The soil classifications are shown on the Exploration Logs in Appendix B. Particle-Size Particle-size analyses were performed on selected representative samples according to ASTM D422. The particle-size distribution curves are in Appendix C. Expansion Index Expansion testing was performed on selected samples of the matrix of the onsite soils according to Building Code Standard No. 18-2. Expansion Index results are reported in Appendix C. Modified Proctor Laboratory compaction tests were performed according to ASTM D1557, Method A. A mechanically operated rammer was used during the compaction process. Modified Proctor analysis curve is presented in Appendix C. In-Place Moisture/Density The in-place moisture content and dry unit weight of selected samples were determined using relatively undisturbed soil samples per ASTM D2216. The dry unit weight and moisture content are shown on the attached exploration logs and are shown in Appendix C. Direct Shear T est$ Direct shear tests were performed on samples recompacted to 90% of the laboratory maximum value or on samples collected in the field in overall accordance with ASTM D3080-72 to evaluate the shear strength characteristics of selected materials. The samples were inundated during shearing to represent adverse field conditions. Consoli 'dation To assess their compressibility and volume change behavior when loaded and wetted, relatively undisturbed samples of representative samples from the boreholes were subject to consolidation tests (ASTM D2435). The results of this analysis are presented graphically in Appendix C. 2" 1.5" I " 31v 112" 318" 6000 5000 4000 G e, Y m z VI rn 3000 0 LI :: E 2000 1000 0 B-3 0 1000 2000 3000 4000 5000 6000 NORMAL STRESS (PSF) 2.5 I JOOpsf I 40' BROWN SILTY SAND PTRucTIoN TESTING & ENGINEERING, mc. GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION 2414 VINEYARD AVENUE. SUITE G ESCONDIDO CA 02029 (619) 746-1955 03 ENG&G,NC CTE JOBNO: 10-1875 FIGURES: c-2 I45 140 135 130 I25 I20 G 5 115 P t U c I g ll0 z > ez; CI 105 100 95 90 85 0 5 10 I5 20 25 30 35 PERCENT MOISTURE (Oh) LAB NUIMBER ASTMD1557 METHOD [ill A 0 B 0 C MAXIMUM OPTIMUM MOISTURE SOIL DESCRIPTION DRY DENSITY SAMPLE DEPTH NUMBER (FEET) MODIFIED PROCTOR RESULTS lPCFI CONTENT I%) GEOTECHNICAL AM) CONSTRUCTION ENGINEUUNG ESTMG AM) MSPECTlON FIGURE: C-3 2114 VINEYARD AVENUE. STE G ESCONDIDOCA. 92029(619)7464911 10-1875 BNOINLEWUIG IUC @$(2ONSTRUCHON TESTING & JZNGINEERING, INC GEOTECHNICAL AND CONSTRUCTION ENGINEERING TESTING AND INSPECTlON 8 2414 VINEYARD AVENUE, SUITE 0 ESCONDIDO CI 92029 (619) 746-4955 -m MOISTURE AND DENSITY TEST ASTM METHOD D2216 LOCATION DEPTH MOISTURE CONTENT DRY DENSITY (feet) ("A) @CO B- 1 B-2 8-2 8-3 8-3 B-4 B-3w/wash IO 5 15 2.5 IO 15 15 9.9 12.1 16.4 27.5 14.6 16.6 18.7 112.0 105.8 101.7 99.6 107.0 105.9 EXPANSION INDEX TEST UBC 29-2 LOCATION DEPTH EXPANSION INDEX EXPANSION POTENTIAL, (feet) 8-5 0-2 93 HIGH RESISTANCE "R"-VALUE CALTRANS 301 LOCATION DEPTH R-VALUE (feet) B- 1 0-3 5 CTE JOB NO: 10-1875 FIGURE: C-4 Fire Protectiow on S&G Chromium Graphics for Carlsbad Fire Department 10 January 1997 Ms. Colleen Balch, Inspector CARLSBAD FIRE DEPARTMENT - 2560 Orion Way vox: 619.931.2121 Carlsbad, CA 92008 fax: 619.929.0256 - - ABOUT: CHROMIUM GRAPHICS-FIRE PROTECTION PLAN Intersection of Loker Avenue East and El Fuerte Street-Carlsbad, CA [Lot 23 &38] I Note: Footnotes are documented in Appendix A with photocopies of Code/Standard citations. I - Dear Inspector Balch: - Tomes, Van Rickley and Associates (TVA) is pleased to report the following information on fire protection performance of business processes at S&G Chromium Graphics new building located near the intersection of Loker Avenue East and El Fuerte Street in Carlsbad, CA. TVA has inspected their previous building on two separate occasions to understand the business processes and design appropriate fire protection features. Regarding these business processes, TVA has the following comments pursuant to conformance with the 1994 Uniform Fire Code (UFC), Articles 79, 80, 81, and Standard 81-2 (High-Piled Storage of Combustibles on Racks in Buildings). The report is sponsored by Chromium Graphics, as they were asked to choose among a list of fire protection consultants that would provide evidence as to the conformance of their business operations with the intent of the 1994 UFC. The intent of the UFC, as stated on page one, is: 'the safeguarding to a reasonable degree of life andproperwfrom the hazards offire and explosion arisingffom the storage, handling and use of hazardous subs?ances, materials and devices, and from conditions hazardous to life or proper@ in the use or occupancy of buildings orpremises." The Code specifically allows for alternative materials and methods to the prescriptions purported, so long as the materials and methods perform consistently with the intent of the Code, and provide at least, equivalent protection as that ascribed to prescriptive methods. - - - - - - GENERAL: A new building is proposed for use by Chromium Graphics. The building-to-be will have tilt-up concrete walls and have a shell rating of Type V-N. The footprint of the building shell will be about 149,000 ft2 with three occu ancies: business (B), manufacturing (F-1), and storage (S-1). The respective areas of these occupancies are: 45,100 ft , 68,000 ft', and 14,000 ft*. Above the business area lays a 13,000 ft' mezzanine of additional business occupancy. - f - - ' 1994 UFC, Section 101.2, Scope, pp. 1-1. - g-~n.l\dul\rr.#r.* u 14 lmvy 1997 pp 2 - It was roposed that the building be protected throughout by an automatic fire sprinkler system with a density of 0.45 gpm/ft over the hydraulically most remote 3,000 ft2. The business area will have a drop-in ceiling with sprinklers designed to an office density. P BUSINESS PROCESSES - Chromium Graphics manufactures printed material on glass, plastic and paper mediums. Ninety percent of their applications involve a patented process called Chromium. The Chromium process applies an ink--through an UV- activated mask--onto a metallized plastic whose three-dimensional tomography creates a holographic effect. This product is backed with paper and laminated on the front with a polyester film. The art work varies to suit, or create a, market demand. Glass work include mirrors. Raw mirror glass is received and stored in the warehouse area. The beginning of the printing process involves stripping the metallic surface using a bath of hydrochloroflorocidic acid at the mirror machine. The acid is squeegeed off the back of the mirror and nickel, chromium and silver are recovered from the acid solution, the solvent is reactivated and recirculated, and the water is neutralized, filtered and discharged to the sewer per Encinitas Water Authority approval. After stripping, the mirror is delivered to the screen printing area where it is coated with UV curable colored inks. After printing, the glass is preheated to 200 OF to facilitate adhesion of the thermal film that coats the tomographic metallized polyester. Subsequent to lamination, the back of the film is mounted with a paper substrate using a water based glue. Lacquered wood frames are then attached to the mirrors, and the entire assembly is cartoned in cardboard to await shipment to the customer. Plastic products include a variety of trading cards. The plastic is lithoprinted off site. When received back on site, the plastic is then screen printed with UV inks and dried in UV radiation. After printing, the plastic sheets are then laminated with a metallized polyester thermal film and mounted at the back with a paper substrate using a water based glue. The glue dries in air. From there, the paper-mounted plastic sheets are cut with guillotine choppers. Finished goods are moved back into the storage area to await shipment to the customer. - - - - - - - OPERATIONAL AREAS Screen Preparation: In the silk-screen preparation area: screen coating, screen bum (UV exposure), screen recoating, screen repair, screen cleaning and reclamation, and screen finishing occur. Art in the form of a film positive is exposed onto the coated screen and subjected to W light. The screen is then prepared for its intended printing equipment. When printing with the screen is complete, the screen is then cleaned, reclaimed and placed into storage for reuse. Screens may last through 11 printing jobs. Screen Wash: After use on the silk-screening machine, metal and plastic spatulas are used to remove large quantities of ink. The screen is then moved to the wash area where 20-30 gallons of citrus-based cleaner in an open basin breaks down the emulsion remaining on the screen. After the silk-screen is wiped down, it is transferred to the reclamation area where high-pressure water and Super-C emulsion remove the final layer. The ink coming off the silk- screens is separated in a 3-stage basin. The oil floats to the top, sludge sinks to the bottom and water leaves from an opening in the middle of tank. This process has met with the approval of Mr. Albert0 Buenovitas of the Encinitas Water Authority. - Protorype Room: Ink Room: - - - - This is a viewing room. Prototypes are hand assembled from prints made of UV inks This is a storage, mixing and preparation room for various liquids. - The ink room contains flammable and irritating liquids, but the ink room complies with the prescriptions of UFC Article 79 and 80 by containing quantities of these liquids in amounts that are exempted (see Appendix B, comparing Tables 3 and 4). Three times the base amount of exemptions in Table 7902.5-A are allowed when these liquids are kept in approved storage cabinets and the building is sprinklered throughout. The Class I1 liquids (alkyd and flat enamel paints, wood finish, screen printing inks and citrus cleaner) will be stored in approved flammable liquid storage cabinets to comply with exempt amounts. Suppries Room: disinfectant cleaners, furniture cleaner, window cleaner, rags. CompressorRoom: manufacturing area. The lubricating oil for the compressors is stored in the maintenance room. Maintenance room: This area stores equipment necessary for the repair and maintenance of manufacturing tools and machinery. Equipment in this area includes: table saw, drill press, machine lathe and mill, and various welding tools. There is oxy-acetelyne and arc welding. Only one oxygen and one acetylene cylinder are stored in the maintenance room; these quantities are within the limits prescribed by UFC Articles 49 (Section 4904) and 80 (Table 8001.13-B). Aerosol paints, wood finish and alkyd paints are stored in this area for use in repair of the facility, not for production of salable goods. The quantity of these materials are within the 1,000 Ib, exempt amount for Level 3 Aerosols per UFC, Article 88 (Table 8802.3-A). Liquefied petroleum gas products are not stored in this room; if there were LPG products, however, 300 lb, are exempted by UFC Article 82, Section 8212.9.1. Framing Assembly: joining wood frames for artwork. Receiving: There is plastic, glass and paper stored in this warehouse area. Plastic metallized laminate comes in solid unit rolls approximately 30 in. tall, 16 in. in diameter and about 0.01 in. thick. Plastic sheeting comes in pallets with paper separating each sheet. There are approximately 250,000 to 300,000 sheets per pallet. The sheets sit on wooden pallets that are stored on racks in the warehouse. All of these plastics are variants of polyethylene terephthalate, whose common name is polyester. Appendix C provides a site plan of where these plastic sheets are stored. Consumer Product Storage: Finished goods are stored in this area. Finished goods include cardboard boxed: Group A plastics (trading cards, company displays and advertising, packaging), glass mirror products, and paper products. The products will be stored on open shelving to heights not exceeding 12 feet. There is no suspended ceiling above, sprinklers at the ceiling will provide fire protection. Appendix C provides a site plan of where these products are stored. Archives: This area contains storage of mostly glass products. There is no suspended ceiling above the perimeter walls to this area; the sprinklers at the ceiling provide fire protection. Products are stored in this area on open shelf racking not exceeding 12 feet in height. Appendix C provides a site plan of where these products are stored. Shipping/Finished Products: This area contains products ready for delivery to market. Products are stored on open shelve racking to heights not exceeding 12 feet in area. There is no suspended ceiling above the perimeter walls to this area; the sprinklers at the ceiling provide fire protection. Appendix C provides a site plan of where these products are stored. SecuredArea: This area contains a mixture of finished plastic and glass products stored in cardboard boxes. The area is secured to prevent illegal or unwanted entry, and to provide archived storage of production runs. The plastic products This contains miscellaneous cleaning and maintenance supplies: paper towels, toilet paper, This area contains the compressor used to deliver air to various machines throughout the This area contains the wood miter chopper and air-driven stapler necessary for cutting and g:\pnmnM&.gI.I4.ilu I4ImuawIW7 pp4 take the shape of small trading cards (e.g. baseball, football cards). The products will be stored on open shelf racks to a height not exceeding 12 feet. DEFINITIONS: Solid-unit load of Nonexpanded Plastic: A solid-unit load is defined by the UFC as either an exposed or cartoned product that has no voids within the load and will bum only at the exterior of the load. A solid-unit load represents a reduced fire hazard because they bum as a face fire. A face-fire is a reduced fire hazard because there is less surface area available to provide fuel to the flames. A face fire may also be easily extinguished because the face is exposed and available to wetting from the sprinkler spray. COMMODITY CLASSIFICATION. 1. The 250,000 sheets of 28-in. x 40-in. x .010 mil polyethylene terephthalate on wood pallet are defined by UFC Standard 81-1 as solid-unit load Group A plastic. 2. The 30 in. high rolls of vertically-stacked, metallized polyethylene terephthalate sheets are defined by UFC Standard 81-1 as solid-unit load Group A plastics. 3. Liquids stored in the ink room are defined by UFC as flammable and combustible. A more detailed description of liquids is provided in Appendix A. 4. Liquids used in the open at the silk-screen washing area are classified as Class I1 per 1994 UFC, Article 79. 5. Corrugated cardboard stored in the warehouse area is a Class I11 commodity per 1994 UFC, Standard 81-1, Section 2- 1.3. 6. Wooden pallets stored outside the building are classified as Class I11 commodity per the 1994 UFC, Standard 81-1, Section 2-1.3. - SPRTNKLER FIRE PROTECTION: - The most challenging commodity to protect from fire in this occupancy is exposed, Group A plastic on racks. The NFPA codes do not provide guidelines for sprinkler protection of this specific commodity? Factory Mutual does. Guidelines used by Factory Mutual were used to justify sprinkler densities because Factory Mutual explicitly addresses protection criteria of this commodity, while NFPA does not. The following specifications describe proposed fire protection for various areas within the Chromium Graphics occupancy: - - 1994 UFC Standard 81-1, Section 1-2, pp. 2-656, middle ofthe page. 1990NFPA231C,Figure8-1.1,pp. 2-761. 2 3 - g \peMdtancr-~-,4 c. IlI.n"uy1597 QQ5 Chromium Graphics is committed to maintaining storage of all products below the 12 foot level. Racking will contain open shelves. Transverse flue spaces of 3 inches (consisting of the steel structural members) and longitudinal flue spaces of 6 inches will be maintained. 1. Palletized solid-unit loads of polyethylene terephthalate This commodity is stored as exposed, unexpanded, solid-unit load, Group A plastic on pallet placed upon racks. The solid-unit load plastic is present as a 28 x 48 in. film with paper between each plastic sheet. There will be no commodities stored above the plastic commodities. Plastic will be stored to only 12 ft in height. There will be 18 ft of clear height. NFPA sprinkler design densities are not recommended for this situation because: 1). NFPA 23 IC does not explicitly address exposed Group A plastics stored in racks, 2). NFPA 23 IC does not address rack storage of Group A plastics with clear heights exceeding 10 ft. It is therefore petitioned that the sprinkler design he based upon alternate materials and methods4 The proposed sprinkler design is based upon Factory Mutual (FM) guidelines. FM is an accepted approval agency; they enjoy a planet- wide reputation for prudent and reasonable sprinkler design, and FM verifies their sprinkler densities with full-scale fire testing. FM guidelines also specifically address exposed, unexpanded Group A plastics in racks with ceilings more than 10 feet above the top of storage. FM does not consider solid-unit load plastics; but if FM did, this would decrease the sprinkler design density because solid-unit loads are the least hazardous type of fuel configuration (see Definitions). Applying another NFPA standard to this product, when another NFPA standard does not explicitly address this exposed plastic product, may result in ineffective fire protection and probably effect economic waste. Furthermore, while Chromium Graphics will store plastics to only 12 feet, the proposed sprinkler density is adequate for storage of plastics to 15 feet. There are two conservative features built into the sprinkler density design of these products: 1. the solid-unit load is the least hazardous from of Group A plastic While NFPA 231 sprinkler designs do not explicitly apply to this exposed, unexpanded solid unit load Group A plastic on racks, it does provide an insight as to why the solid-unit load is the least severe hazard of all Group A plastic configurations. In recognizing the reduced hazard of solid-unit loads, NFPA 23 1 assigned its lowest sprinkler density curve of seven types of Group A plastics. A fire in solid- unit load plastics does not care whether or not NFPA or FM standards apply, the fire will burn the same regardless. This is why--even though FM does not account for it--if FM did account for solid-unit load, the required sprinkler design density would be less. The solid-unit load represents a lower hazard than ensembles of many, smaller commodities bundled together that have a greater surface area per volume. A greater surface area of exposed fuel means more fuel will be produced. 2. the sprinkler density is designed to protect for 15 ft of storage, but only 12 ft will be used. ' 1994 UFC, Section 103.1.2, Alternate Materials and Methods, pp 1-2 - g:~".MC&,-g-rl.C. 14J.n-1997 pp6 The clear height above the plastic will be 18 feet. In their design tables, FM considers clear height in excess of 20 ft? Commodity Classification: Aisles: Racks: Rack Design: Shelving: Sprinklers density: Sprinkler type: Building Roof Deck 2. Flammable liquids in the ink room Commodity Classification: Commodity Quantity: Commodity Containers: Storage Height: Ventilation: Sprinklers: Fire Extinguisher: Fire Extinguisher Location: Class V materials, solid-unit load only 8 ft. or greater Multiple, Double or Single row Racks 3 in. transverse (including steel columns), 6 in. longitudinal flue space storage no higher than 12 ft. Paint racks red above 12 foot level and attach metal sign stating, 'store plastics lower than 12 feet per Fire Department' Open, not solid 0.6/2,500 Standard sprinkler @ 286 "F or EL0 @ either 286 "F or 165 "F maximum 30 fi. Class I-A and Class I-B flammable liquids Class I-A: 60 gal outsidel90 gal. inside of approved storage cabinets Class I-B: 120 gal. outside/l80 gal. inside of approved storage cabinets Vessels 5 gal. or less' Class I-A to 4 ft. high, Class I-B to 8 ft. highs Provided at a rate of 3 scfm/ft' floor area. 0.3/3,000 minimum overhead sprinkler density (provided for with 0.45/3,000) 1 50 Ib. wheeled-C02 extinguisher with plastic nozzle less than 30 ft away 6 This area complies with Articles 79 and 80 of the UFC because the amounts of liquids are within the allowable exemptions. Ventilation will be provided to remove vapors from this area by means of vents provided near the floor along one wall of the room. 3. Class I1 liquids used in the silk-screen washing area - Commodity Classification: Class I1 combustible liquid Commodity Container: Commodity Quantity: Open washing basin (for silk screen cleaning) containing about 30 gal. Recommended allowance is 60 gal. in open use: about 30 gal. is proposed - Storage Height: to 8 ft. high" FM Data Sheet 8-9, Storage of Commodities, Table 3.3.7.2(m), pp 38. 1995. 1994 UFC, Table 7903.2-B, Exempt Amounts for Use 1994 UFC, Table 7902.5-F, Sprinkler Protection for Solid-Piled Flammable Liquids, Class I-A liquids, pp. 1-278, 1994 UFC, Table 7902.5-C, Maximum Storage Height in Control Area, Class I-A, pp. 1-275. 1994 UFC, Table 7903.2-8, Exempt Amounts for Open Use 1994 UFC, Table 7902.5-C, Maximum Storage Height in Control Area, Class 11, pp. 1-275. 5 6 7 - - 9 10 S.\WMNM*.S4 u ,"lul".,y1991 pp7 Ventilation: Electrical Wiring: Sprinklers: Fire Extinguisher: Fire Extinguisher Location: 3 scfm/ft* floor area extending 10 ft beyond wash basin floor projection, ventilation should be directly to outside and away from building air intakes'' Class 1, Div. 1, Group D equipment within 5 ft of wash basin in all directions Class 1, Div. 2, Group D equipment within 25 ft of wash basin to 3 ft high" 0.25/5,000 prescribed by UFC13 (this is provided via .45/3,000) Not needed, as liquid is water-miscible less than 30 ft away This area complies with Articles 79 and 80 of the UFC because the amount of liquids are within the allowable exemptions. Ventilation will be provided to remove vapors from this area by means of vents provided near the floor along one wall of the room. 4. Corrugated cardboard in receiving storage area, near plastic storage Commodity Classification: Commodity Storage: Class I11 commodity per 1994 UFC, Standard 81-1, Section 2-1.3. solid-pile on pallets, laying flat stored to 12 ft high any pile dimension not to exceed 25 ft on a side. aisles need to allow egress to nearest exit 0.23/3,000 (this is provided for with 0.45/3,000) 286 OF activation temperature Sprinklers: The proposed density of 0.23/3,000 allows up to 25 ft of storage height; only 12 ft storage heights will be used. The design density is obtained from UFC, Standard 81-1, Figure 6-1.2(b), Class 111 commodity. The recommended density is provided for because the proposed density is 0.45/3,000. 5. Wooden pallets stored outside the building Commodity Classification: Commodity Use: Storage Height: Storage Location: (see Appendix C). Class I11 commodity per the 1994 UFC, Standard 81-1, Section 2-1.3. storage, awaiting return to delivery company not regulated, but not advised over 20 ft, as these pose severe fire hazard if openings in exterior wall, pallets should be > 50 ft distant from openings if no openings in masonry exterior wall, no distance requirement is prescribed. - HAZARDOUS MATERIAL: - The prescriptive codes allow small quantities of hazardous materials within buildings. The reason these allowances are granted is recognition that it is difficult to have a big problem from a small amount of material. Expert judgment is necessary to determine when an amount of material becomes an unreasonable risk. In the case of Chromium Graphics, the amount of hazardous material presented by Chromium Graphics qualifies within the exempted amount by UFC. - - I' 1994 UFC, Section 7903.2.2.3.7., Ventilation of Flammable Liquid Machines, pp. 1-287. I' 1994 UFC, Table 7902.5-F, Sprinkler Protection for Class I1 in containers > 5 gals. Solid Pile, pp 1-278 1994 UFC, Table 7901.4-A -- Class I Electrical Equipment Locations, pp. 1-244. 12 8 \pmon.Mdur-p%4 ca I4lmuuy1%7 pp8 - Given that the amount of hazardous materials presented by Chromium Graphics qualifies as exempt (see Appendix A), it is not required by Code prescriptions to fortifying construction to hazardous materials storage rooms standards. Requirements of 1994 UBC Sections 307.2.3 through 307.2.5 and Section 1202.2.3 do not apply. General safe practices such as locating air removal ducts near the floor per 1994 UFC Section 8003.18.2-5 are adhered to. Performance based safe practices regarding flammable liquids are adhered to as well, to an extent greater than required by prescriptive Code Methods. Dispensing and Use of Hazardous Materials Hazardous materials may be used anywhere within the manufacturing and storage occupancies of this facility. The roof- mounted sprinkler protection is appropriate for flammable liquids proposed for this facility. Where possible, open containers and mixing should be restricted to rooms with appropriate ventilation (is. the ink room, the screen wash room and rooms neighboring the screen wash room). However, this is not to say that all dispensing of incidental amounts of hazardous materials (Le. cleaning solvents from cup-size containers) on the production floor should be prohibited. Prescriptions in 1994 UBC, Appendix Chapter 12, are a good rule of thumb, a suggested practice, but these prescriptions are also an addendum to the Code itself that do not consider individual performance characteristics unique to this facility that may unbalance reasonable fire protection design. Chromium Graphics will be running three shifts per da this enhances fire safety. In respect to the fire protection provided by constant supervision, the Life Safety Code waives smoke detectors requirements for some occupancies. The second strong fire protection feature for Chromium Graphics is the overhead sprinkler system; this system delivers 0.45 gpm/ft2 in the process areas, a very reasonable protection from fire hazard. The third safety feature is ventilation over the production areas. There is strong ventilation over storage and use areas; there is adequate ventilation over production areas. The production areas do not require large ventilation rates because there are not many large open containers. In light of this small use in the process area, ventilation for health exceeds the necessity to ventilate for fire safety. The 6 air changes per hour recommended per Appendix Chapter 12 is a good rule for flammable/combustible liquid use areas such as the Ink Room and the Silk-screen Cleaning Area. Benches for dispensing liquids should be designed to a comfortable working elevation and if conductive, bonded and grounded. All pouring of nonpolar flammable (Class I) and heated Class I1 liquids in these areas should be conducted with grounded and bonded containers. Ink Room The Ink Room is not an enclosure, neither is it legally required to qualify as an enclosure per the 1994 UFC; this is because a hazardous materials storage room does not need to be constructed when quantities of hazardous materials are less than exempted amounts. More importantly, the Ink Room has safety features that provide for fire safety above what is prescribed in the UFC. There is ventilation in the Ink Room moving 3250 scfm through each of two registers. The registers are mounted near floor level at opposite sides of the same wall; this wall is an exterior wall to the building. The ventilation scheme creates a sweeping air motion from out in the main production area, into and across the Ink Room floor, and then out of the room via the exterior wall ducts. Air will not be well swept at the top of this room because the two intake ducts are located near the floor. The majority of vapors produced from open containers in the Ink Room are heavier than air, therefore a sweeping air motion at the top of the room would be ineffective. Assuming the air flow rate across the Ink Room floor is uniform to a height of 5 feet, the air flow rate across the room is about 80 air changes per hour. In some regards, having an open chain-link fence onto the process area is a better design than having a solid wall there (as long as a barrier is created as described below). This is because any vapors released in the process area would be swept into the storage room and then directly out of the building. To facilitate proper air flow, the liquid storage cabinets and shelves should be placed so as to form a solid barrier. This barrier would be located against the chain link fence that is parallel to and opposite the telephone room. It is most - - - - - - 8. - - - c - - - - - - B \pMnaMdkr.pM o IllulU.rY1991 pp9 important that these cabinets (or some other solid component) form a solid comer with and tightly abut the wall that is part of the building exterior. This will prevent airflows from short-circuiting in from the side of the Ink Room. Because the amount of hazardous materials presented by Chromium Graphics for storagehe is less than the exempt amounts, the requirement for secondary containment is not activated by prescriptive methods. Therefore 1994 UBC Sections 307.2.3 and Section 307.2.4 do not apply. From a performance-based analysis, secondary containment is not reasonable for the ink room, either. This is because the majority of hazardous materials in the Ink Room are combustible liquids, stored in approved cabinets within S gallon containers. Because the predominant container size is 5 gallon, , the most likely spill would involve a S gallon spill during a pour. A 5 gallon spill of high viscosity paint or ink will cover about 80 ft’. The floor area of the Ink Room is 980 ft2, large enough to contain about 12 similar spills. The cabinets would contain any spills that occur inside them, as well. From a performance basis, spill control in the Ink Room would be redundant, and furthermore is not required by the UFC for this Ink Room. Maintenance Room and Machine Shop There are limited quantities of hazardous materials stored in this room, but the quantities and nature of the materials are such that fire and health hazards are reasonably protected for in this area. This area is not considered a true wood shop in that there are only two equipment pieces: a miter saw and a staple gun. The miter saw is attached to a dust collection system that should have cleanout ports every 10 feet. If the ducting is less than 10 feet to the storage bin, then no cleanouts are needed. Silk-screen Cleaning Area A citrus-based agent is used to clean inks from the silk-screens. This cleaner will be stored in the Ink Room within approved cabinets capable of spill containment. The citrus-based agent is stored in 5-gallon containers. To dispense this liquid, a 5-gallon container is taken from the Ink Room and walked over to the Silk-screen Cleaning Area where it is dispensed into the basin. Any remaining agent will be immediately returned to storage in the Ink Room. The silk-screen cleaning basin has ventilation around and above it. This ventilation draws vapors leaving the liquid surface and transports them upwards and then directly outdoors from a point more than 10 feet to the nearest air intake and more than 3 feet above the roof. If the assumed volume of air drawn by the ducts includes an air space 7 feet above the 42 ftZ basin surface, this system would then draw about 1,040 air changes per hour. Because the amount of hazardous materials presented by Chromium Graphics for storage and use is less than the exempt amount, the requirement for secondary containment is not activated by prescriptive methods found in 1994 UBC, Sections 307.2.3 and 307.2.4. From a performance basis, a burning liquid spill would be controlled by sprinkler water because the citrus-based washing solvent is water miscible. As further fire protection from spills, Class I, Division 11, Group D rated electrical equipment is specified for this Silk-screen Washing Area. No skylights are detailed for the Silk-screen Cleaning Room, as the amounts of flammable liquids are within exempted quantities allowed by the 1994 UFC. GENERAL FIRE PROTECTION: Of fires originating in flammable-liquid storage tanks and incurring financial loss over a 13 year survey (1962 to 1974) of a major underwriter’s clients, all fires involved either a Class I liquid or heated Class I1 liquids. From this survey it is reasonable to say history warrants directing most of one’s fire protection of flammable liquids towards Class 1’s and II’s, and away from the Class 111’s. SUPERVISION The Chromium Graphics facility will eventually support 3 shifts per day. There will be security walking the premises inside and out, during nonbusiness hours. There are surveillance cameras reporting to a continuously attended central station. These factors serve as an extremely reliable detection system (NFPA 101 [Health Care Occupancies] recognizes human surveillance as equivalent to smoke detection), above and in addition to the detection/suppression capabilities already provided via the automatic sprinkler system. FIRE EXTINGUISHERS Fire extinguishers will be mounted three to five feet above the floor, in conspicuous areas and identified with large, obvious signage. Fire extinguishers are placed so that occupants may reach them within 75 feet of any location (see Figure 3 in Appendix C). The ink-room should have a 10-B extinguisher (preferably C02 because this agent will not damage printing machines). The ink room is within the exempt amounts of flammable liquid storage per UFC Article 79. A 10-B C02 extinguisher is large enough to require a cart. Fire extinguishers meeting 2-A:lO-B:C criterion will suffice for other locations. It is noted that optional placement of C02 extinguishers in service adjacent to these 2-A:lO-B:C extinguishers provides a ‘clean’ means of extinguishing fires around printing equipment that is susceptible to corrosion by dry powders used in conventional A:B:C extinguishers. All employees will be trained in the proper use of fire extinguishers. Training will be provided to accomplish appropriate use by building occupants of portable fire extinguishers on flammable liquid fires. SMOKING There will be no smoking permitted within the production areas, maintenance room, areas of high-piled stock, or within 50 feet (at mezzanine and ground floor levels) of either the ink room or silk-screen washing basins. SMOKE VENTS in the STORAGE and PROCESS AREA Smoke vents are required by 1994 UFC prescriptions per Table 81-B. In light of recent tests, coordinated in substantial part by TVA, the fire suppression benefit of draft curtains when interacting with sprinklers is dubious. Draft curtain requirements from the UFC may be waived by the Carlsbad Fire Department if smoke vents are installed at the 1:75 ratio on roof area. Although required, this does not imply smoke venting during working fire conditions is necessarily beneficial. Smoke vents designed with activation temperatures one-setting higher than sprinkler activation temperatures will not open if sprinklers operate appropriately. If sprinklers do not operate appropriately, there is no amount of smoke venting or firefighting that will control a fire in high-piled plastic storage. Despite this behavior, recommendation for smoke vent activation remains one-setting higher than sprinkler activation temperatures, because it is better for the firefighting teams to manually open these vents, than to deal with the consequences of automatic vent opening. If sprinklers operate, ‘cooled smoke’ will not all buoy to the ceiling and the compartment quickly fills at floor level with obscuring gray soot and steam. Because the generation rate of smoke in high-piled plastic storage is large, full-scale tests show mechanical ventilation--even in sprinkler-controlled fires--will not clear the building until tens of minutes after ~:~m".Mmb-gr-#.ca I4 Jmuy 1997 pp I I - venting initiation. There is also a concern that opening smoke vents during working fire conditions can increase fire growth due to make-up air providing fresh oxygen to the fire. If sprinklers do not operate, it is virtually certain that in high-pile storage, manual firefighting efforts will be unable to suppress the fire, regardless of smoke vent presence (per NFPA 231C, Appendix A-12-6, 1st paragraph). Manual firefighting is not a substitute for sprinkler protection in high-piled plastic storage (NFPA 231, Appendix A-5.5, first sentence). While smoke venting is necessary to provide visibility for firefighters, the effectiveness of smoke venting during working fire conditions is uncertain. As of this writing, investigation of sprinkler and smoke vent interaction is being investigated by the NFPA Research Association, NIST and SFPE using full-scale fire tests and computational fluid - - - dynamics. What is certain, is that NFPA 204M (the mother standard to UFC smoke venting requirements) recommends venting only in large, open-space, single-story buildings without sprinklers by manual activation. Furthermore, NFPA 23 1C does not consider smoke venting in high-piled storage for its water-density design curves, and recommends venting with sprinkler protection only as a post-fire overhaul and salvage tool (NFPA 231C, Appendix A-12-6, Fire Department Operations, pp. 2-793, bottom). Given this scenario, it is certain that the 1:75 ratio of smoke vents to roof area is excessively low as there is no warrant for urgent smoke removal during salvage operations. A larger ratio of vent to roof area unencumbers the building owner from capitalizing excessive smoke vents, while still providing firefighters with smoke removal - - - capability. In summary, smoke venting during working fire conditions should not noticeably improve lifesafety of firefighters or normal building occupants; smoke venting augments overhaul operations. With or without smoke vents, a substantial fire in high-piled plastic storage will obscure the compartment with smoke; the determining factor in suppressing high- piled commodity fires is sprinkler system performance. The large compartment volume where commodities are stored in Chromium Graphics will require about 13 minutes to obscures egress. Physically-challenged and other individuals alike should accomplish evacuation in this time. - - - FIRE EVACUATION PLAN: The building will have an emergency evacuation plan. This plan will involve all employees and will ensure safe evacuation of all employees and visitors. Each portion of the building will have an assigned employee (fire warden) and that warden will be responsible for the evacuation of all people in their area. The warden will watch for fire hazards and in the event of emergency, account for all persons assigned to herhis group at a designated meeting place. Aisle ways shall not be blocked. A minimum of 36 inches will be maintained for all aisles when stocking is being performed and all product will be kept on one side of the aisle. Travel distances to the furthest exit, from any location in the building, do not exceed 200 feet. Code requires that exits be located within 200 ft travel distance from any point within the building. Exit doors shall remain unobstructed and opened biweekly to insure proper operation. Exit signs will be kept illuminated while the building is occupied. Emergency lighting will be provided within the structure such that sufficient light is provided to avoid obstacles in one's path of egress. - - - - - - c r SMALL HOSE CONNECTIONS: A SMALL HOSE CONNECTIONS: A 1 1/2-in. hose connection is recommended near an exterior-exit door serving the high-piled plastics rack storage area. The connection will enable a 100 ft. hose (or hoses) with 30 8. water stream to reach every portion of the rack storage areas. The purpose of these hose connections is to allow easier salvage and overhaul operations. Hose racks are not recommended as we expect firefighters to supply their own standpipe packs and firefighting performed by nontrained personnel may be ineffectual and will delay their egress. FIRE SYSTEM ALARMS & SUPERVISION: Central station supervision of the facilities by security guards, cameras, and fire sprinkler monitoring system will be provided. The latter will conform with local requirements and NFPA Standard 71. The central station service supervises the status of control valves and water flow for each distinct fire sprinkler system and riser. Eventually, the building will be continually occupied, when 3 shift production scheduling is implemented. CONCLUSION This plan is held to be complete and comprehensive, meeting the intent of all Code and Standard requirements. Comments and suggestions are welcomed that move this plan towards a more reasonable and appropriate design for the health, safety and welfare of life and property. The assistance of Del West, Steve Terrill and Richard Marsch in providing timely and thorough information about chemicals and processes within their occupancy is appreciatively recognized. Best regards, Scot Deal, M.S., P.E. SDIsd: encls. cc: Steve TerrilVChromium Graphics Del WesUChromium Graphics Richard Marsh/Ware & Malcomb Steve Goyette, file/TVA SDO - - - APPENDIX A -- DOCUMENTATION OF FOOTNOTES - - c - - - - L - - - L - - - - L: -, .. >. . . 1994 UNIFORM FIRE CODE :.- .? 1. .. . .. ~. ., . 'I . -, - 101-101.6 GENERAL ARTICLE 1 - ADMINISTRATION lhk' . ' :,.. SECTION 101 -GENERAL . . 101.1 Title. Thiscode shall be known as the UNIFORM FIRE CODE, may be cited as such, and will be referred to, herein as "this code." 101.2 Scope. This code prescribes regulations consistent with nationally recognized good ractice for he safeguarding to a reasonable degree of life and property from the hazards of fire and plosion arising from the storage, handling and use of hazardous substances, materials and devices, and from conditions hazardous to life or property in the use or occupancy of buildings or The provisions of this code shall supplement any and all laws relating to firesafety and shall apply to all persons without restriction, unless specifically exempted, 101.3 Subjects Not Specifically Regulated by th;s Code. Where no applicable standards or requirements are set forth in this code, or contained within other laws, codes, regulations, ordinances or bylaws adopted by the jurisdiction, compliance with applicable, standards of the National Fire Protection Association or other nationally recognized fre-safety standards as are approved by the chief shall be deemed as prima facie evidence of compliance with the intent of this code. See also Section 9001.2. Nothing herein shall derogate from the power of the chief to determine compliance with codes or standards foi'those activities or installations within the chief's jurisdiction or responsibility. . e 101.4 Supplemental Rules and Regulations. Thechief. with the approvalof the administrator,is . authorized to make and enforce such rules and regulations for the prevention and control of fires and fire hazards as necessary to carry out the intent of this code. A minimum of one certified copy or the number required by governing law of such rules and reg- ulations shall be filed with the clerk of the jurisdiction and shall be in effect immediately thereafter and additional copies shall be kept in the office of the fire department for distribution to the public. 101s Liability.' The chief and other individuals charged by the chief with the control or extin- guishment of any fue, the enforcement of this code or any other official duties, acting in good faith .. :: . and without malice in the discharge of their duties, shall not thereby be rendered personally liable .:, -. foranydamagethatmayacciue topersonsorpropertyasaresultofanyactorbyreasonofanyactor .. omission in the discharge of their duties. Any suit brought against the chief or such individuals be- cause of such act or omission performed in the enforcement of any provision of such codes or other . pertinent laws or ordinances implemented through the enforcement of this code or enforced by the code enforcement agency shall be defe?ded by this jurisdiction until final termination of such pro- ceedings, and any judgment resulting rherefrom shall be assumed by this jurisdiction. operating or controlling any building or structure for any damages topersons or property caused by defects, nor shall the code enforcement agency or its parent jurisdiction be held as assumhg any such liability by reason of the inspections authorized .~ by this code or any permits or certificates is- sued under this code. 101.6 Conflicting Provisions. Where there is a conflict between a general requirement and a my$:' -D:. . .. .- premises. .< , .* . - . - wPi?m - - a !a - . . , .. .. .. -. - . ... . . Thiscodeshallnot beconstrued torelievefromorlessentheresponsibilityofanypersonowning, .. .- .. See also Section 103.3.2.1. .. . . specific requirement, the specific requirement shall be applicable. ... .. 9 1 f STANDARD 81-1 1994 UNIFORM FIRE -1. . I I 4 I J 1 i 1 . Stable Piles. Those arrays where collapse, spillage of . content, or leaning of stacks across Rue spaces is not likely to occur soon after initial fire development.. .. .. NOTE Storage on pallets, compartmented storage; or ' plastic components chat are held in place by materials that do not deform readily under fire conditions are examples of . stable storage. .. Unstable Pile;. Those arrays where collapsC, spillage of contents, or leaning of stacks across Rue spaces will occur soon after initial fire development. ., NOTE Leaning-stacks, crushed bottom cartons, or reli- ance on combustible bands for stability are examples of potential pile instability under a fire condition. An increase in pile height will tend to increase instability. Shall. Indicates a mandatory requirement. Shelf Storage.' Storage on structures less than 30 in. (76.2 cm) deep with shelves usuzlly 2 ft (0.6 m) apart ver- tically and separated by approximately SO-in. (76.2-cm) aisles. Should. Indicates a recommendation or that which is advised but not required. Solid Unit Load of a Nonexpanded Plastic (either car- or exposed). A load that does not have voids (air) the load and will burn only on the exterior of the ater from sprinklers may reach mpst surfaces avail- - Sprinkler Temperature Rating. A 165°F (74'C) rating includes..temperature ratings between .135"F .(57'C) and ,175"F (EO'C), and a 286°F ~141°C)'rating includes temper- . ature radngs between 250°F (121°C) and 300°F (149°C). . - - ' '1 .f - able to burn. ' .. - - .. . - 2-656 . Storage Aids. Commodity storage deviies. .. suih .. as . 'pal-, ' Unit Load. A pallei loadlor module held togethei in: some manner and normally transported by material-; handling equipment. lets, dunnage, separators, and skids. .. . . . .. .. .. . .. . . . '. .. .. ._ ' Chapter 2 Classifichion of Storage ' : ... . , ;. ._ 2-1 Commodity Classification. . .. ... .. .' .I ' 2-1.1 Class I commodity is defined asessentially noncom- bustible producu' on combustible pallets,,in ordinary cor: : rugated cartons with or without single-thickness dividers; ,.: or in ordinary paper wrappings with or without pallets., : ,. : .. Examples of Class I products are: 4 .-.:: :... . . . ' .. .. c * I STANDARD 81-2 . . 8-1.5'.5- In-Rack Sprinkler- Water Demand. 1.. Water'.' .+I .demand for sprinklers installed in racks:shall be based. on . simultaneous operation.of the most hydraulically remote: (a) Eight sprinklers when only one'level is installed in racks. (b) Fourteen sprinklers (seven on each top two levels) when more than one level is.installed in racks. ,.. , I 8-1.5.6 Chapters 1,th;ough 5 apply.to plastics storage. 8-2 Single, Double, and Multi-Row Racks - Storage up to and Including 25 ft (7.6 m) - CLear&Ges up io and Including 10 ft (3 m). 8-2.1 Ceiling-Sprinkler Water Demand. For Group A plastic commodities in cartons, encapsulated, or nonencap- sulated in single, double, and multi-row 'racks, ceiling sprinkler water demand in terms of-density (gpdft') and area of operation (fi') shall be selected from Figures 8-2 (a) through (i). Linear interpolation of design densities and areas of application shall be permitted between storage heights with the same clearances. No interpolation betweer, clearances shall be permitted. .. PLASTICS ... GROUP B GROUP C Class IV Class 111 GROUP A I .. ' ... .. : ' ........ .. L.. ............ CARTONED ,.. ...... ... , .... .... EXPANDED OR NONEXPANDED .. I i. I STA'BLE . Tables 8-2.1 FREE.FLOWING Class IV ... - ard 8.3.1 ...... ... ......... ..- . ... .. ,.. .. .. ' , ?,; 1 ./. - Figure 8-1.1 Decision Tree. 2-761 .- i 1 " I -. ......... 8-2 Single; .Doubli,,'and Multi-Row Racks :- Storage'.up to and IncludGg25' L, .._. K(7.6 m) - ClearZc6es up.-i6'and .... -.,. . Including .... ..%E:. 10 fi (3 .,. m)., , ........ -. through (i), ,Litieai-interpolation of design .densities, and areas of .application shall be permitted between storage heights with'tlie same clearances. No interpolation between clearances shall be permitted. ... .. -. .. . ._ . '! :: ... : - 1 GROUP - ., ...... I ._ > - ! ............ GROUP C ...,Ti . GROUP B - ' Clarr IV ' CllU 111 A . , ... r'.7,. .. , ....... . 1: ,.. ..... .,>-: .. i i, j ! STANDARD 81-2 1994 UNIFORM FIRE ( Strategies for Protection Rack Storage of Plastics Single Row, Double Row, & Mu1 Row Rack Configurations Unexposed (Expanded and Unexpanded) Group A Plastics 15 Foot Storage 5 Foot Clearance .45R000 ceiling .30ROOO ceiling See 8-2.1.1 and 8-2.1.3 and Figure 8-2(g) See Note 2 nu nu 11111111111 Figure E-+). I /111///1111 , -. f 5 to IO FOOI Clearance La5 see 8-2.1.2, See Note 2 *- 8-2.1.2 ,8-2.1.4 and figure 8-2(9) on no on Figure 8-2(b). U0O UU /I111111111 2-762 - 101.7-103.1.4 1994 UNIFORM FIRE CODE .01.7 Severability. If any provision of this code or the application thereof to any person or cir- .. :urnstance is held invalid, the remainder of the code and the application of such provision to other xxsons or circumstances shall not be affected thereby. 101.8 References to Appendix. When this code references the appendix, the provisions in the tppendix shall not apply unless specifically adopted. 101.9 Amendments. When reference is made to a portion of this code or other applicable laws or xdinances, the reference applies to all amendments and additions now or hereafter made. SECTION 102 - RETROACTIVE APPLICATION TO EXISTING CONDITIONS 102.1 Existing Conditions. The provisions of.this code shall apply to conditions arising after the idoption thereof, conditions not legally in existence at the adoption of this code, and to conditions xhich, in the opinion of the chief, constitute a distinct hazard to-lifepr property. See also Appen- iices I-A and I-B. .... . .?. . , '. - ... ... - SECTION 103 - INSPECTION AND ENFORCEMENT 103.1 General. 103.1.1 Technical assistance. To determine the acceptability of technologies, processes, prod- xts, facilities, materials and uses attending the design, operation or use of a building or premises jubject to the inspection of the department, the chief is authorized to require the owner or the person in possession or control of the building or premises to provide, without charge to the jurisdiction, a technical opinion and report. The opinion and report shall be prepared by a qualified engineer, spe- tialist, laboratoy or fire-safety specialty organization acceptable to the chief and the owner and shall analyze the fire-safety properties of the design, operation or use of the building or premises ia3.1.2 Alternate materials and methods. The chief. on notice to the buildine official. is autho- -.:. and the facilities and appurtenances situated thereon, to recommend necessary changes. .. .. . .. .. . .. ... .. ... ... ....... . .: ., .. ..... ... .. .. .. ...... ... r .: . , .. ..; . :.. : . .. .. Y rized to approve alternate materials or methods, provided that the chief finds that the proposed de- sign, use or operation satisfactorily complies with the intent of this code and that the material, method of work performed or operation is, for the purpose intended, at least equivalent to that scribed in this code in quality, strength, cffectiveney, fire resistance, durability and safety. als under the authority herein containea shall be subject to the approval of the building official whenever the alternate material or method involves matters regulated by the Building Code. The chief is authorized to require tests as proof of compliance with the intent of this code. Such tests shall be made by an approved agency at the expense of the person requesting approval of the alternate material or method of construction. 103.1.3 Practical difficulties. The chief is authorized to modify any of the provisions of this code upon application in writing by the owner, a lessee or a duly authorized representative where there are practical difficulties in the way of carrying out the provisions of the code, provided that the spirit lars of such modification and the decision of the chief shall be entered upon the records of the de- ... : .... ... .. ... .... .. .. i .. .... . . :;:...:>, i.i..?L;: .... .......... _..!. ...... .i... :. ...... . I. ..._. ... (. of the code shall be complied with, public safety secured and substantial justice done. The particu- partment and a signed copy shall be furnished to the applicant. ... ... : '! .. .. ... 103.1.4 Appeals. To determine the suitability of alternate materials and types of construction and to provide for reasonable interpretations of the provisions of this code, there shall be and hereby is created a board of appeals consisting of five members who are qualified by experience and training to pass judgment upon pertinent matters. The chief shall be an ex officio member and shall act as secretary of the board. The board of appeals shall be appointed by the executive body and shall hold office at their pleasure-. The board shall adopt reasonable rules and regulations for conducting its investigations and shall render decisions and findings in writing to the fire chief, with a duplicate copy to the appellant. , ;.:/ .. ... . , . .,. . .. ..... .. ...... ... .... .... I..'... : .. .. ... .. .. .. .... .... I.. .... ... .. ' .. '. 1-2 ... .. ....... ... 8-9 STORAGE OF COMMODITIES - Page 38 I P Table 3.3.72(m). Rack Storage Of Chioned Expanded Gmup A 6 B PIasUcs, crutoned Polyufethaw, Cartoned Unqanded Gmop A & B Plasflcc and Uncartoned Unerpanded Group A & B Plastics wMI Open Shelves Maximum Bulknna or &fling Hefght nim) 15 (4.6) 30 (9.1) Note 12 20 (6.1) f.30. (9.1) ,Note92 35 (10.7) 40 (122) Over 40 (122) 25 (7.6) 30 (9.1) 40 (122) Over 40 (122) 30 (9.1) Note 12 Note 12 35 (1O.Q 40 (122) 41-45 (12.5-13.7) Over 45 (13.7) EL0 AS.-28S or 1657 (141 or 74V). or StandardAS.486aF Lage0mpA.S.. No. AS. 8 Pkwra ~~- ~~ (141*C), SRR, DRR & ESFR AS. 1E.F 28PF(141%). MRR, Wet-Pipa, Derr V4'C), Wet-Pip, No. 28s 01 165*F(141 or DWPlW snu (mw w- (q AS. (P Pressurn 74%). Wet-Pipe Note 11 fi) Imm'mW (s4 m) 0.30R000 (12'186) 12 0 50psl 15 0 25 psl ' 25 0 25 psi (1.7 bar) (3.4 bar) (1.7 bar) NOb.5 Note 10 12 Q 50 psi 15825psi 25 0 25 psl (1.7 bar) 0.4y2oOo (lW186) or (3.4 bar) (1.7 bar) 0.30R000 (12'186) 6 1 Note 3 Note 1 Note 1 Note 1 DNA Note 1 Note 1 Note 1 Note 10 Level IRAS Note 6 12050pSl - 15Q25psl 25@25psl(lJbar) 0.4Y2000(1Wl&)or - (3.4 bar) (1.7 bar) Note 10 0.30R000 (12'186) 6 1 Note 10 Level IRAS 12 0 50 psi 15Qp50psl 25 Q 50 psl (3.4 bar) O.wrL500 (24/232) or (3.4 bar) (3.4 bar) 0.30R000 (12'186) 6 1 Level IRAS Note 4 6 Note 3 15B500sl 25 0 50 osll3.4 bad .. (3.4 barj Note 7 Note 3 Note 1 Note 1 Note 1 DNA Note 1 Note 1 Note 1 12 Q 50psl (3.4 bar) 15 Qp 50 psl (3.4 bar) or 15 0 25 psl(1.7 bar) 25 0 50 psi (3.4 bar) 6 1 Level IRAS O.wR5W (24L?32) or 0.45Rooo (1W186) 6 1 I Level IRAS or O:W I Moo (12'166) and 2 Levels'lRAS Note 4 6 Note 8 or x) 0 75 psl (5.1 bar) Level IRAS or OW orl5QWpsl(3.4bar) Moo (12'186) 6 2 12 B 50 pel 30 0 50 PSI (3.4 bar) 25 8 50 psl (3.4 bar) 0.4WCOO (lWl86) 6 1 (3.4 bar) Note 3 6 1 Level IRAS Levels IRAS 6 1 Level IRAS I Note 13 I' I DNA Note 1 Note 1 I . Note1 12 0 50 DSI I 15@50m1(3Abar) I25Q50DslL3.4barl I .W1yx)l24/140~61 (3.4 bai) 6 1 L& iw . 6 I Level iRAs ' Level IRKS or 6~ Moo (12'186) 6 2 Levels IRAS Note 9 0.3oROO (12'166) 6 2 Note 13 Note 3 Note 3 DNA 30 8 50 PSI (3.4 bar) 25 8 25 psi (1.7 bar) 6 1 Level IRAS 6 2 Levels IRAS Levels IRAS 30 8 50 psl (3.4 bar) 25 8 25 psl (1.7 bar) 6 1 Level IRAS 6 2 Levels IRAS 30 Q 50 psi (3.4 bar) 25 0 25 psl(1.7 bar) 6 1 Level IRAS 6 2 Levels IRAS nNA . Nntrl Nntm I u-tr :. .: i.; -_ ... "L:.: v..:. .--.. "i : .. d:. r:::: e...: . .,. . i. 1994 UNIFORM FIRE CODE PROCESSING VESSELS Wrm WERGENCY RELIEF x 6.895 for kh . Not in excess of 25 psig VENTING TO ALLOW PRESSURE LOCATlCHj Stable Uqulds UnsIable Uqulds Table 79022-F 2'/2 times Table 7902.2-F Over 25 psig I'/2 times Table 4 timu Table 79022-F ~ 7902.2-F .- 7903.3.1-7903.3.4, CUSS OF UOUID Flammable - ,7903 QUm (gallons) x3.78SlorL I UUpen, Dlspenslnp and Mlxln$.'S I u.e--cio~d.4.~ . ., 2-2-8 30 . 60 90 Class I-A Cla~ I-B' ClassIC . Combination Class LA. I-B and Dispensing of liquids into motor vehicle fuel tanks at motor vehicle fuel-dispensing stations shall be in accordance with Article 52. 10 15 20 790332 Spill control and drainage control. Outside dispensing areas shall be provided with spill control and drainage control as set forth in Section 7901.8. 790333 Location on property. Dispensing activities which exceed the amounts set forth in Tablt7903.3-A shall not be conducted within 15 feet (4572 mm) of buildings or combustible mate- rials orwithin 25 feet (7620 mm) ofbuilding openings, property lies, streets, alleys orpublic ways. Dispensing activities which exceed the amounts set forth in Table 7903.3-A shall not be conducted within 15 feet (4572 mm) of storage of Class I. 11 or IIIliquids unless such liquids are stored in tar which are tested and labeled as two-hour protected tank assemblies in accordance with natisnally 79033.4 Location of processing vessels. Processing vessels shall be located with respect to dis- tances to lines of adjoining property which can be built on in accordance with Table 7903.2-A. mog;lizcd standue. See U.F.C. Standard A-11-F-1. - .EXCEPTION In rcfineries and distillcriu. .= TABLE 7903.2-A4EPARATION OF PROCESSING VESSELS FROM PROPERN LINES (See Sections 7903.21.5 and 7903.3.4) TABLE 7903.2-B-EXEMPT AMOUNTS FOR USE, DISPENSING AND MIXING OF FLAMMABLE AND COMBUSTIBLE UQUIDS-MAXIMUM QUANTITIES PER CONTROL AREA12 . (See Sectlon 7903.21.6) .. I 7 zSpecial conditions may be imposed by the chief regarding locations. types of containers, dispensing units. fmcon- @Quantities anallowed to be increased IOOperccnt in buildingspt&ectedbyan approved autoyatic sprinkler system. 41he use of Class I. II and IlI-A liquids for cleaning, including the allowance of increased @antitics in listed and 7, 79025.7. , mol measures and other factors involving fm safety. - . approved remote reservoir parts-cleaning machines. shall be in accordance with Section %he &ounrS in use shall be considered as contributing to the exempt amounts for storage in I. ?.. ' 6Containing not more than the exempt amounts of each individual class. '' ' 'The quantities allowed in a sprinklered building an not limited. -. .. 1-289 - .. I! .. . .. .. .. .. .. - 7902.5-F .. ..... ._ 1994 UNIFORM FIRE CODE .. - 1-278 .. . c . . I P 8 n T .. 1994 UNIFORM FIRE CODE 7903.3.1-7903.3.4,7903.2-B PROCESSING VESSELS WllH EMERGENCY RELIEF VENTING TO ALLOW PRESSURE x 6.895 lor kPa Not in excess of 2.5 psig Dispensing of liquids into motor vehicle fuel tanks at motor vehicle fuel-dispensing stations shall be in accordance with Article 52. 79033.2 Spill control and drainage control. Outside. dispensing areas shall be provided with spill control and drainage control as set forth in Section 7901.8. 79033.3 Location on property. Dispensing activities which exceed the amounts set forth in Table 7903.3-A shall not be conducted within 15 feet (4572 mm) of buildings or combustible mate- rials or within 25 feet (7620 mm) of building openings, property lines, streets, alleys or public ways. Dispensing activities which exceed the amounts set forth in Table 7903.3-A shall not be conducted within 15 feet (4572 mm) of storage of Class I, II or Itl liquids unless such liquids are stored in tanks which are tested and labeled as two-hour protected tank assemblies in accordance with nationally recognized standards. See U.F.C. Standard A-II-F-I. 79033.4 Location of processing vessels. Processing vessels shall be located with respect to dis- tances to lines of adjoining property which can be built on in accordance with Table 7903.2-A. EXCEPTION: In refineries and distilleries. ."?. . LOCAllONl Stable Llqulds I Unstable Llqulds Table 7902.2-F 2l/2 times Table 7on7 -LE TABLE 7903.2-A--SEPARATlON OF PROCESSING VESSELS FROM PROPERTY LINES (See Sections 7903.2.1.5 and 7903.3.4) CLASS OF LIOVIO Flammable OUANTITY (gallons) x 3.785 lor L I U-pen. Dlrpenslng and Mlxlng3W I US6CIO.ed~I%3 I I 11/2 times Table , ,"*._~. I 4 times Table 7902.2-F Over 2.5 psig Class I-A CIUS I-B Class I-c Combination Class I-A, I-B and I-c Combustible Class 11 Class 111-A Class III-B I 7902.2-F 'Double distances where protection of exposure is not provided. 30 10 60 15 90 20 1206 306 30 330 80 13.2M7 3.3007 TABLE 7903.2-&EXEMPT AMOUNTS FOR USE, DISPENSING AND MIXING OF FLAMMABLE ). AND COMBUSTIBLE LIQUIDS-MAXIMUM QUANTITIES PER CONTROL AREA'v2 (See Section 7903.2.1.6) :I - 8 - ................. 2Special conditions may lx imposed by the chief regarding locations. types of containers, dispensing units. tire-con- trol measures and othe: factors involving fire safety. 3Quantities arc allowed to be increased 100 percent in buildings protected by an approved automatic sprinkler system. 4The use of Class I, I1 and 111-A liquids for cleaning. including the allowance of increased quantities in listed and %e amounts in use shall be considered as contributing to the exempt amounts for storage in accordance with Section 6Containing not more than the exempt amounts of each individual class. 7The quantities allowed in a sprinklered building arc not limited. approved remote reservoir parts-cleaning machines, shall bc in accordance with Section 7903.2.2. 7902.5.7. 1-289 - .. . ....... ... i ...... .- .. ...... .... .. .. .., .. .- :. ._ .. 1994 UNIFORM FIRE CODE 1s - TABLE79025-C-MAXIMUM STORAGE HEIGHT IN CONTROL AREA (Sea Sections 79025.10.1 and 79025.1024) 7902.54 *:. . .. . .. .. ..* . . :. I. i . .-.. c .. .. I .. . _; .. - .. .i .. ,:j .. v.-j.''&p . ._ - -. . . , -1 .;. . 4. . , , ..;.% .. .. .. * : ' .... '... , ,.. . .I . .;: ..~ ,: .. .. 1-275 I r .. f ., .. , : .. -. ,. . -. ' .,. ., .. z++ : /:... , .. .. ._ . . . . . : .-..i . .'. : ... ' - :-. -. .... 4.. --I.,& . . UNIFORM ... , FIRE CODE 7903.2.222-7903.2321 :A:. .. -..; - ___ i I . . :. . ... .. ' . &)3.222 Cleaning operations Class I-A liquids shall not be used for cleaning. Cleaning with 3.' class I-B, I-C. II. or III-A liquids shall be conducted: - . .- . 1. In ammpr building complying with Section 7903.2.3. ..... 2. . ... - - 3. .. a machine Iisted ind approved for the purpose as set forth in Section 7903.2.2.3, or .. Using methods set forth in Section 7903.2.2.4: .. .. . '. .' . +.:?79&j.k+, ..' Listed kd approved machines. . .. - .. - 7903.2.23.1 General. Parts cleaning and degreasing conducted in listedar&p&ved machines h'accordance with Section 7903.2.2.2 shall be in accordance with Section 7903.2.2.3. ). r.. .. - . . 7903.2.23.2 Solvents.' Solvents shall be'classifed and shall be compatible with the machines within which they used. ., ' .: . 79032.233 Machine capacities The quantity of solvent used in a machine shall not exceed the .. .: 7903.2.k.4 Quantity limits: Quantities shall be limited as follows: '. . . 1. Machines without remote solvent reservoirs shall be limited to quanti& set forth in Section . ~. c . design capacity of the machine. '.% . - .. 7903.2.1.6. . 2. Machies with smote solvent reservoirs using Class I liquids shall be limited to quantities set fonh in Section 7903.2.1.6. Machines with remote solvent reservoirs using Class II liquids shall be limited to 35 gallons (132.5 L) per marhins. The total quantities shall not exceed an aggngate of 240 gallons (908.4 L) per control area ir. buildings not protected by an approved automatic sprinkler system and an aggre- - gateof480gallons (1817L)percontrol areain buildingsprotected byanapprovedautomaticsprin- klersystem. . # i. Machines with remote solvent reservoirs using Class J.XI-A liquids shall be limited to 80 gallons - -002.8 L) per machine. - . 7903.2.23k Immersion soaking of parts. Work areas ofmachines with remote solvent reser- - voirs shall not be used for immersion soaking of parts. : 7903223.6 Separation. Multiple machines shall be separated from each other by a distance of ot less than 30 feet (9144 mm) or by a one-hour occupancy separation. . . -. 903323.7 Ventilation. Machines shall be located in heas a :i accumulation of vapon., . 1 ~~~~790k2J.S~ .-,., .. _.-_.. Installation. Machines shall be installed in accordance . .. with their listings. , i;', . . ~. ,7903.2.2.4 . Cleaningoperationsconducted outside of listedand approved machines or desig- : .. l.natedrooms ~ or buildings. Theamount ofClassI-B.I-C,Trorm-Aliquids inuseoutsideoflisted _. ' :: and approved machines or a room or building complying with Section 7903.2.3 shall not exceed that necekq to facilitate maintenance cleaning operations. Quantities in use shall not exceed . 7903.23 Construction of rooms or buildings for us% dispensing and .. mixing of liquids in : '' 5 gglons (18.9 L) of Class I-B or I-C liquids or 25 gallons (94.6 L) of Class II or IKI-A liquids. 1.:;; ._. ::3' .. . quantities . . . . . . . . exceeding exempt amounts. ,. . .. 7903.23.1 General. When reauired by Section 7903.2.1.6.3 or 79032.22, rooms or buildings ' used for use, dispensing and :.i&iing ofhmmable and combustibleliquidskhall be in accordanEe . .' . .. I . with Section7903.2.3. ' .- .,. .. ... .f.. . . 7903.232 . 'Censtruction, location and fire protection: - 7901.4-A, 7902-7902.1.3.2 kdinary Minary 1 1994 UNIFORM FIRE CODE If there is any opening to these rooms within the extent of an indoor classified area. the room shall be classified the same as if the wall, curb or parlition did not exist. Area wilhm 5 feel (1524 mm) of any edge of such equipment. TABLE 7901.4-A-CIASS I ELECTRICAL EQUIPMENT LOCATIONS1-(Continued) (See Section 7901.4.4) 2 1 2 1 2 1 2 I Garages for other than tank vehicles Outdoor drum storage Indoor warehousing where there is no flammable liquid transfer Indoor equipment where flammable vapor/air mixtures could exist under normal operations .- ._ extending in all directions. Area between 5 feet (1524 mm) and 8 feet (2438 mm) of any edge of such equipment. extending in all directions. Also, area up to 3 feet (914.4 mm) above floor or grade level within 5 feet (1524 '& mm) to 25 feet (7620 mm) hoezontally from any edge of such .: Area within 3 feet (914.4 mm) of any edge of such equipment, extending in all directions. Area between 3 feet (914.4 mm) and 8 feet (2438 mm) of any edge of such equipment extending in all directions. Also, ma up to 3 feet (914.4 mm) above floor or grade level within 3 feet (914.4 mm) to IO feet (3048 mm) horizontally from any edge of such equipment. Area inside dike where dike height is greater than the distance from the tank to the dike for more than 50 percent of the tmk circumference. Area between IO feet (3048 mm) from shell, ends or roof of tank. Area inside dikes to level of top of dike. Area within 5 feet (1524 mm) of open cnd of vent. extending in all directions. Areabetween 5 feet (1524 mm) and 10 feet (3048 mm) from open end of vent, extending in all directions. Area above the roof and within the shell. equipment3 '.. . Outdoor equipment where flammable vapor/air mixtuns could exist under normal operations Tank-Aboveground Shell, ends or roof and dike area Vent -I I Floating roof Locations as classified in the I Irdinary If there is any opening to these rooms within the extent of an outdoor classified ma. the entire room shall be classified the same as the area classification at the Doint of the omnine. ,trical Code. When classifying extent of area, consideration shall be given to the fact that tank cars or tank vehicles can be spotted The release of Class I liquids can generate vapors to the extent that the entire building, and possibly a zone surround- at varying points. Therefore, the extremities of the loading or unloading positions shall be used. ing it. arc considered a Class 1. Division 2 location. SECTION 7902 - STORAGE r902.1 General. . : .. -. .. .. .. . .. . .. .. ,. ,. .. \. . . . i. . . i' . ... . . .. . I .. .. . , .: ..:; ., .. .. . .. .. .. .. ..__ . .. . ,. . . .. r902.1.1 Applicability. S:orage of flammable and combustible liquids in containers, cylinders md tanks shall be in accordance with Sections 7901 and 7902. For motor vehicle fuel-dispensing stations, see Article 52. r902.1.2 Change of tank contents. Tanks subject to change in contents shall be in accordance with Section 7902.1.8. Prior to a change in contents, the chief is authorized to require testing of a ank. 7902.1.3 Labeling and signs. 7902.1.3.1 Smoking and open flames. Signs shall be posted in storage areas prohibiting open 'lames and smoking. See also Section 7901.9. ir mounted and used for the storage of Class I, 11 or 111-A liquids shall bear a label or placard identi- 'ying the material therein in accordance with U.F.C. Standard 79-3. .*. . . . :, :\, I.: . '. I .. . 7902.1.3.2 Label or placard. Tanks over 100 gallons (378.5 L) in capacity permanently installed . Ij '': .!: - 1-244 1994 UNIFORM FIRE CODE . ,; ; I J - - APPENDIX B -- HAZARDOUS MATERIAL CLASSIFICATION - : a i Y 3 U Y 3 U Y 0 U ? ; i F Y S i E 9 c ; L P a u : : t 1: a 11 b : c I 5 I a a 5 U : Y a ! u : 3 u 5 I 3 > Y > 4 i a U > Y j 2 2 u 3 ; I ? ? > > ? i > > > c E i m x s e g \pm".M~u-gr-I4 u I4lmuuy 1597 pp I5 - APPENDIX C--SITE PLANS OF BUSINESS PROCESSES AND FIRE PROTECTION STRATEGIES - - - - - _. -: 1 I -1 I I I -I - ZO'd W101 . 1\1 .I ! i I .i :i :I i .. : 'I .I 1 I 'I /I .I I .i 0 ., i .. i .. .. .. ! .. .. .. .. , . ... ~ - 1. 2. 3. Plastic laminate sheets described as commodity 1 on page 5. Metallized plastic sheet described as commodity 2 on page 5. Items in the Chemical Classification Form, Table 1, Appendix B, in order of appearance. - L 18 .. '.<. ..pK , , Product Nme: 1X)PRoPh~fx 99% -7 L 6 J SUPPLY to -,+ ,... - US NWER: 67-63-0 ' p ,. ' . 05 So 033 5i;04640-, 16257 ILLINOIS iWNUE - PAWM(XIKT U 90725 PROWCT: 3507000 ' . INMICE: 595633 ' . uljc 3lQ.jzs.LLQ3 INMICE DATE: 04/25/92 . - m: L 6 J NPPLY co. -. . . . . . I ," : . 16257' ILLINOIS AVENUEU Am: PUNT KA./UFEN DIR. PARAKXNT - General o? Generic IO: ALCUUL WT ward Classification: FUMUBLE LIWID (173.1151 I IF PRESENT IARC MP AND ow URCINOGENS AND QIWIULS NB~ECT To THE REPORT- , ING RECiJIRhIENTS*OF SARA TITLE I11 SECTION 313 ARE IDENTIFIED IN THIS SECTIOH. SEE DEFINITIffl PAGE KXI CLARIFICATION INGREDIENT % (by W) PEL . nv . Note ISOPROPANOL - >99 .goo PPM 4@G PPLI (. I1 U4 i: 67-63-0 .. Notes: L ( 1) OSW*CGIH SCYIT m EXPOSURE LIMIT (m~) FOR ISOPROPYL ALC- IS 500 PPM. NIOW RECOWENDS A LI'MIT OF 4oO.PPM. 8-MUR WA: 800 PPM. CEILING. I. 180.00 5eg F 82.22 oeg c) 5 760.00 m bba 33.00 mn 68.00 Deg? 20.00 oea c) Boiling Point for PRODUCT Vapor PressGre for PRODUCT - Specific Vapor Density AIR = 1 2.0 .789 '( 15.55 De0 C) w.oa oeg F Specifk Gravity Percent Valatiles 783 GMS/LITER 6.51 LBS/GAL. l00.00% Evaporation Rat# (ERNLETHER .I) 7.10 FUol POINT(TCC I 53.0 Dep F ( 11.7'Deg Cl EXPLOSIVE LIMIT (PRODUCT) LOWER - 2.0% UPPER - 12.0% EXTINGUISHING MEDIA: ALCWL FOAM OR 'UR8Mt DIDXIDE OR DRY CHEMICAL MZARDWS DECMPOSITIffl PROOUCTS: MAY FORM TOXIC HLTERIALSz. CARW DIOXIDE AND CARBO11 MYMXIOE. ETc. FIREFIWTING' PROCEDURES- WEAR .SELF-CONTAXNU) BREATHING APPARATUS WITH A HIU FACEPIECE OPEluTED IN "E POSITIVE PRESSURE DUUND K6E WLW FIWING FIRES. WATER MAY NOT BE EFFECTIVE ~i: FIWTING FIRES PRWUCT (EVEN JUSVRESIDUE)'UN IGNIE EXPLOSIMLY. ALL FIVE WLLON PAIL^ AND LARGER METAL 'CONTAINERS INCLUDING TANK CARS ANU TANK TRUCKS SKXILD BE GRWNOEO WTER MAY BE USED TD KEEP FIRE--SED COKTAINERS CWL UNTIL FIRE IS CU?. .SPECIAL FIRE 6 EXPL0SIO"W~RDS- NEVER USE WELDING OR CKTING TORCH OH OR NEAR DRUM (E'.'Eft EMPTY1 BECI\USE . . AND/OR BM(0ED WEN MATERIAL IS TRANSFERRED. VAPORS ARE HEAVIER WN AIR AND K4V TRAVEL ALONG "E GRWND OR LUY BE MJVED BY VENTIIATIOH AND IGNITED BY PILOT LIGHTS OTHER FUMES SPARKS EATERS MKING. ELECTRIC KITORS. STATIC DISWRGE. OR OW37 IGVITION SWRCES AT L~TIONS OISTA~ FRM ~TERIAL &NOLING POINT. NFPA COOES: HEALTH- 1 FUMUBILITV- 3 REACTIVITY- 0 PERMISSIBLE EXWSURE LEVEL ~ 400 PPM 'WFtESWJLD LIMIT VALUE 400 PPM EFFECTS OF ACUTE OVEREXPOSURE:' a. EVES - EXPOSURE TD LICpJID & VAPOR MAY CAUSE EYE IRRITATION. SvMpXw MAY INCLUDE BURNING. TURING, REDNESS. AND SWELLING. .. .. - COPYRIGHT 1992 CONTINUED ON PAGE: 2 .. .. .. .. - UATERIAL*SAFETY DATA SHEET . PAGE 1 OF 3 .DATE PRINTED: 2/03/92 *.. &--- MSDS No. 5880 D E OF LAST CHANGE: 1/15/90 * ACETONE 50 75OPPU 75OPPH CAS #: 67-64-1 STEL - 1000 PPH * XYLENE. 50 100PPU l0OPPU CAS #: 1230-20-7 STEL- 150PPU * SUBJECT TO REPORTING REQUIREUENT OF SECTION 313 OF TITLE III OF SARA (40 CFR .PART 372) UANUFACTLIRER'S NAME: 187 @ 20C 5.1 @ 20c NAZDAR COMPANY 1087 N NORTH BRANCH ST CHICAGO It 60622 EUERGENCY TELEPHONE NO. . 800-424-9300 INFORUATION TELEPHONE NO. 312-943-8338 ..................................................................................... SECTION 1 -- PRODUCT INFORHATION -------------_--__-------------------.------------------------------------------------ PRODUCT CODE: VF184 4 TRADE NAUE: SCREEN WASH PRODUCT CLASS: SOLVENT PRODUCT GROUP: VF -HUIS CODES- . . HEALTH .'- I* FWILITY - REACTIVITY - 8 UNUSUAL FIRE AND EXPLOSION HAZARDS: - Isolate from heat, electrical equipment. sparks and open flame. Closed containers may explode when exposed to extreme heat. SPECIAL. FIREFIGHTING PROCEDURES: Water may be ineffective but may be used to cool containers. The use of .-' self-contained breathing apparatus is recommended for fire fighters. - EFFECTS OF OVEREXPOSURE: Eye contact with the liquid, its va ors or mists may cause burning, tearip, redness and eye damage. &in contact may cause irrztation inch Lng dryness, chapping and redness. - This Ipaterial may be absorbed - . $5- CODE VF184 < NAZDAR COMPANY PAGE 2 OF 3 through the skin. nervous system disorders such as headaches, dizziness and fatigue. Ingestion may cause astrointestinal tract lrritation and si s of nervous system depression. repeated and prolonged occupational overexposure to sofvents vi th brain and nervous ?ystem damage. concentrating and inhaling the contents may be harmful or fatal. Inhalation may cause respiratory tract irritation or $armful or fatal if swallowed. Re orts Eve associated ermanent Intenrional misuse by deliberatefy i MEDICAL CONDITIONS PRONE TO AGGRAVATE BY EXPOSURE: Persons with pre-existing skin or lung disorders may be mre susceptible to -. the effects .of this material. . PRIMARY ROL!Tk(S) OF ENTRY: Dermal (Contact/Absorption) - Inhalation - EMERGENCY AND FIRST AID PROCEDURES: SKIN CONTACT: Wash with soap and water, contact ghysician if irritation persists EYE CONTACT: Flush well with running wa er for a mfnimJJJ Of 15 minutes contact ph siciaq if irritation persists. INHALATION: Remove to fresh ajr. restore Breathing contact ph sician. INGESTION: Contact physician or Poison Control Center immedately. I- ..................................................................................... SECTION 6 -- REACITIVITY DATA ..................................................................................... -. STABILITY: . CONDITIONS TO AVOID: Stable - Heat, sparks and open flame: INCOMPATIBILITY WITH' MATERIALS) : Strong oxidizing agents. HAZARDOUS DECOMPOSITION PRODUCTS: Carbon Monoxi de, Carbon Dioxide and other noxious gases. - HAZARDOUS POLYMERIZATION: - .. Will not occur. - STEPS TO BE TAKEN IN CASE MATERTAL IS RELEASED OR SPILLED: Remove all sources of ignition: Ventilate area. Contain release and remove with inert absorbent. Avoid contact. Use non-sparking tools to place material in appropriate container for disposal. Avoid breathing vapors. - WASTE DISPOSAL METHOD: Dispose of in accordance with applicable local, county, state, and federal regulations. - - RESPIRATORY PROTECTION: If, vapor concentration exceeds the TLV listed in Section II, use NIOSH approved respirator with or anic chem+cal cartqzd e. Contact a reputable safety supply company for tfie appropriate respira f or. - VENTILATION: AS required to keep the vapor concentration below the TLV listed in Section 11 . - PRO~ECTIVE CLOVES: ,- Use neoprene, nitrile or other gloves resistant to solvents listed in Section II.. Contact a reputable safety supply company for appropriate gloves. -. EYE PROTECTION: -. , ,I% CODE VF184 NA~DAR COWANY . ' \.\ PAGE 3 OF 3 OTHER PROTECTION: Solvent resistant a rons and availability of an eye wash are recommended. Smoke in designatexareas only. HYGIENIC PRACTICES: Wash with soap and water before eating, smoking or using toilet facilities. Remove contaminated clothing to prevent prolonged skin contact. PRECAVTIONS TO BE TAKEN IN HANDLING AND STORING: Store in closed containers in cool, dry sources of ignition. well ventilated area away from Keep containers closed when not in use. -~ Plicable regulations. ISCLOSURE INFORMATION: The information and reeonmendations contained herein are based upon data believed to be correct. express or implied is made with respect to the information contarned herein. However. no guarantee or warranty of anx kind , L. ****'MATERIAb SAFETY DATA SHEET***** For Coatings, Resins and Related Materials SECTION I-PRODUCT AND PREPARATION INFORMATION MANUFACTURER: RUST-OLEUM CORPORATION EMERGENCY AND INFORMATION ADDRESS : 11 Hawthorn Parkway TELEPHONE: (708)367-7700 - Vernon Hills, IL 60061 PRODUCT CULSS: MANUFACTURERS CODE: 412 559* 634 717 721 745 862 865 866 868 904 906. Alkyd Resin-High Gloss and Flat Enamels 925 933 935 944* 956' 964,975 977 1210 1282 2764 2766 7232 7280 7290,7434' 7446* 7441 7448. and 7475 TRADE NAME: Industrial Enamels DATE OF PREPARATION: November 3, 1993 (rwb) * UNLEADED ONLY. These formulas also have a leaded version with a separate MSDS. SECTION 11-HAZARDOUS INGREDIENTS ' EXPOSURE LIMITS . VAPOR PRESSURE INGREDIENT/CAS NO WT % ACGIH-TLV OSHA-PEL LEL Mn Hq@ZOC Mineral Spirits/8052-41-3 30-559;* lOOppm 1OOppm 1.0% 2.0 * Nearest 5% NE-not established NA-not applicable ... . .. SECTION II~C-PHYSICU DATA Boiling range: 307-389 F Vapor density: Heavier than air Evaporation Rate: Slower % Volatile: 50-65% Wt/gal: 7.3-11.4 lbs. (153-198 C) (Ether=l) ' (by volume) pn:. NA SECTION IV-FIRE AND EXPLOSION HAZARDS -. ... Flammability Classification: OSHA Class I1 Flashpoint: ,'lo27105 P (SETA) Combustible liquid DOT Classification: FLammable liquid 3 PgIII (ly5 3' Extinguishing Media: NFPA Class B extinguishers (Carbon dioxide, dry chemical Special Fire Fighting Procedures: should be used. Water spray may be ineffective. Water may be used to Cool closed containers to prevent pressure build-up and possible autoignition or explosion, If wateris used, fog nozzles are preferred. Unusual Fire and Explosion Hazards: Keep containers tightly closed. Isolate from heat, electrical eguipment, sparks, and open flame. Closed containers may explode when exposed to extreme heat'. or foam) Full protective equipment, including self-contained breathing apparatus, DO NOT apply to-hot surfaces. . .. .I SECTION V-HFALTH HAZARD DATA EFFECTS OF OVEREXPOSURE: Acute (Inhalation) : Harmful if inhaled. May affect the brain and nervous System Causing dizziness, headache and nausea. Repeated overexposures may lead progressively to staggering gait, confusion, unconsciousness or coma,. Causes nose and throat irritation. Acute (Skin or Eye Contact): Causes eye and skin irritation which can lead to dermatitis with repeated overexposures. Inqestion: May cause gastrointestinal irritation, nausea, vomiting and diarrhea. Chronic: Reports have'associated repeated and prolonged occupational overexpo- sure EMERGENCY AND FIRST AID PROCEDURES: Inhalation: Remove from exposure, restore breathing, and notify a physician. We Contact: Flush immediately with large amounts of water for at least 15 minutes. Notify a physician. Skin Contact: Wash affected area with' soap and water, remove contaminated clothing, and wash before reuse. Inqestion: DO NOT induce vomiting. Keep person warm, quiet, and get medical attention. Aspiration of this material into the lungs 'can cause chemical pneumonitis which can be fatal. to solvents with permanent brain and nervous system damage. SECTION VI-REACTIVITY DATA Stability: Stable Incompatible: with strong oxidizing agents Hazardous Decomposition Products: By open flame- Carbon monoxide and Hazardous Polymerization: Will Not Occur Carbon dioxide. SECTION VII-SPILL OR 'LEAK PROCEDURES Release or,Suill Procedures: Remove all sources of ignition, Ventilate area and remove with inert absorbent and nonsuarkins tools - Waste Disposal Method: Dispose 02 accordinq to local, state and federal regulations. DO NOT incinerate closed containers. SECTION VIII-SPECIAL PROTECTION INFORMATION Respiratory Protection: Use NIOSH approved chemical cartridge respirator (TC23C) to remove solid airborne particles of overspray and organic vapors during spray application. In confined areas: Use NIOSH approved supplied-air respirators or hoods (TC19C). We Protection: Use safety eyewear designed to protect against splash of liquids. Other Protective Equipment: Use impervious gloves and/or clothing to prevent prolonged skin contact. Ventilation: Provide general dilution or local exhaust ventilation in vo~ume, and pattern to keep TLV of hazardous ingredients below acceptable limits. SECTION IX-SPECIAL PRECAUTIONS AND REGULATORY ISSUES Handlinq and Storaqe Precautions: Do not store above 120 F. Store large quantities in buildings designed and protected for storage of NFPA Class I1 containers may be hazardous. CALIFORNIA PROPOSITION 65 WARNING: These products are not known to contain any chemicals known to the State of California to cause cancer, birth defects or other reproductive harm. Combustible liquids. Containers should be grounded when pouring. Empty - Material' Safe.ty: Dat.a She'et . MINWAX (R) KOO1)FINISE~iVAm. .. SkES-hL SHADESTCA/k VOC 3 . ---- ._~. ~~ P.O. Box 438 Montvale, NJ 07645 Company Contact: SEE SECTION 1 FOR TELEPHONES .- - SECTION #1 - IDENTIFICATION Product: MINWAX (R) WOODFINISH "VA" SERIES-ALL SHADES, CA/M VOC Rev. Page: Date 1 03/02/95 NON-MEDICAL, PRODUCT' INFORMATION (DAY) : 1-800-523-9299 TRANSPORTATION (DOT) EMERGENCIES ONLY (CHEMTREC): 1-800-424-9300 MEDICAL EMERGENCIES ONLY: 1-800-228-5635, EXTENSION 218 T H I S MSDS APPLIES TO TIIE FOLLOWING SHADES: SHADE ----- CODE 209VA 2lOvA 211VA 218vA 2 2 1VA 2Z3VA 2 2 4VA 225VA '230VA 235VA ---- FORMULA M060521 M060522 M060523 M060522 M060525 M060526 M060527 M060528 M060S88 M060529 - - - - - - - ___ .-. ..~ ..___ M060530 M060524 FRUITWOOD 241VA DRIFTWOOD ' 2126VA M060587 .. 2716VA . 27i8VA M060531 EBONY JACOBEAN 2750VA M060532 DARK WAym .. RED OAK GOLDEN PECAN PICKLED OAK 215VA 2 4 5VA 260VA M060732 M060735 M060729 Special Hazards: DANGER: Harmful or fatal if swallowed. Combustible. Irritant. HAZARD RATINGS: NFPA - Health: 2 Moderate HMIS - Health: 2 Moderate - Fire: 2 Moderate - Flamability: 2 Moderate - Reactivity: 0 Negligible - Reactivity: 0 Minimal Product Description: wood stain and sealer, 350 g/1 VOC. SECTION #2 - HAZARDOUS CHEMICAL COMPONENTS I Component: MINERAL SPIRITS, LIGHT AROKRTIC CAS Number: 64742-95-6 Percent of Mixture: 0 to 3.5 ACGIH TLV-TWA: lOOppm OSHA PEL-TWA: lOOppm ACGIH TLV-STEL: Not Established OSHA PEL-STEL: Not Established Component: MINERAL SPIRITS, LOW AROMATIC ' CAS Number: 64742-47-8 Percent of Mixture: 0 to 9.0 ACGIH TLV-TWA: 100 ppm OSHA PEL-TWA: 100 ppm ACGIH TLV-STEL: Not Established OSHA PEL-STEL: Not Established A .. - .. ' '. . _.. . ..,, -. .- . .. - i I Page: 2 .I Rev. Date M a.t'e r i a 1 S a f'e t y .D-a t a s h:e e t .. .. .. . . . .- . . . . . *AX (R) WOODFINISH 'VA. SERIES-=. SEADES. &/A2 VOC - .. . . 03/02/95 - I I I SECTION #2 - HAvLRDOUS.CHEMIcAG COMPONENTS Continued... .. I .. .... - .~ . .. . .. - Component: NAPHTHA (PETROLEUM) ,, HF.AVY STRAIGHT-RUN CAS Number: 64742-96-7 Percent of Mixture:. .15.0 to 27.0 ACGIH TLV-TWA: 100 ppm OSHA PEL-TWA: 100 ppm ACGIH TLV-STEL: Not Established '' "OSHA PEL-STEL: Not Established - Component:.So~VENT NAPHTHA (PETROLEUM), MEDIUM ALIPHATIC CAS Number: 64742-88-7 Percent of Mixture: 0 to 15.0 RECOMMEND USE OF EXPOSURE LIMITS FOR STODDARD SOLVENT: ACGIH TLV-TWA: 100 ppm ' OSHA PEL-TWA: 500 ppm .. - Component: STODDARD SOLVENT CAS Number: 8052-41-3 Percent of Mixture: 0 to 13.0 ACGIH TLV-TWA: 100 ppm OSHA PEL-TWA: 500 ppm - SECTION #3 - PHYSICAL DATA 1 _i . . . - . Vapor Pressure: Not Determined -. . Vapor Density (Aird): Not Determined Specific Gravitv: 0.917-0.980 Solubility (H20j : Insoluble Viscosity: 105 +/- IO cps Boiling Point: Not Determined Appearance __ Clear .amber to opaque earth-tone, slightly viscous liquid with mild hydrocarbon odor. .. SECTION #4 - FIRE FIGHTING & EXPLOSION DATA . . .. .. , .. . liabue closed cllp !..:.. . . .. Flash Point: Lower : Not Determined '1.:. -: ,: '.. . . .. Not .Determined _. Fire and Explosion .Hazards DANGER: Contains mineral spirits. Combustible. Do not use or store near heat, sparks, flame or other sources of ignition. Containers exposed to intense heat from fires should be cooled with water to prevent vapor pressure build-up which could result in container rupture. DANGER: Raus. steel wool and other waste soaked with oil finishes may __, _____ __..__ ~~~~~~~~ ~~~~~~ ~..~ spontaneously catch fire if im roperly discarded. immediately after use in a seafed, 'water-filled, metal container. Place rags and waite Dispose Of in accordance with local fire regulations. .Extinguishing Media Water spray, foam, dry chemical or carbon dioxide. Do not use a direct stream of water. Product will float and can be reignited on surface of Water. Special Fire Fighting Instructions Combustible. Wear self-contained breathin apparatus and protective clothing appropriate for fighting a typical chemica? fire. Use water spray to COO1 fire-exposed containers. SECTION #5 - EXPOSURE EFFECTS and FIRST AID J .. . .. ., .. Route of Exposure - Inhalation - .. Avoid inhalation and use only with adequate'ventilation. . For skin contact, wash thoroughly with soap and water. persists, get medical attention; . Route of Exposure - Eyes Avoid contact with eyes. First Aid - Eyes For eye contact, immediately flush eyes thoroughly with water, then remove any contact lenses. minutes: If irritation persists, get medical attention.. Route of, Exposure - Ingestion Harmful or fatal if swallowed. internally. First Aid - Ingestion ... If swallowed, do not induce vomiting. Miscellaneous Toxicological Information . Carcinogenicity: NTP: NO -C: No OSHA: , No If irritation ... Wear safety glasses when handling. Continue to flush eyes with water for at least 15 .. Contains. mineral spirits; .Do not take ......... ....... _. ___ ... _. .......... .... Cai1"physician immediately. SECTION #6 - REACTIVITY & POLYEERIZATION Stability: Stable Conditions to Avoid (Stability) Ma t e r i a 1 ..S a f e t y- D .a t a,_,-s..@ e e t-, me (R) WOODFINISH .Vi%.- SWES-ALL SHADES, cA/A!Z VOC .. Page: 3 Rev. Date 03/02/95 Heat, sparks, open flame, all sources of heat or ignition. Incompatible Materials Strong oxidizing agents. Hazardous Decomposition Products Hydrocarbon fumes, smoke, carbon monoxide (where combustion is incomplete) may be formed during thermal decomposition. Hazardous Polymerization: Will not occur. . SECTION #7 - SPILL, LEAK, & DISPOSAL PROCEDURES ' SteDs to be Taken in The Event of Suills, Leaks, or Release ?lace Absorb small spills with sand or other suitable absorbent material and in a container for disposal. For large spills, area may be slippery, d ke around spill with absorbent material. diking material to separate, suitable containers for recovery or disposal. Transfer liquids and contaminated - . .. Materiai Safety ~a'ta S-heet .. MINwAx (R) WOODFINISH .VAm SERIES:ACL SRADES, ,CA/m voc - Page: 4 Rev. Date 03/02/SS SECTION #7 - SPIL~. LEAK, c DXSP~SAG ppoc~~rmss continued... Waste Disposal Methods Dispose of in accordance with local, state, and federal regulations. Other Environmental Information None of the ingredients in this product meet the reporting requirements of the SARA Title 111. Section 313 List of Toxic Chemicals. ~ SECTION #8 - SPECIAL PROTECTIVE MEASURES Ventilation If using indoors, open all..doors to make sure there is fresh air movement. Eye Protection Wear safety glasses when handling. Skin Protection __ Wear rubber gloves when handling. Respiratory Protection Avoid inhalation and use only with adequate ventilation. SECTION #9 - SPECIAL PRECAUTIONS - STORAGE 61 HANDLING Storage & Handling Conditions DANGER: Contains mineral spirits. Hahful or fatal if.swallowed. DO not take internally. Skin irritant. Avoid.contact with skin and eyes. Combustible. Do not use or store near heat, sparks, flame, or other sources of ignit'ion. Close'contaitler after each use. Avoid inhalation and use Only with adequate ventilation. If using indoors, open allwindows and doors to make sure there is fresh,air.movement. Keep out of.reach of children. DANGER: Rags, steel wool and other waste soaked with oil finishes may spontaneously catch fire if improperly discarded. immediately after use in a sealed, water-filled, metal container. Dispose Of in accordance with local fire regulations. Place rags and Waste STATE REGULATED COMPONENTS Component: STODDARD SOLVENT CAS Number: 8052-41-3 Percent of Mixture: 0 to 13.0 State Regulations: ILL MAS NJW PAW ILL - Illinois Toxic.Substance MAS - Massachusetts Hazardous Substance NJE - New Jersey Environmental Hazardous Substance NJS - New Jersey Special Health Hazardous Substance NJW - New Jersey Workplace Hazardous substance PAE - Pennsylvania Environmental Hazardous Substance PAS Pennsylvania Special Hazardous Substance PAW - Pennsylvania Workplace Hazardous Substance .- P65 - California Proposition 65 .. MINWAXa - MATERIAL SAFETY DATA SHEET ADDENDUM NEW JERSEY RIGHT TO KNOW The following information is provided to assist employers in the State of New Jersey to label products in the workplace in accordance with the Worker and Community Right to Know Act (N.J.A.C. 859). . . . . ._. PRODUCT: WAX WOOD FINISH VA" SERIES ALLSHADES CAIAZ FORMULA: All with prefix M060: .. 521 525 529 588 . 522 526 .530 729 523 527 ' 531 , 1.1.- --732 .. . 524 528 ' ' 532 ' ..735 INGREDIENTS: NAME NAF'HTHA (PETR0LEUM);HEAVY STRAIGHT RUN SOLVENT NAF'JTWA (PETROLEUM), MEDIUM ALIF'HATIC STODDARD SOLVENT MINERAL SPIRITS, LOW AROMATIC MINERAL SPIRITS, LIGHT AROMATIC .. . .. CAS# 64742-96-7 64742-88-7 8052-41-3 64742-47-8 64742-956 CONTENTS PARTIALLY UNKNOWN .. .. - .. .. .. ,. .. .. . ... . L .. : .. HATER 70/02 #c~~g2-05-85(UVN 70/02 Mod: -e ._ Quick Identifier L SAFETY DATA SHEET Common Name: (used on label and list) May be used to comply with OSHA's Hazard Communication Standard, 29CFR 19l.O. l200.-Standard must be consulted for specific requirements SECTION 1 - Manufacturer: COLOR MIX, INC. Distributor: Color Mix, Inc. Emergency Tel. 2445 Production Dr. Number: 708-513-5348 St. Charles, IL 60174 Other Information - Calls: 17081-513-5348 .. Date Prepared: November 26, 1990 H3zardous Component(sl SECTION 2 - HAZARDOUS INGREDIENTS/IDENTITY - .. (chemical & OSHA common name (s)): PEL . Acrylates oligomer 1,6 Hexandioldiacrylate N-Vinyl-2-Pyrrolidone Photomer chemical ACGIH OTHER EXPO- % (OP- TLV SURE LIMITS TIONAL) STEL not established not established 0,l ppm ** not established CAS NO. 13048-33-4 88-12-0 * -This MSDS has been prepareL -.I comp'liance with Federal OSH.. HCS Standard ':?CFR191.0.1200) and the ACGIH 1989-1990. Chemicals present in quantitie greater than the "de minimis, concentration" in EPA SARA Title I11 Sectic 313 (40CFR372) are: NONE * The chemical identity and/or CAS is being withheld as a trade secret ** BASF recommendation SECTION 3 -PHYSICAL & CHEI4ICAL CHARACTERISTICS Boiling Specific Point: ;i: Gravity (H20=1) : >1,000 (mm Hg): <l,Onbar 20C Vapor Densit? Solubility' Reactivity in (Air=l) :.' >1 in water: appreciable water: not reactive .Appearance . Melting Point: n/a . ' and Odor: clear, viscous liquid with sliqht odor SECTION 4 -FIRE & EXPLOSION DATA Flash Method. Flammable limits. LEL UEL Point: 55 C, \')\'OF Used: AP in Air % by Volume: Lower 0.8 Upper Auto-Ignition Extinguisher Temperature: 200-300 c Media: Chemical powder; Carbon Dioxide Special Fire and .foam Fighting Procedures: Water spray may be ineffective on flames, but can used to cool endangered containers. Do not enter confined spaces withou full bunker gear (helmet with face shield, bunker coats, gloves, rubber boots, etc.) including a positive-pressure NIOSH approved, self-containe Unusual :Fire and explosion Hazards: Containers exposed to intense heat should be cooled with water to prevent vapor pressure build-up that COUll result.:in container rupture. should be cooled with water to prevent weakening of container structure. - Vapor Pressure- . breathing apparatus. .. Container areas exposed .to direct flame ... - .. SECTION 5 .-'PHYSICAL HAZARDS (REACTIVITY DATA) . ..Stability: Unstable ( ) , Conditions - - .. . Stable ( X ) TO avoid: Open flanies and . .,. . . heated,'light surfaces. Storage above 100 F Incompatability (Materials to Avoid: ) and acrid products. zation: Will not occur ( ) to avoid: none SECTION 6 - HEALTH HAZARDS Acute: skin and eye irritation Chronic: Respiratory tract irrita- Signs and symptoms of Exposure:: Dry skin, eye irritation, headache, dizzyness Dr nausea skin reddening and swelling and/or sensitization. Medical Conditions Generally Aggravated by Exposure: N/A Chemical Listed as Carci- National Toxicology Yes ( nogen or Potential Carcinogen: None Program No ( X 1.A.R.C Monographs Yes ( ) No ( X) OSHA Yes ( ) No ( X) Emergency and Fixst Aid Procedures: Do not induce vomiting. Seek medical attention. Peroxides and other strong oxidizers , acids, alkadis Hazardous Decomposition Products : Hazardous Polymeri- May occur (X) Conditions: Thermal degradation may form +kid tion, depression of the central nervous system - - Routes of Entry: Inhalation: Remove to fresh air, restore breathing. Treat symptom cally. Consult a physician. Flush with copious amounts of water for a minimum of minutes. Seek medical attention. nated clothing. Consult a physician if irritation Dersists . Eyes : - Skin: Wash affected areas with soap and water. Remove conta I Ingestion: Do not induce vomiting. Consult a physician or poison control center immediately. Treat Symptomatically. SECTION 7 - SPECIAL PRECAUTIONS AND SPILL/LEAX PROCEDURES Precautions to be Taken in Handling and Storage: Store in a cool, ventilated location. .Hot surfaces may ignite product in the absence o sparks or flames. Keep container tightly sealed when not in use. Do no smoke in the vicinity of product.. Other Prec,autions: - Avoid contact with eyes or prolonged contact with skin or breathing of vapor. Steps to be Taken in Case Material is Released or Spilled: Remove all sources of ignition. Cover with liquid absorbent material such as clay sand or vermiculite. Remove in container suitable for proper disposal. Waste Disposal Methods (Consult Federal, State, and Local regulations) Dispose of in accordance with Federal, State and Local regulations. / .... ... ~ --. .. -. -. . i 5. .. . '1 .-_. -J: ;. . 't,, . .. 8 - SPECIAL, PROTECTION INFORMAl'ION/CONTROL MEASURES \ Protection: If exposure may exceed recommended limits, ,ii a NIOSH approved respirator. special : n/a Other: Protective gloves:' Neoprene, or other chemicalresistant material. Eye Protection: 5 - Ventilation: yes Local Exhaust: yes Mechanical (General): yes .. n/a When handling with solvent, use splash goggles or ?&fet - glasses. Other Protective.Clothing or Equipment: likely td occur, use of barrier creams is recommended. - Work Hygienic Practices: Remove and wash contaminated clothing before reuse. Refrain from eating, drinking or smoking near work station. Where prolonged skin contact is .. . . .. .- .. . . -. . -. _.. . . ._ .- .. . .. . I I .. !.:. ...... ,:. I .. ... ... 'i i. r- am I. mi, , C D-LXHKINENE ........................... 59BlrZ7-S W.9 PROWLEE BLWL TERT-BUTYLEMER ...... 52019-52-7 W.f IRIPRIlPYLENE BLYCDL ETHER ............ ZM98-49-1 3.0 UONYLPHENDL BLYCOL ETHER ............. Unknown 3.0 ... 1 * - 50.0. - 7.0 - 7.0 , P. -- .I U)KLIm WZfCTz.............., 340.CO F VAQOR PWlJSURSr.. ............ 1.6OEO adig a 6a~ It .............. > l.lO Air - 1 .................. ............ 85-! VDYITILg OWARICa: .......... 776.48 pl;/litcr mr: LESS rn a cumx ia~m WD ......................... WA I: ............... ;.. < 100.0 cfs POIm, ................. 112.00 F Rs-w IlIma-6 . m: ..... YID FwrrrWLb . OLa: ..... WiD . AUSM1111ISIOR -&=: ... N/D SXTIl((mI.8IMS ItfDU: Yatsr SPPOY, Carbon dimxid., Dry uhuiwl, Fou, Aleahol-~r fou Yasr full proteotrvm clottunu, inolubinp hlut, nlt-conhind, Poaitiva prmrrztra cr pr811ura dm!tand tfro~thing .pPu8tw, bhar Cub* end pants. band. wound I)R~D, rrrat ud lmp.. fmcm urlr, md Drotcctiva covering for axpwd wmms of thw hud. sffictively axtinpui#h firel hecnvmr, it Should bm usmd to kmw firm- exposod containers and mrfocO8 cad md prrvat uplosiva rUPtUr0- Y=tw or fomn nay ems. trothlno. Closed containmrs axposad to heat from firm my build prossur. end SPECIAL rm PXQMTS~ mowmyzsI Wmtmr mw net mwlRL PIRL AWn -1DII HAZkRPBr Abhraviatlona: H/D - Not Datmrainod N/A - Not krplicmblm .. . .. .. . ... 1-. ~ .._.__ I . .. '' B5ia8/95 .. .. _.__. '..? . - . .. 1s-74 s2231 IATERJIL SAFETY IATA SHEF3 PAGE: ' 2 of 4 !nb. ' .ONx Mill Not Occur R0,mren 1 bon Dioxidm. ON SPIIL RWOt48C: Refar to other motions of this HSDS for irrtorutim rrgmrdinm PhYricnl and health hPrsrrh. rrapirrtwy mmtmotion, vontilmtion. -nd ~rrsonal orotcmtiv. msuipmsnt. In tk U.S.A., oall C6121 733-1110 or (6121 733-61ao for 24-hour spill arcrctsxm. Ventilmtm area. Extinmiah ail ig.rition saurcms. Contrin spill. Cover uith LnorQPnic absorbent aatarial. Collaet willad natarinl. Cwllmct usinp non-sparking tooh. Cloan UP rrriduc. Place in closed santsinsr. I?cinmrate in an andustrid or cMnwrei.1 fmeility. conpletalv absorhsd waste product in a luzardws wmata facility. Raclaim if fmrmibls. No data avmil-bl.. Sinca renulrtions vary, cenrult .ppllcsbLe rm ulr&iDnr or authorities befora disposal. In the mvwt of M uncontroP1.d rslsarv of this motorial, thm user ahould deterrim if th. rmlem$fa smUfimr as a reportnhle quantity. Emtv containurn am heardous rut. by U.S. EPA critaris. U.S. €PA Harardrmo WPtta Nuder = OD01 (Imatnble) k~uIDzn DZSPOBA~, Dispofm-of ZIIvlROw(lWAL MZA: ILLBUMTORY IWFOWATIOR~ ' m WHTAffr Immcdistsly flush eyes with lares .*aunts of water. 6mt iamdirt- mdicsl mltsntinn. -1W WMZADT: Flush skin with lrrna amounts of rater. It irritation pmrsi6ti. nat - mmdilihl attentian. Remaya person to frmsh air. If not breethinn, givl mrtificial raspiratian. If brrathina is difficult, art inrdirtm Ndica& attention. rmmr1o?l: Abbrcviatfonsr nlo - Not Doterminad N/& - Uot Applisrbk - ~. .. .. , _i. ,. .: i -! W Gwwal OMms 3MCanW . SL Paul, Mlnnoaota 555144-IOW 61217S1110 14-?& 52238 IATERIAL SAFETY IATA SHEET IS SYALLDYfDl Do not induca vocsitinp. Drink two plaraas a2 nrtmr. Cell m phvsicbn. 7.-an LIL PROTIDtTLW: Avoid eye contact. Uaar ufdw ularus with sidm shialda. mw maieE'Lmx: Wear appropriate plovaa when hmdlinp this Mtrrirl. A prir of olavsr mada from the fallawinu material(d mr. rooorundwir butyl rubber, nsoprcne, nitrils rubbsr, polyvinyl alcohol, fluoroal.rtowr CVitonl. ?~TIlAZIOR PRWWTLOMr Use in a wall-vmnti1at.d Wnb. Avoid prolonged breathing of vmmors. #IOSH approvmd respirators bxmd Dn airborne cawntrmtron of contaminants md in ecCordMC0 with OSHA rosuhtionss half-arsk orgenic vapor rmapirntor. Po not eat, drink or sakm when wing this product. Y& ornored armas thorouohly with 8onw nnd watar. .. PeSPIInmxr PIU)~OM ; Sele=t QM of thsSfnllowins PREvnrTlOW UP ACCIDENTAL IWDLSrrOllt IvEonE!amIp sZOIArnl Store in I cooL dace. Keep containor in *all-ventilated area. FIRE AM0 CWLOSION WUXDANCZI Kaep container tightly closed. Keep pwpy frna hot. spm-ks, open flana, Md athw sources of ipnition. Coabustibla liauid Md vapor. * SKIN mTATIDBt Listad substmnc~r indiwtmd with V" under SKIN Infar 10 the potsntinl contribution to tha av.rall ex~osrpr by the cutatwoua.rout* includinp mucous medrone md oyer ea.thrr br urborne or, Rare portamlarl, by diroot contact with th. substanem. Veh%eLo6'em altar skin absorption. Abbravietianm: HID - Not Dotarmiibmd WA - Uot Ann1iis.hlr i I i ! I i i i i 1 i ! i IATERZAL SAFEN . IAlA SHEEl .- SICXU CONTACT: Hrld Skin Irritation, aianslsMptoms cm ineldm csdnuw, r*ellina, and itching. Central Harvous Systae Capreslfani ripnr/tuntola cen include tmsdachs, diuikns, drwsinsar, incwrdination. slo?ted reaction tine, . slurrad spmeeh. giddiness and uoconsaiobtsnelrr. Irritation (uppar ranpiretsry3i sizorrr/smm?pr cam includu -omm=a of the nose and throat, coudinm pnd moozxng. INRAZATXON- IF IIW-3 Irritdian of Gastrointertinel Tirrunrr nisna/wwtors ann include pem. vomiting, abdominal tsndornoa, mwa, blood in vmmitua, and bload in iecro. uEP~rnrn~~l!MT~ TllltzPllr II-LIMONENE (5989-27-51 is a potmntirl dmvlop.rurtuI hazud caurinn abnormal bone foramtim b9 t)u nr.1 muto of UPOIUPD in lobwmtory I --vie+ snsz RI - Hot Dc I. UIA - Mat hllcr 810 May he used Co comply yiL1i OSHA's llozard Curiwuriicatiun Staridatcl, ZYCFR 1910. 1200.. Standard must be consulted .for specific:,,r~~ulrem~rl~s .. SECTION 1 - Manufacturer: COLOR MIX, INC. Distributor:. Color. Mix, Tric:. Emergency Tel. r .. - -- . . --.. . 2445 Production Br. Nunbet: 011 49 2103/5502f, St. Charles, IL 60174 Otlier Information .. 17001-513-5348 .. (chemical ti - OSHA .. ACGIH OTliER EXPO- '6 (01'- CAS 'NO'. conunon nruna (8) ) : I'liL TLV SU~E LIMITS TIONAL) 13040 33-4 mq /m3 /ppm STEL Diacrylate Monomer Acryl ii t es ' MO nonier Not Estab.~ishad Acrylateoligomer, *** This MSDS has been prepared in conipliance with Federal OSIIA HCS Standarc (29CYH1910.. 1200) and the ACGIH 19I3Y-J.s)')O. Cheitiiutlls present in qunntitil greater than the "&! miniinis concentratjon" in EPA SAM 'Yitle 111 Scctil 313 (40CPR372) ore: NONE ***The cheniicai identity and/or CAS is being- with held as n trade 8Wre Monomer and . Not Estnblished ' . 15624-84-5 Vqor Density SolubiiiGy ' Reactivity in (Air-1): >1 in water: Appreciable ' water: not reactive Appearance Melting Point: n/a UVP VOC content as supplied 20 grams per liter ..*' . >.% SECTION 1 - Phone: (312) ~ .__ 351-9865 - ~~ ~~~~ Telex: 254089 rnsnul-.a . N.UK I. C I Locku FarLen GmbH . I!iederhold Scraen Printing Ink Division .. 0911 / 36 10 80 A-. .. . Am Stodtpork 69 TrkpL E- rn No. City. Suu. and irP 01 her Inlnrmabn Telex d 0622 149 wicdh D- 8500 Nuernberg 10, West Germany Cdl, U.W 6wn~o.Lun of I'rmn Rapruibh lor Itryrauon (Uptiondl .$fC,k ;/If-,- 1 st 21.07.88 SECTION 2 - HAZAIIOOUS INCRE1)IENTS'IIIENTITY khdow IAnpnrnuu ichrrnnul L mrnmon m.mrl*l~ .. *a CAS . IISIIA AI'tilll . Llthrr Lspun PEL TLV . lrrniu optt ton dl . NO Monomer and no ertoblished stondort Prepolyker Acrylates I PI I . .. -1 SECTION3- PIIYSICAL & C~IEhllCALCSIARACTERISTICS~ Roiltlq bWllt . \.pol Pant > 1oooc Gr.mlyiji,n-tl > 1 ,m hmun 4 1 ,o mbor 20' C >l .hlubility He.rllrOl, I" h S4.m opprecioble ' w.t*r not water-reoctive mzy - coloured porte uith odor Pan1 n.0. V.P Ikluiiy IAU - II - Melury SECTION 4 -FIRE & EXPLOSION DATA iluh ' M-lhod Flarnmmhlr Lmlu LEL Point> 550 C. 114 tn AW I+ hs Volurnr Lorn' n. a. Uppr . IIEl. . Jempnstuun Autnlmhi 200 - 300' C Extmwinher ~d,. . Chemicol powder, carbonic ocid - CO,; foom. 6~t.l IlrhUnr Fin Fmadvra inside buildin' 5 an independent self-contoined brrothing opporotus 1. recommended to protect firefighters ,from ony hozordous combvstion products. WmionHuud. kter BOY be used 'to cool endongered contoinera. . . . For cxtinguishing larger fires or 1tnuuml Fire and ~ In tha event of firm, tharmol degrodotion products may fori which ore acidic' and acrid. . .. .. ' .. . .. .. ... .:. .... __ ... ........ ... ChnmicDl LlmLcd .I CueinogM NmllondToricolog Yea 0 ...... 1.A.R.C Ycl 0 OSHA Yed 0 Emcr(ltnr and .. < ..... .-_e .. Fi-tadA=durom ' . Avoid contact with skin and eyes.'Vopours and docomposition prod from pyroly.fng W-Inks aro very irritating to' the.'rospiratory syatom. ' 'orPotanlldC.rcino~m Ropm No OC ...... :.M~mgrDph. No S .. :... No ..... .'....,. .. eROV0 the psraon to an uncontaminated aroa and call for .- 1.Inhdatim R immldinfkl .. ,.ROUTES dL x~ycl Irr gyto thorowquentitios of vutor.- . . ENTRY ,3.SWn R.ROVO a-. - Wash the affoctod : area thorough,J ?aunts nf OF .) 4. LnguEg- onso t a physician ormonkrol contor immediately. SECTION 7 - SPECIAL PRECAUTIONS AND SPILULEAK PROCEDURES PrccautloN Lo be Taken hHnadLngandSLoriga Storage tomperoturos betwoen +so c and + so c. See Section 5.- ...... W-Inks should ba storod in their original contoin.rr' which should be .. I Other .-A!& ., . . ,~. .,; .::-:. : . . .*'. .......... ..;:.. :.,I' . ., ......... \r .-'.I. ..':$~A:.:. ... hUVUDN kept closod oxept whon in us.. .;. .- ,.:. ....... ....... ..... .?,.. . , .. i Steps ta br T&cn in Cuc Ma~dII~le~~nS~~d Contain the spillage and prevent it froa 'ontaring drains. Spill8 should bo absorbed into sand. oarth or drv aatarial. : .. ,. ~~i~~l,,.,,.,,..,,,,,,.,,, The saturated absorbent and othor contaminated ' ~ ~ .-.. . .. . ' materials should be. placed in sealed contajners.. A. and di'sposed according to fedoral, stote and local reaulatio'ns. -. SECTION 8 - SPECIAL PROTECTION INFOBMATIONICONTROL MEASURES *. ~${;~~~~lr~ Th* low vapour pressuros at noraol aybiont temporaturas .. implies LLnNd olhsr VodUlrUon lacll ualthiagL-i b'peod - * Ye' MEchnnld fhdAhlhamrd nf b Eshaua; yOr IU0nr.u LOCTITE CORPORATION 1001 TROUT BROOK CROSSING ISSUED 8/24/95 ROCKY HILL CT 06067-3910 13:16:14 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 MATERIAL SAFETY DATA SHEET Page 1 of 4 I. PRODUCT IDENTIFICATION Product Name: Product Type: Cyanoacrylate Ester 11. COMPOSITION Su er Bonder(R) 420 INSTANT ADHESIVE Item No. : 42a Ingredients CAS No. x Eth 1 c anoacrylate HYD~OQU%NONE 7085-85-0 123-31-9 111. CHEMICAL AND PHYSICAL PROPERTIES Vapor Pressure: Vapor Pressure: Less than 0.2 mm at 75'F Ap roximatel 3 Po? merized gy water 1.01 at 75 F More than 300'F 98.8X; 1037.4 g/1 Not available Does not ap ly Clear 1cqu&i Sharp, irritating IV. FLAMMABILITY AND EXPLOSIVE PROPERTIES Extinguishin A ents: by Fire or Thermal Decomp Explosion Hazards: Hazardous Pro8ucfs Formed Unusual.Fire or Compressed Gases: Pressure at Room Temp.: 95-100 0-0.5 150 - 200 *F 2 2 2 No water. Method: Tag Closed Cup 2 See Section X. Not available Not available Carbon dioxide, foam, dry chemical Irritating organic fragments. None None Does not apply V. SPILL OR LEAK AND DISPOSAL PROCEDURES Steps to be taken in case of spill or leak: Recommended methods of disposal: Flood with water to polymerize. inert absorbent. Incinerate following EPA and local regulations. Soak up with an VI. STORAGE AND HANDLING PROCEDURES Safe Storage: $andling : Store below 75 deg. F. Avoid contact with skin and eyes. vapor. Contact Loctite Customer Service 1-800-243-4874 for shelf life information) Avoid breathing VII. SHIPPING REGULATIONS Domestic Groun a Transport Proper Shipping Name: DOT (49 CFR 172 Hazard Class or Division: Identification Number: Marine Pollutant: Proper Shipping Name: IATA Unrestricted (Not more than 450 liters Combustible liquids, n.0.s. (Cyanoacrykte ester) (More than 450 liters) Unrestricted None NA 1943 (More than 450 liters) None Not more than 450 liters) Combustible 1 I quid (More than 450 liters) Not more than 450 Jiters); Unrestricted (Not more than one pint); Other regulated substances (More than one pint) LOCTITE CORPORATION 1001 TROUT BROOK CROSSING ISSUED 8/24/95 ROCKY HILL CT 06067-3910 13:16:14 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 MATERIAL SAFETY DATA SHEET Page 2 of 4 Product Name: Item No. : 421 VII. SHIPPING REGULATIONS (continued) Su er Bonder(R) 420 INSTANT ADHESIVE Class or Division: UN or ID Number: VIII. REACTIVITY DATA Unrestricted (Not more than one pint); Class 9 (More than one pint) None ANot more than one pint) ID 80 7 (More than one pint) Stability: Stable Hazardous Polymerization: Will not occur. Hazardous Decom osition Products (npn-thermal) : None Incompatability: Polymerized by contact with water, alcohols, amines, alkalies. IX. EMERGENCY TREATMENT PROCEDURES Ingestion: Inhalation: Skin Contact: Eye Contact: X. PERSONAL PROTECTION Ingestion is not likely. See supplemental page for emergency rocedures. Remove to fresh air. If symptoms persist, obtain medical attention. Soak in warm water. See supplemental page for emer enc procedures. Flu& wieh water. See supplemental page for emergency procedures. E es: din: Ventilation: Safet glasses or goggles. Nitrile or pol ethylene gloves and aprons. DO not use cotzon See. supplemental iage for additional information. Positive down-dra t exhaust ventilation should be 8LV. rovided to maintain vapor concentration belov XI. HEALTH HAZARD DATA Toxicity: Skin contact may cause bums. Primary Routes of Entry: Si ns and Symptoms of Exposure: Existine Conditions Bonds skin rapial and strongly. Ski? and eye irrilant Estimated oral LD50 m&e than 5000m Estimated dermal LD 50 more than 20Bdk&/kg. None known Vapor is irritating to e es and mucous membranes above TLV. va ors may produce sym toms of non-allergic asthma in sensitive ingividuals. Prolonged an$ repeated overexposure to Aggravzted by-Exposure: None knovn - Exposure Limits (TWA) Ingredients Ethyl cyanoacrylate HYDROQUINONE - Exposure Limits (STEL) Ingredients Ethyl cyanoacrylate None 2 mg/m3 TWA OSHA (PEL ) None 2 mg/m3 TWA OSHA (PEL) OTHER 2 pm TWA z*!gnfsp;WA 4 mg/m3 STEL - Ingredients for which no Exposure Limits have been established are not listed above. Literature Referenced Carcino en - Ingredients Target Organ and Other Health Effects NTP IARE OSHA - Abbreviations N A Not Applicable - CNS Central nervous system IMM Immune system B I 0 Blood ALG Aller en BNM Bone harrow EYE Eyes IRR Irritant - LOCTITE CORPORATION 1001 TROUT BROOK CROSSING ISSUED 8/24/95 - ROCKY HILL CT 06067-3910 13 :16 : 14 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 MATERIAL SAFETY DATA SHEET Page 3 of 4 Su er Bonder(R) 420 INSTANT ADHESIVE 42g - Product Name: Item No.: XI. HEALTH SAZARD DATA (continued) SKI Skin XII. PREPARATION INFORMATION - HUT Mutagen RES Respiratory - Pre ared.By: Tide - 624Rr. 7.Phone : - evision Date: Corn a; L Stephen Re etto Research Cgemlst Loctite Cor f203) anuary 571-5f!gg5 03, Environmental Bealth & Safet 1601 Tr Br Cr, Rocky Hill CT 06867 Revision: 0027 ISSUED 8/24/95 13 : 16: 14 ROCKY HILL CT 06067-3910 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 LOCTITE CORPORATION 1001 TROUT BROOK CROSSING Product Name: Item No.: MATERIAL SAFETY DATA SHEET Page 4 of 4 Su er Bonder(R1 420 INSTANT ADHESIVE 42E Supplement INFORMATION FOR FIRST AID AND CASUALTY ON TREATMENT FOR ADHESION OF HUMAN SKIN TO ITSELF IF CAUSED BY CYANOACRYLATE ADHESIVES CYanoacrylate.adhes%ve is,a very f+st setting and strong adhesive. bonds human tissue.mcluding skin in seconds. that accidents due fo cyanoacrylates are handled Eest by passive, ngnsur ical first aid. given Eelow. It Ex erience has shovn Treatment of specific types of accidents are SKIN CONTACT Remove exce s adhesive, Soak in varm soapy vater. The.adhesive will come loose zrom the skin in several hou S. Cured adhesive does not present a health hazard even when bondes to the skm. Avoid contact vith clothes, fabrics; rags, or tissue. Contact vith these materials may cause polymerization. The polymerization of large amounts of adhesive will generate heat causing smoke, skin bums, and strong, irritating vapors. Wear nitrile or polyethylene gloves and apron when handling large amounts of adhesive. SKIN APHESION First immerse the bonded surfaces in varm, soapy vater. the surfaces apart vith the aid 0f.a blunt edge, e.g. a spatula or a teaspoon handle: then remove adhesive from.the skin vith soap and water. Do not try to pull surfaces apart vith a direct opposing act ion. Peel or roll EYELID TO EYELID OR EYEBALL ADHESION In the event that.e elids are stuck together or bonded to the eyeball wash thorou hly wid varm water and apply in l-ga~~e a patch. The eye vili open withouf further action, typical1 days. There will be no residual damage. Do not try to open !he eyes by manipulation. ADHESIVE ON THE EYEBALL Cyanoacrylate introduced into the eyes will attach itself to the eye protein and.vill disassociate from it over intermittent periods, generally covering several hours. This vill.cause period? of.weeping until clearance is achieved. During the period of contamination double vision may be experienced to ether with a lachrymatory er’fect, and it is important to understand tRe cause and realize that disassociatign will normally occur within a matter of hours, even vith gross Contamination. MOUTH If lips are accidentally stuck to ether, apply lots of varm Water to the lips and encourage maximum vefting and {ressure from saliva inside tke mouth. Peel Or roll.lips apart. Do no try to pull the llps with dlrect opposing action. - It +s.a&most impossible.to svallov cyanoacrylate. solidifies and adheres in the mouth. Saliva.vil1 lift the adbesive in one half to tvo days. In case a lum forms in.the mouth, position the patient to prevent ingestion of the Eump when it detaches. The adhesive - BURNS Cyanoaqr lates give off heat on solidification. drop vllx increase in temperature enough to cause a burn. Burns should be treated normally after the lump of cyanoacrylate is released from the tissue as described above. In rare cases a large - SURGERY It should never be necessary to use such a drastic method to separate accidentally bonded skin. - L LOCTITE CORPORATION 1001 TROUT BROOK CROSSING ISSUED 8/24/95 ROCKY HILL CT 06067-3910 13:16:14 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 MATERIAL SAFETY DATA SHEET Page 1 of 4 I. PRODUCT IDENTIFICATION Product Name: Item No. : 42g Product Type: Cyanoacrylate Ester 11. COMPOSITION Su er Bonder($) 420 INSTANT ADHESIVE SA Ingredients CAS No. z Eth 1 c anoacrylate 7085-85-0 95-100 HYD~OQU~NONE 123-31-9 0-0.5 111. CHEMICAL AND PHYSICAL PROPERTIES Less than 0.2 mm at 75'F Ap roximatel 3 Po? merized gy water 1.03 at 75 F . More than' 300 F 98.82; 1037.4 g/1 Not available Does not ap ly Clear lgqu+S Sharp, irrititing IV. FLAMMABILITY AND EXPLOSIVE PROPERTIES Estimated NFPA Code: .Flash Point: 150 - 200 'F Method: Tag CI Health Hazard: 2 Fire HaFard: 2 Reactivit Hazard: 2 Specific gazard- No water. Health Hazard: 2 Flammabilit Hazard: 2 Personal rotection: See Section X. Estimated HMIS Code: Reactivitl Kazard: 2 Explosive Limits: 2 by volume in air Lower Not available LZ by volume in airlllpper Not available ecommended Extinguishin A ents: Carbon dioxide, foam, dry chemical Hazardous Pro8ucfs Formed by Fire or Thermal Decomp Irritating organic fragments. Unusual.Fire or Explosion Hazards: None Compressed Gases: None Pressure at Room Temp.: Does not apply .osed Cup - V. SPILL OR LEAK AND DISPOSAL PROCEDURES Steps to be taken in case Of spill or leak: Recommended methods of disposal: Flood with water to polymerize. Soak up with an Incinerate folloving EPA and local regulations. - inert absorbent. VI. STORAGE AND HANDLING PROCEDURES ~ - iafe Storage: Store below 75 deg. F. Avoid contact with skin and eyes. vapor. Contact Loctite Customer Service 1-800-243-4874 for shelf life information) and1 ing : Avoid breathing - VII. SHIPPING REGULATIONS ~~ DOT (49 CFR 172) Domestic Ground Transport - Proper Shipping Name: Unrestricted (Not more than 450 liters Combustible liquids, n.0.s. (Cyanoacrylite ester) (More than 450 liters) Unrestricted Not more than 450 liters) NA 1943 (More than 450 liters) Hazard Class or Identification Number: None Not more than 450 liters); Marine Pollutant: None 1 Division: - Combustible 1 quid (More than 450 liters) IATA - Proper Shipping Name: Unrestricted (Not more than one pint); Other regulated substances (More than one pint) LOCTITE CORPORATION 1001 TROUT BROOK CROSSING ISSUED 8/24/95 ROCKY HILL CT 06067-3910 13 :16 :14 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 MATERIAL SAFETY DATA SHEET Page 2 of 4 Product Name: Item No. : 428 VII. SHIPPING REGULATIONS (continued) Su er Bonder(R) 420 INSTANT ADHESIVE Class or Division: UN or ID Number: VIII. REACTIVITY DATA Unrestricted (Not more than one pint); Class 9 (More than one pint) None JNot more than one pint) ID 80 7 (More than one pint) Stability: Stable Hazardous Polymerization: Will not occur. Hazardous Decom osltion Products (non-&ermal) : None Incompatability: Polymerized by contact vith water. alcohols, amines, alkalres. IX. EMERGENCY TREATMENT PROCEDURES Ingestion: Inhalation: Skin Contact: Eye Contact: Flus vi h water. See supplemental page for Ingestion is not likely. See supplemental page for emergency rocedures. Remove to Fresh air. If symptoms persist, obtain medical attention. Soak in varm water. See supplemental page for emerienq procedures. emermncy Drocedures. - -. X. PERSONAL PROTECTION E es: din: Ventilation: XI. HEALTH HAZARD DATA Safet glasses or goggles. Nitrile or pol ethylene gloves and aprons. DO not use coteon See supplemental iage for additional information. Positive down-dra t exhaust ventilation should be YLV . rovided to maintain vapor concentration belov Toxicity: Skin contact may cause bums. Bonds skin rapid1 and strongly. Skin and eye irrieant Estimated oral LD50 more than 5000m kg. Estimated dermal LD 50 more than 2.086 mg/kg. None knovn Vapor is irritating to eyes and mucous membranes above TLV. va ors may produce sym toms of non-allergic asthma in sensitive ingividuals. Aggravated by Exposure: None knovn Primary Routes of Entry: Si ns and Symptoms of Exposure: Prolonged and repeated overexposure to Existing Conditions - Exposure Limits (TWA) Ingredients Ethyl cyanoacrylate - HYDROQUINONE OSHA (PEL 1 OTHER None None 2 pm TWA 2 mg/m3 TWA 2 mg/m3 TWA 2 *igyi&?WA 4 mdm3 STEL - OSHA Exposure Limits (STEL) ACGIH Ethyl cyanoacrylate (TLV) (PEL 1 f4sp@m3) I 46p@m3 ) - Ingredients - Ingredients for which no Exposure Limits have been established are not listed above. - Literature Referenced Carcino en c Ingredients Target Organ and Other Health Effects NTP IARE OSHA - Abbreviations N A Not Applicable - CNS Central nervous system IMM Immune system B I 0 Blood ALG Aller en BNM Bone iarrow EYE Eyes IRR Irritant LOCTITE CORPORATION 1001 TROUT BROOK CROSSING ISSUED 13 8/24/95 :16 :14 ROCKY HILL CT 06067-3910 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 -. MATERIAL SAFETY DATA SHEET Page 3 of 4 Su er Bonder(R) 420 INSTANT ADHESIVE 42g Product Name: Item No. I XI. HEALTH HAZAW) DATA MUT Mutagen RES Respiratory SKI Skin XII. PREPARATION INFORMATION - ( cont inuedl c Pre ared.By: Titye : - ~ Con an - $24& $7 'Phone : evlslon Date: - Stephen Re ett.0 Research Cgemlst Loctite Cor 5203) 571-.5!igg5 anuary 03. Environmental Health b Safet 1601 Tr Br Cr, Rocky Hl11 CT 06367 Revision: 0027 LOCTITE CORPORATION 1001 TROUT BROOK CROSSING ISSUED 8/24/95 ROCKY HILL CT 06067-3910 13 :16: 14 EMERGENCY PHONE: (203) 571-5100 FAX: (203) 571-5465 Product Name: Item No. : MATERIAL SAFETY DATA SHEET Page 4 of 4 Su er Bonder(R1 420 INSTANT ADHESIVE 428 Sumlement -_ INFORMATION FOR FIRST AID AND CASUALTY ON TREATMENT FOR ADHESION OF HUMAN SKIN TO ITSELF IF CAUSED BY CYANOACRYLATE ADHESIVES Cyanoacrylate adhesive is a very fast setting and strong adhesive. bonds human tissue including skin in seconds. that accidents due to cyanoacrylates are handled {est by passive, nonsur ical first aid. given Eelow. It Ex erience has shoM Treatment of specific types of accidents are SKIN CONTACT Remove excess adhesive, Soak in varm come loose from the skin in several hours. Cured adhesive does not present a health hazard even vhen bonded to the skin. soapy vater. The.adhesive vi11 Avoid contact vith clothes, fabrics; rags, or tissue. Contact vith these materials may cause polymerization. The polymerization of large amounts of adhesive vi11 generate heat causing smoke, skin burns, and strong, irritating vapors. Wear nitrile or polyethylene gloves and apron vhen handling large amounts of adhesive. SKIN ADHESION First immerse the bonded surfaces in varm, soapy vater. the surfaces apart vith the aid 0f.a blunt edge, e.g. a spatula or a teaspoon handle: then remove adhesive from.the skin vith soap and vater. Do not try to pull surfaces apart vith a direct opposing act ion. Peel or roll EYELID TO EYELID OR EYEBALL ADHESION In the event that e elids are stuck together or bonded to the eyeball vash thorou hly vitX varm vater and apply in l-gau~e a patch. The eye vili open vithouf further action, typical1 days. There.vil1 be no residual damage. Do not try to open ?he eyes by manipulatlon. ADHESIVE ON THE EYEBALL Cyanoacrylate introduced into the eyes vi11 attach itself to the eye protein and.vill disassociate from it over intermittent periods, generally covering several hours. This vill.cause periods of.veeping until clearance is achieved. During the period of contamination double vision may be experienced to ether vith a lachrymatory ekfect, and it is important to understand tfe cause and realize that disassociation vi11 normally occur vithin a matter of hours, even vith gross contamination. MOUTH If lips are accidentally stuck to ether, apply lots of varm vater to the lips and encourage maximum vefting and the mouth. Peel or roll lips apart. vith direct opposing action. It js.almost impossible to svallov cyanoacrylate. solidifies and adheres in the mouth. one half to tvo days. patient to prevent ingestion of the Eump vhen it detaches. ressure from saliva inside Do no! try to pull the lips Saliva will lift the adhesive in In case a lum forms in.the mouth, position the The adhesive BURNS CyanoaSr lates give off heat on solidification. drop vi11 increase in temperature enough to cause a burn. Burns should be treated normally after the lump of cyanoacrylate is released from the tissue as described above. In rare cases a large SURGERY It should never be necessary to use such a drastic method to separate accidentally bonded skin. Emergew TmI.phOnet Trancportltton <Cnentrec3-------- (B > 424-9300 '> 726-3737 w i tsctlue eqoipmunt o. pants. coat and With this product and wpwatu+. of thlr product WXP10SiVD. .... . . . .. ._.. tJ '' , .... . . . . H3.731 OW 15/95 10:48 DIWX MMIcCr_ + 16197273381 TEL :404-799-1873 Feb l5f95 12:07 No.019 P.ll - TECH. RDMIN I I I .. '. . .. .. . . ... - .'. .: ' ' ..: .. . '. . .... , . . '. .. . .. .. r- .. .. ....- . .. ,. . YWI- ...- ".l..--, ... . .... P. 86 _. 14:12 ' DEU)-CHEIq INC. . .... .. . . I. ..: .. --'. ... .. .~ .... FLASH PCIFIT :@ LEL: 6.80 x .. .. .. .. ... ..... .... - .'. .... . . :. ... .. , .. .. ... .. ! .. .. ... .I ... .. .. .... .. .. : .. .. .. . . '. ... .. -. .-.-.._ Material Safety Data Sheet -. HAZARD RATING Flammability 4-SEVERE HAZARD @ eactivity 3-SERIOUS HAZARD 2-MODERATE HAZARD Health I-SLIGHT HAZARD 0-MINIMAL HAZARD Perso.nal (See Section IV) Protection FLOQUIL- POLLY S COLOR CORP. AMSTERDAM, NEW YORK i20ios204 ' - SOUTE 30 NORTH PHONE L518) 843-3610 - I I c I PRODUCT NAME: Floquil Aerosol Briaht Gold I PRODUCT NUMBER: 130103 - -&nerd ID: Paint related material I Emergency Phone# (518) 843-7380 lot Hazard Class: Consuner Cmodity cmm Information Phone# (518) 843-1380 +lene 1330-20-7 1ooppm laom 435 mqM' Ethyl Acetate 141-78-6 LOO PPM 400 PPM 1400 mom' h >~.L?bf :etone 67-64-1 750 PPM.: 750 WM 1780 mgM' *I/ 31.0% "rdrocarbon Propellant 68476-85-7 1OM) PPM Asphyxiant le00 ma/M' I\ >1.0% 1 Medh .'ecial Fire Fighting Water spray, "alcohol" foam, drv chemical. foam. CO. or anv pt. Wear self-contained breathinq apoaratus when fire f-in'conflnede. - >usual Fire and Explosion Hazards If nater is used, fog nozzles are preferred. Vaoors air. 1 'revent rupturing. Propellant extremely flamnable. J SDS Form Used To Comply With OSHA HAZARD COMMUNICATION STANDARD 29CFR 1910.1200 MF00073 Rev. 11/68 II 'a+ompatibility (Moterials to Avoid) Oxiaizing materials can cadse vigorous reaction. . ... r. . <. . . No NTP? IARC Monographs? NIL OSHA Rewlated NIL - .cinogenicity: -ns and Qmptomr Of EXpmm Breathing difficulty, dizziness, light-headedness, dryness of respiratory tract. , ,Medical Conditions Aggravated by Exposure Any medical condition, allerav. sensitizat ion which e om. se upon exposure to the product. ~, iuardous DecorrpodtiOn or By-produccI Yardous I IConditiomto Avoid Combustion will produce fms, Make carbon dioxide & probably carbon mono: i& vmerization t '1 L,,idrgency and First Aid Procedures I~Eyel: if In Skin: . Wash areas with soap and water. Remove contaminated clothinq. Consult Rhvsician. .F1 ush inmediately with large amounts of water for 15 minutes. Take to physician for treatment. Sm&d: Remove to fresh air, restore breathing. Consult a physician. . lure and death. I 1 - - APPENDIX D-MSDS - 1. 2. 3. Plastic laminate sheets described as commodity 1 on page 5. Metallized plastic sheet described as commodity 2 on page 5. Items in the Chemical Classification Form, Table 1, Appendix B, in order of appearance. - 83/25/97 01:- WIT ~ITECTS IW. + 619 449 7886 ~. . . NfiR-25~97 "JE 09: 17 CITY OF CfiRLSBAD COM DE FAX NO. 4380894 M.476 DB5 P. 04 17jO Gillespie WayI Suite 101 Reo &&h A- xizgs PmjadAddnrc Ini(uI OPll& (2). I de to poy he SPECIAL DEMLOPMWT TAX ANNUALLY ndlousnd )ym hdmmwnAmralSpOal'fax-s \3 CmFY UNDER PENALW OF P@kJURV THAT THE UNDERSlGNEO 18 THE THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WU. COMPLY WrrCr %28AW,W. B Manaqer William P. Tschantz, General Partner William P. Tschantz 3-33497 NON-RESIDENTIAL CERTlFlCATE CITY OF CARLSBAD - COMMUNrrY FACILITIES DISTRICT NO. 1 SPECIAL TAX CALCULATION WORUSHEET FOR THE DEVELOPMENT OF NON-RESIDENTIAL PROPERTY ** PLEASE PRINT ** ONE PER EACH SUILDINO PERNIT *** ~ ~~ PLANNINO: E) DATE OF INITIAL PARTlClPATlON IN CFO: F) OCNERAL PLAN DESIQNATION(S): (BOXES PROVIDE FOR THREE DIFFERENT USES, EXPAND AS REQUIRED.) rA7<?/ F2) FS) 0) NET DEVELOPABLE ACaEAOE THAT WILL REMAIN BY OENERAL PLAN USE AFTER THE STRUCTURE(S) IS BUILT: 0 2) o a) 0 AC A A AC 01) H) TYPE OF LAND USE CREATED BY THE ISSUANCE OF THE BUlLOlNQ PERMIT: (FROM SPECIAL TAX TABLE) HO UP) H3) ENOINEERINO: I) SOUARE FEET OF BUlLOlNO PER USE INDICATED IN (H) ASOVE: 14) 12) IS) SOF SOF SOF- J) IMPROVEMENT AREA (CHECU ONE): WITHIN THE BTO - IMPROVEMENT AREA I OUTSIDE THE ST0 - IMPROVEMENT AREA 11 ( ) 1 BUILDINQ: FINANCIAL PORTION TO BE FILLED OUT BY MlUE PETERSON OR FAX TO BARBARA HALE 2SS-37SS ENOlNEERlNO INITIALS: FSNANCE INITIALS; LO S REQUIRED INFORMATION: BUILDINO: A) PLAN CHECU NUMBER AND/OR BUlLDlNO PERMIT NUMBER: 0) PROPERTY OWNER(S) AS LISTED ON TITLE: C) ASSESSORS PARCEL NUMBER (S) OR APN AND LOT NO'S FROM RECORDED FINAL MAP: zf 2-/m-z7 c% 4 7- . O)OESCRIPTION or WORU: 36,242 Cf/Y'f, fQ2p&& I) l/&UJ7WAL RLNL&/# G L2) LS) t t Is It OBLIQATION FOR UPCOMINQ YEAR: IF THE PARCEL IS ISSUED A BUlLOlNO PERMIT BETWEEN MARCH ?NO AND JUNE 50TH. AN OBLlOATlON FOR THE UPCOMINO YEAR IS CREATED AND WILL BE LEVIED IN THE FOLLOWING FISCAL YEAR. 1 Is SUM Of (MI ABOVE. THE SPECIAL TAX LlEh ON THIS PROPERTV TANDINO OBLIOAIIONS HAVE BEEN PAlD IN FULL. IF THERE IS A OBLlOATlON FOR THE WHEN CHOSINQ WILL BE LEVIED IN THE UPCOMlNO FISCAL YEAR. AFTER PAVMENI OF WHICH THE LIEN I ONLY THE CURRENT YEAR'S OBLlQATlON OUTSTANDINO. 810- I~~O-SOSP M of (M) ABOVE TIMES isms THE AMO FIVE (20) YEARO. IP THERE IS AN OBLIOAT LIOATION OF UNDEVELOPED LAND TAX. TU DISTRIBUTION: A COPY OF: FINALCALCULATION SHEET, BUILDINO PERMIT AND SIONED CERTIFICATE A COPY OF' FINAL CALCULATION SHEET. BUlLDlNO PERMIT. AND SIQNED CERTIFICATE A COPY OF. FINAL CALCULATION SHEET. AND SIONED CERTIFICATE ALL ORIMINALS BUlLDlNO PERMIT FILE CFD NO. 1 INCOMINQ BOX FINANCE (HELOA) PROPERTY OWNER FEBRUARY 70. 1.04 VAUD UNnL 01:52 TURPIT RRCHITECTS INC. + 619 449 7886 N0.476 DO6 03/25/97 MR-25-97 ' K 09: 18 ClTY OF CARLSBAD CORM DE FAX NO. 4380894 P. a5 CERTIFICATE OF COMPLIANCE CITY OF CARLSBAO COMMUNITY OFVELOPMENT Plan Check No. 77- f.Y 2075 CAS PALMAS DR., CARUBAD, CA 92009 (6191 436-1 161 This form shall be used t0 determine the amount of school fees for a project and to verify chat the project applicant h$p complied with the school fee requirements. No building permits for the projects shall be issued unt$ the certification is signed by the appropriate school district and returned to the City of Carlsbad 66;iIding Departmenr. SCHOOL CJ157RICT: Carl?bad Unified 801 pine Avenue Carlwad CA 92009 (434-06611 - Etrcirhtas Union 101 fiouth Rancho Santa Fe Rd. Enciiilas CA 92024 (9444300) San Marcos Unified 1290 West San Marcos Blvd. San Marcos CA 92024 (74447766) - - San Uieguito Union High School 710 Encinitas Boulevard Encinitas LA 92024 (753.6491) Project ~p&,icant: PD & Cd!d S 9, L fd APN:U7 -120- ZY*cP Project Addipess: Iqoo As&- &e RESIDENTI&'L: SQ. FT. of living area number of dwelling units SQ. FT. of covered area SQ. FT. of garage area COMMERC~UIN DUS WI 60-L Prepared by. Date 3/L4/%5 FEE CERTIFICATION (lo be completed by the School District) Appkant has complied with fee rwuiremtnt under Governmnnr Code 53080 - Project is subject to an existing fee agreement - Project is exempt from Government Code 53060 -:, Final Map approval and construction slarted before September 1, 1986 (other school fees paid) -, Other -- Residential %e Levied: $ based on sq ft 8 Date I I 1Al'MC.I RESEARCH AND TESTING, IN( . ACCCYI a'> Y ROC i:c7 ! APPLiCANT t= -- - ___ *- . .--- ---I-- ~__ - _. -_ - - - -~ ~ IAPMO RESEARCH AND TESTING, INC. Urrch tP96 rrLz NO Pmrfmation Corporation Vold Attar! xprah 1991 , !, HOOCL NO 50050 SOVP9 60065 SOC39 60320 50301 321 8 o.ru 50012 50166 $0610 50024 50'905 IAPMO RESEARCH AND TESTING, INC, CeRTlFICATE OF LISTING P.9. 2 7 IPS x SDR 11 NOJI 50330 IPS k 1/2" CTS a x wr*' IPS " IPS x 314- " IPS n 1" iPb S U 1-1/4" :PS IN0 COUPLING ASSEMBLY rtcs Wkb, 50200 so200 cwc( $0012 50166 50610 55021 50705 H!JDCL NO, 500 9 V 90065 80320 so301 $oosa mc3q lAPMO RESEARCH AND TESTING, INC, CERTIFICATE OF LISTING Pagc 3 srze MODEL N3 112" C?S x ,1193 .,, $0231 314" rl)I a $OR 11 5P930 1- CTS x ,099 wall SO228 li li rn .I I '0 DIVERSIFIED PROPERTIES 17'0 GlILESPlE WAY * SWTE 101 . E! CAJON CALIFORNIA 92020 (FAXI 445 7886 i619j 449 7681 ---- April 13, 1997 J6-4 hild iiy 1)qart trieut C.ITY Ot. CAKI .SBAD 2075 I as Palrims Dr. !'arl,.tiad, CA 92009 Re: 1900 Aston Avenue, Carlsbad, Californis Carlsbad Research Center - Lot 59 'lo Whom it may concern: 1 ani hereby Writing thio letter to request your permission in allowing our ctmt:x;.ti.r. Corncistone Construction, the right to start their pour ofthe concrete sleh at 4:00 a C~I. or1 Tuesday, April 14th The purpose of this early start will be to give the contractor the ahiliry to complete this pour in oue working day. Please do not hesitate to call should you have aiiv questious or if you require additional infornation. I Robert Tschantz Jan-10-97 05:27P Diversified Properties 619 449 7886 - Affenflon: Cmyreny Name Fer Number: Rayenatte Abbey City of Carlsbad 438-0894 P.01 Fmm: linie Sent Dale: Robert Tschantz 4:45 p.m. 1-10-97 FACSIMILE COVER SHEET DIVERSIFIED PROPERTIES 1770 Qlllespie Way Sulle 101 El Cajon. Celifornla 92020 Phone 619-449-7881 Fax 61 9-449-7886 E-Mail DivProp@AOL.COM Total peges, irrcluding cover sheel: Sent via U.S. Poslal sewice: a NO 3 COMMENTS: IF YOU 010 NOT RECEIVE ALL PAGES FAXED OR YOU ARE UNABLE TO REA0 1lWS TRANSMISSION. PLEASE CONIACT DlVEASlFlEO PROPERTIES AS SOON AS POSSIBLE. CONFIQENIlAb !_N@RMATION THE MATERIALS ENCLOSE0 WIT1 I TlllS FACS1MII.E ARE PRIVArE AND CONFIDENTIAL AND ARE THE PROPERIY OF 1HE SENUER. IF YOU RECEIVED 1 HIS FACSIMILE IN ERROR. PLEASE NOTIFY US BY TELEPHONE Jan-10-97 05:27P Diversified Properties 619 449 7886 - DIVERSIFIED PROPERTIES 1770 GlLLESPlE WAY * SUITE 101 EL CAJON CALlFOMNlA 92020 (FAX) 449-788R (619) 449-7881 Raymatte Abbey CITY OF CARLSBAD 2075 ha Palnus Dr. Cubbad, CA 92009 Re: Itryenatte: Permit # 960868; I896 Rutherfbrd Road, Carlsbad California At the request of nly job superintendent, Jack Williams. 1 am Writing you to communicate our understanding of the electrical ohnnge for the above referenced building. Ihe configuration of tile 2,OW nmp service which was designed for the building prior to signing a lease with our tenant was not configured adequately to meet their needs, therefore the diel1 plnns were changed From the 2,000 amp service to the single 200 amp Onvice, lhis was done so that we would be able to achieve our final on the buildmg &ell prior to OUT tenants mstallation of their electrical equipment. It would be ow desire that you credit the rehd associated with this change towards the tenant improvement pennit to be issued for I& Phnrmaccuticals nt the above reference building. Please feel t?ee to contnct me should you have any additional questions. .. .. . .. 3- 0 0- 5 h 4 L, . p g2 .J t I T- a