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HomeMy WebLinkAbout2501 EL CAMINO REAL; SHELL; CB132181; PermitPrint Date: 09/07/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2501 El Camino Real BLDG-Commercial 1563020800 $0.00 WESTFIELD CARLSBAD City of Carlsbad 1635 Faraday Av Carlsbad~ CA 92008 Commercial Permit www.carlsbadca.gov Work Class: Tenant Improvement Lot#: Reference #: DEV09029 Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Description: Tl -COMM WESTFIELD: SHELL PLANS FOR NEW COMPLEX Total Fees: Total Payments To-Date: Status: Applied: Issued: Finaled: Inspector: Balance Due: Please take NOTICE that approv!'II of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other-required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this 'pr<:>ject. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. ~f.iN. fUA-M1'M. ~tbA>rtM No4~ ~ ~ -' Permit No: CB132181 Closed -Expired 09/11/2013 03/14/2014 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0PLANNING 0ENGINEERING 0BUILDING 0FIRE 0HEALTH 0HAZMAT/APCD ,,~ «1~ Building Permit Application 1635 Faraday Ave,, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. CB ( 3-'2l 8- Est. Value ~ CITY OF CARLSBAD Plan Ck. Deposit SWPPP JOB ADDRESS 2501 El Camino Real SUITE#/SPACE#/UNIT41 302 08 CT/PROJECT# LOT# PHASE# # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP 3 Mere DESCRIPTION OF WORK: Include Square Feet of Affected Area(s). This permit is for the shell only,. EXISTINµ USE PROPOSED USE GARAGE (SF) PATI0S(SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS \l_a~~nt ·Merca_ntile Lifestyle_ N/A NlA ·N/A . YESO. No[Z] YEs[Z]NoD YES[Z]NoD APPLICANT NAME (Primary Contact) H f . Pl . & E' . .. . APPLICANT NAME (Secondary Contact) o man . annmg ._ . ng1neermg _ . Westfield (Mike Sheller) ADDRESS ADDRESS . 31:56 Lionshead: Avenue, Suite 1 2049 Century Patk East 41st Floor CITY STATE ZIP CITY STATE ZIP Carl_sbad CA LosApael~s CA 80067 PHONE FAX PHONE FAX _ 7ijQ-69.2-:4100 .760-692~410.5 . EMAIL EMAIL (?hofman@hofmanplanning.com mshellet@westfield.com PROPERTY OWNER NAME See atta_ched. -+e l,p deterrhifled: ADDRESS CITY STATE ZIP PHONE , FAX PHONE EMAIL EMAIL ARCH/ pESIGNE_R NAME & ADDRESS STAT.E LIC. # (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structur , nor to its is uan , also requires the applicant for such permit to file a signed statement ttiat he 1s licensed pursuant to the provisions of the Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). . "\ .. ; ' ) . ,_,,. Workers' Qompensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: i::JJJi-ve and will ·maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. IJ1i have and will maintain wort<ers' com sation, as required bY Section 3700 of the Labor Code, for the perform~n ?f the .work for which his permit is issued. My workers' compensatio ·ns -ance carrier and policy number are: Insurance Co. /... 7, · · -. Policy No. · , . It/ '4 . Expiration Date _·"f-+-_l_,__I_,_· ____ _ OAGENT DATE I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D D D I, as owner of the property-or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the-building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractors License Law). I am exempt under Section ____ ,Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address /.phone/ contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ type of work): Ji$ PROPERTY OWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required-to submit,? business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the 1-resley-TannerHazardous Substance Account Act? ; . Yes -No Is the applicant or future building occupant required to obtain a permit from the air pollution control qi§trict or air qu_ality management district? Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? . Yes , _,No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name . I;\ l'\<i!':'.l'fl'1.,-:i ,:'t'/'W, .~Ail'~~~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall 8l(J)ire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ,,.@'.S'APPLICANT'SSIGNATURE _ 4.~ DATE Jt ~ (( .,.... LO _3 • " . STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE . Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CONTACT NAME r-· · yve~tfield (Mike Sheller) ADDRESS .. _· ··· _ ___ _ }049' Century _Park ·East, 41st Floor __ CITY-•·•• · • ·---• .. · · ·····STATE ..... -~.?s ~n_g~I~~ CA PHONE · ! '31 C).;575_5909 FAX,· 1,_ > -••A~ EMAIL, ' ~sh~l~er@us:~estfield.com DELIVERY OPTIONS '...'. PICK UP: ' CONTACT (Listed above) OCCUPANT (Listed above) : CONTRACTOR (On Pg. 1) ;MAIL TO: ( , CONTACT (Listed above) OCCUPANT (Listed above) . CONTRACTOR (On Pg. 1) _;zlP 90067 ~ .]MAIL/ FAX TO OTHER:_, ______________ _ ,€S" APPLICANT'S SIGNATURE: CO#: (Office Use Only) OCCUPANTNAME ,-···-' BUILDING ADDRESS · · -- CITY STATE Carlsbad CA OCCUPANT'S BUS. LIC. No. · . ASSOCIATED CB#--:~~~~-~--~~~~~~ NO CHANGE IN USE/ NO CONSTRUCTION , CHANGE OF USE/ NO CONSTRUCTION DATE ZIP September 23, 4016 · CMF PCR LLC C/O WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPTWFLD CARLSBAD, CA 92013 RE: BUILDING PERMIT EXPIRATION PERMITTYPE: TENANT IMPROVl;ME"11T COMMERCIAL HOFMAN PLANNING STE 1 3156 LIONSHEAD AVE CARLSBAD CA 92010-4703 {'city of Carlsbad Permit Number:(GBT32lff1::::J Issue Date: March 14, 2014 ADDRESS(2501-Ec:::c~n~::-o:a.1;~L PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time oh November 30, 2016 The provisions of CBC; Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of one hundred eighty calendar days, or if the building or work authorized by such permit exceeds three calendar years from the issuance date of the permit Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within one hundred eighty calendar days of the date of permit issuance .. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each one hundred eighty day period upon the initial commencement of work authorized by such perrnit Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee ·shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Rachel Cross Senior Office Specialist Community & Economic Development Building Division j 1635 Faraday Averi_ue Carlsbad, CA 92008-73141760-602-2700 I 760-602-8560fl www.carlsbadca.gov . . October 26, 2015 CMF PCR LL C C/0 WESTFIELQ PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: TENANT IMPROVEMENT COMMERCIAL Ccityof Carlsbad Permit Number{CBT32"':1}f0 Issue Date: March 14, 2014 HOFMAN PLANNING/SHAY EVEN STE 1 3156 LIONSHEAD AVE CARLSBAD CA 92010-4703 ADDRESS: ~-s·ol:E.C..:C.~M.J.N...0-RE."A"O PLi:ASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on December 31, 2015 The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of one hundred eighty calendar days, or if the building or work.authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within one hundred eighty calendar days of the dat~ of permit issuance. Work shall' be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each one hundred eighty day period upon the initial GO_mmencement of work authorized by such permit. Before such work can be recommenced, a new permit shall' be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Maria Emery Senior Office Specialist Community & Economic Development Building Division I 1635 Faraday Avenue Carlsbad, CA 92008-7314 I 760-602-2700 j 760-602-8560 f I www.carlsbadca.gov Ccityof Carlsbad July 29, 2015 Permit Number: CBJ:.32-1;8j1 CMF PCR ~LC C/O WESiFIELD PROPERTY TAX DEPT PO BOX 130940 DEPT WFLD CARLSBAD, CA 92013 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: TENANT IMPROVEMENT COMMERCIAL Issue Date: March 14, 2014 HOFMAN PLANNING/SHAY EVEN STE 1 3156 LIONSHEAD AVE CARLSBAD Cf:. 92010-4703 AD DRESS: 81iGEC-CAli1ffNO"'.'.RE1'~ PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation ·of time on September 1, 2015 The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under tl)e provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of one hundred eighty calendar days, or if the building or work authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obt?ined a required inspection approval of work authorized by the permit by the Building Official within one hundred eighty calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a requireq inspection approval of work by the Building Official within each one hundred eighty day period upon the initial commencement of work authorized by such permit. · Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half tl)e amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans-and specifications for such work, and provided further that such suspen~ion or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons .. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602~2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Maria Emery Senior Office Specialist. Community & Economic Development Building Division j 1635 Faraday Avenue Carlsbad CA 92008-7314 I 760-602-2700 j 760-602-8560 f I www.carlsbadca.gov April 8, 2015 CMF PCR LL C C/O WESTFIELD PROPERTY TAX DEPT PO BOX 130940 DEPTWFLD CARLSBAD, CA 92013 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: TENANT IMPROVEMENT COMMERCIAL Permit Number: CB132181 Issue Date: March 14, 2014 HOFMAN PLANNING/SHAY EVEN STE 1 315.6 LION$HEAD AVE CARLSBAD CA 92010-4703 ADDRE$S·: 2501 EL CAMINO REAL PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on May 31, 2015 ·:T.l:i.~'.j?.f;~Yi$i~H$ QfG;:_sQ..-J·etll~_q. 1,05·,~:,as~i:i'littemil~cfk:q)d!li~;;¢aril$oa_a :Mur:ii·cipal Dooe-$tgte: "EXPIR.A'frON." ~1-1:~%R~EQJ:ltJ§.§!J.~-~,mtt~·~J3.!4,ll€1Jr,,i,1;:0fflcia·J,u·na'et::,. ---.-_, .. _ . ms-~ftf.tis,co.o.e shall e,xpire·by limitation ;iM _become null '_?~-~?1;,9;l~; lf'-tRT.@ ,p\:lJ!tj_\n~;-Q,r--w.p,rk-iWtlif~·tilted"::bts't:Jcft •>:re,, ·, .. .., 'l:tdf, c~mm,eMc.e.d within qne fo,mdred eigh_ty. calendar days :tfr@iin :tl~'~,1~?.J~:9f:l§W.9lli/W.~tt:qlt; -~r iftf:1'.e''b1:f!loitlg,.0r.-,wofR::aht!:Ii:i:r-l·ze·d .by stiitn _permit Is st0ppe'd at an.y time -after the work is ¢;. :::·· · ¢.,-~ rp.rr·~-p:er;l~p,:\15,f·~l;J.e' h.tJJ\'t~-r.e:cl, ~1~ 1:iW'-0al~M)eff:~f"@~Y$, or iNl'i~ ~Jrlloih.Q or wpr-k ·a~thorized by sPcl'l pe.Fm'it ~.~9~~:.-~J~.t~~·;¢,.$l~.0~~r-:·Y~~-r:it-ft~tp>:th~e .[$1:/.li'rfce· :a~te t' ,. _,.,,, p.er11rri~. W.o.rk small .be presumeq tq have commenc.ea if the P.e~9jf(~~~[!l;(· ~1~llll§~;,~,,r:.~q!iiJ)i~g:J;:rf.ls~~c.tte>'rlfa~p,t.'0v.~I __ f,ffaWtli: ¥:tfie per-mit byth$ Buil,dirr~ Offio!~I wirnin o_r,r~ M'.l\il:)ef;l.f-§_ 'M.t'¼-~e:l~.0q~r;ma.y.~Hii.f:t~·eH1lateP.©.f;p,:~r.a:\"it ·i~ b.e ~resurmed to be stop~~-~-if the p~rmittee h~~::M: ,~, · · .. -~_'jti rr~~.l!l,W~~1Jr:1.§p.~;~~rtl:!·p;p~QMaLof-Wtfrk,~ ... 1, ~i~I Witl:l'im each one hundr.eq' E;Jig_Mty mw p~f.!~~i. lh~;l.ifflmiji:;~_9JJ;llil).~r,t.¢'@1Jll'e..rit~fw.@r:R'.aJJ.tb'.0.f.ize.cf:!!).~t;,:s-{l~b\ ~ . ,B:ef.ofte1!si;iqn·w~:fff:q:a,f.!, M r:~§0,ITll:Tl:~n~:~:iil\: ·~ .t,)_~w.,1~~rrr:n.iu~~a11,.~·e:<Slataih~d to dQ_:~&c . 'iid)_q_~'.(~ltherefbre, shall be one h'alf ~tr.fe arff:lb1li'~fr.$g'FJ,l(~cl:JQf:g!·,f.re,~ ~~~rsr;plJ,fp_r,;:~~¢b--wgl:~:r.;~'.Jtd!Jf?-t.Q»lf.d'.e.d~tmat 00 -ch"·'· ·-· · ,.... ..~~:g; made or ~ill be mage in tl;i:e 0'.r,i~·1na:1 ·~·l~ri'sr:9t.i{f·~l;}'~§!fi$~tl~.n .. ~. for ~~c~;,-w~r:~~ ,~ntfi:'~r;.~&.ld~c!;iftilitherthat '"': .,.,, ,_Jq;~,pr abandonment-h·as not '.ekce:e.ded!:Gne.'.}l.~?r; J:ti-~r.a~dQ.Je.m~w;:~,qfi.~fil 9r,\,ii\lJ,1,gr:lf.ii'.f.-attet'J_'.e~p'fration, th·e;\P.'Etf-'.:· ,~lr:~$1-Y a riew permit f~~. Any per:mittee holding an unexpired p-errnit may apply-for.an ext~nsion C:if time Within which work mat cq.mmence under that perm ft when the permittee is unable ti;> commenc.e work with'in the time l:)erioa required by tliis. section for good arid sati$fa·Gtory reasons. Please check b.eJow indicating your intentio.ns and retum this letter tt? us, Project abandonec;I. A new p$rmit will be obtc;1ineo· pr;f<;>r·to· com)11encir:ig work. _ :. X _, No fe.e extension reql)ested for 1;80 aays. (must attacM a fett~r of explanation) Renewal permit requ·este·d. If th!a project has been completed and only a final inspection .is needed, please call the inspection r~quest line at 760- €3.02:.2725. If YlDU have any questions, pleese conta.ct the Building lnsp~ction Division at 760-602:.2'.~~~r~-( '. ~--. .:: 1 \ .' ,'_,:_ J. '\ t 1 ~!,_..-.~~ \ . .l \, .. ~,, \ ·.f ., • ;~ ..• , .... Maria emery Senior Office Specialist APR 1 3 2015 Community & Economic Devel·opment - Buildfng Division j 1635 Faracjay Avenue Carlsbad, CA 920O8·731.4 j 76O•6O2-27OO I 760·6O2·856O f I www.carlsbadca.gov CCityof Carlsbad April 8, 2015 Permit Number: CB132181 CMF PCR LL C C/O WESTFIELD PROPERTY TAX DEPT PO BOX '130940 DEPT WFLD CARLSBAD, CA 92013 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: TENANT IMPROVEMENT COMMERCIAL Issue Date: March 14, 2014 HOFMAN PLANNING/SHAY EVEN STE 1 3156 LIONSHEAD AVE CARLSBAD CA 92010-4703 ADDRESS: 2'5lfl...EL-CAMIN_0:.RE.A:L PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on May 31, 2015 The provisions of CBC, Section 105.5 as amended by the Carlsbad Municipal Code state: "EXPIRATION." Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within one hundred eighty calendar days from the date of such permit, or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of one hundred eighty calendar days, or if the building or work authorized by such permit exceeds three calendar years from the issuance date of the permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within one hundreq eighty calendar days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each one hundred eighty day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any permittee holding an unexpired permit may apply for an extension of time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (must attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at 760- 602-2725. If you have any questions, please contact the Building Inspection Division at 760-602-2700. Maria Emery Senior Office Specialist Community & Economic Development Building Division I 1635 Faraday Avenue Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov Inspection History: 09/05/2014: 11-BLDG-Ftg/Foundation/Piers Not Ready For lnsp Completed By MC AFTER STOP; 05/29/2014: 12-BLDG-Steef/Bond Beam Partial Approval Completed By PY; · 03/20/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PD; 04/01/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 04/02/2014: 14-BLDG-Frame/Steel/B<;>lting/Welding Partial Approval Completed By PY; 04/07/2014: 14-BLDG-Frame/Steel/Bolting/Welding Parti.al Approval Completed By PY; 04/09/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 04/23/2014: 14-BLDG-Frame/Steef/Bolting/Welding Partial Approval Completed By PY; 04/24/2014: 14-BLDG-Frame/Steel/Bolting/Welding Approval Completed By PD ; 04/25/2014: 14-BLDG-Frame/Steef/Bolting/Welding Approval Completed By PD; 05/06/20.14: 14-BLDG-Frame/Steef/Bolting/Welding Partial Approval Completed By PY; 05/14/2014:·14-.BLDG-Frame/Steef/Bolting/Welding Partial Approval Completed By PY; 05/16/2014: 14-BLDG-Frame/Steef/Bolting/Welding Not Ready For lnsp Completed By PB; 05/21/2014: 14-BLDG-Frame/Steef/Bolting/Welding Partial Approval Completed By PY; 06/18/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 08/05/2014: 14-BLDG-Frame/Steef/Bolting/Welding Approval Completed By PD ; 09/17/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 09/17 /20i4: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 09/26/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 09/30/2014: 14-'BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 10/06/2014: :J.4-BLDG~Frame/Steel/Bolting/Welding Partial Approval Com~leted By PY; 10/08/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 10/09/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 10/10/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; l0/10/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 10/14/2014;: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 10/16/2014: i4-BLDG-Fram·e/Steel/Bolting/Welqing Partial Approval Completed By PY; 10/21/2014: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; I 10/22/2014: 14-BLDG-Frame/Steel/Bolting/Welding No Stop Completed By PY; 10/22/2014: 14-BLDG-Frame/Steel/Bolting/Welding Approval Completed By PY; 10/27/2014: 14~BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 04/22/2014: 16:.BLDG-insulation Partial Approval Completed By PY; 04/24/2014: 16-BLDG-lnsulation Approval Completed By PD; 04/21/2014: 17-BLDG-lnterior Lath/Drywall Partial Approval Completed By PY; 04/23/2014: 17-BLDG-lnterior Lath/Drywall Partial Approval Completed By PY; 04/24/2014: 17-BLDG-lnterior Lath/Drywall Approval Completed By PD; 04/25/2014: 17-BLDG-lnterior Lath/Drywall Approval Completed By PD; 04/28/2014: 17-BLDG-lnterior Lath/Drywall Partial Approval,Completed By PY; 05/06/2014: 17-BLDG-lnterior Lath/Drywall Partial Approval Completed By PY; 05/28/2014: 17-BLDG-lnterior Lath/Drywall Partial Approval Completed By PY; 10/07/2014: 17-BLDG-lnterior Lath/Drywall'Partial Approval Completed By PY; 10/08/2014: 17-BLDG-lnterior Lath/Drywall Partial Approval Completed By PY; 10/30/2014: 17-BLDG-lnterior Lath/Drywall Partial Approval Completed By PY; 05/28/2014: 18~BLDG-Exterior Lath/Drywall Partial Approval Completed By PY; 06/03/2014: 18-BLDG-Exterior Lath/Drywall Partial Approval Completed By PY; 06/12/2014: 18-BLDG-Exterior Lath/Drywall Approval Completed By PY; 06/30/2014: 18-BLDG-Exterior Lath/Drywall Approval Completed By PY; 04/14/2014: 21-BLDG-Underground/un·der Floor Partial Approval Completed By PY area drain outdoor fitnessand overhead waste line at east side; . 06/05/2014: 21-BLDG-Underground/Under Floor Partial Approval Completed By PY; 08/20/2014: 21-BLDG-Underground/Under Floor Approval Completed By PY; 08/27/2014: 21~BLDG~Underground/Under Floor Partial Approval Completed By PY; 09/24/2014: 21-BLDG-Undergrol)nd/Under Floor Approval Completed By PY; 05/08/2014: 23-BLDG-Gas/Test/Repairs Partial Approval Completed By PY; 05/09/2014:-23-BLDG-Gas/Test/Repairs Par;tial Approval Completed By PY; 05/22/2014: 23-BLDG-Gas/Test/Repairs Partial Approval Completed By PY; ( 06/09/2014: 23-BLDG-Gas/Test/Repairs Partial Approval Completed By PY; 06/11/2014: 23-BLDG-Gas/Test/Repairs Partial Approval Completed By PY; 06/16/2014: 23-BLDG-Gas/Test/Repairs Partial Approval Completed By PY; 06/17/2014: 23-BLDG-Gas/test/Repairs Not Ready For lnsp Completed By PY; 06/19/2014: 23~BLDG-Gas/Test/Repairs Not Ready For lnsp Completed By PY; 06/23/2014: 23-BLDG-Gas/Test/Repairs Approval Completed By PD; 09/02/2014: 23-BLDG-Gas/Test/Repairs Partial Approval Completed By PY; 09/04/2014: 23-BLDG-Gas/Test/Repairs Not Ready For lnsp Completed By PY; 09/08/2014: 23-BLDG-Gas/Test/Repairs Pc!rtial Approval Completed By PY; 09/09/2014: 23-BLDG-Gas/Test/Repairs Not Ready For lnsp Completed By PY; 09/10/2014: 23-BLDG-G_as/Test/Repairs Approval Completed By PY; 0~/27/2014: 24-BLOG-Rough/Topout Partial Approval Completed By PY; 05/01/2014: 24-BLDG-Rough/Topout Partial Approval Completed By PY roof drain at north side; 05/06/2014: 24-BLDG~Rough/Topout Partial Approval Completed By PY; 05/08/2014: 24-BLDG-Rough/Topout Partial Approval Completed By PY; 06/q2/2014: 24-BLDG-Rough/Topout Partial Approval Completed By PY; 06/05/2014: 24-BLDG-Rough/Topout Partial Approval Completed By PY; -06/13/2014: 24-BLDG-Rough/Topout Not Ready For lnsp Completed By PB; 07/09/2014: 24-BLDG-Rough/Topout Partial Approval Completed By PY; 08/25/2014: 24-BLDG-Rough/Topout Partial Approval Completed By PY; 08/28/2014: 24-BLDG-Rough/Topout Partial Approval Completed By PY; ·08/22/20:1.4: 32-BLDG.:const. Service/Agricultural Partial Approval Completed By MC GEAR OK, NEED CORRECT ADDRESS; 03/27/2014: 34-BLDG-Rough Electric Partial Approval Comp'leted By PY; 03/27/2014: 34-BLDG-Rough Electric Partial-Approval Completed By PY; 04/16/2014: 34-BLDG-Rough Electric Wrong Code Entered Completed By PY; 05/13/2014: 34-BLDG-Rough Electric Partial Approval Completed By PY; 07/03/2014: 34-BLDG-'Rough Electric Approval Completed By PD; 07/28/2014: 34-BLDG-Rough Electric Not Ready For lnsp Completed By PY; ' \ 08/05/2014: 34--BLDG-.Rough Electric Approval Completed By PD; 10/22/2014: 34-BLDG-Rough Electric Approval Completed By PY; 07/15/2014: 39-BLDG-Final Electrical Not Ready For lnsp Completed By PY; 11/20/2014: 39-BLDG-Final Electrical Not Ready For lnsp Completed By PY; Ofl-/15/2014: 44-BLDG-Rough/Ducts/Dampers Partial Approval Completed By PY; 05/06/2014: 44-BLDG-Rough/Ducts/Dampers Partial Approval Completed By PY; · 11/21/2014: 49-BLDG-Final Mechanical· Not Ready For lnsp Completed By PY; 11/21/2014: 49-BLDG-Final Mechanical Not Ready For lnsp C9mpleted By PY; 11/25/2014: 89-BLDG-Final Combo Not Ready For lnsp Completed By PY; 11/26/2014: 89-BLDG-Final Combo Not Ready For lnsp Completed By PY; 12/02/2014: 89-BLDG-Final Combo Approval Completed By PY.; 12/02/2014: 89-BLDG-Final Combo Partial Approval Completed By PY; 12/03/2014: 89-BLDG~Final Combo Not Ready For lnsp Completed By PY; 10/17/2014: 92-BLDG-Compliance Investigation Partial Approval Completed By MC August 1, 2016 l TO: Grant Clavier, Construction Inspector Jason Goff, Associate Planner Van Lynch, Principal Planner Rachel Cross, Senior Office Specialist Maria Emery, Senior Office Specialist Will Foss, Building Division Eric Munoz, Hofman Planning and Engineering, e-mail: emunoz@hofmanplanning.com FROM: Michael Elliott, Landscape Architect Consultant to the City of Carlsbad (760) 944-8463 MELA file: 383 -W!:stfield Carlsbad -FWT -Insp4 REFERENCE: 4th Landscape Review PROJECT: Westfield Carlsbad Project Number: SDP 09-04 DrawingNumber: 479-5L 2501 El Camino Real-CB132181 The applicant requested a .site meeting to clarify the comments below. The fallowing items were noted as deficient and in need of correction: REPEAT COMMENTS 2501 El Camino Real 1. Provide irrigation and planting maintenance schedules as outlined below (A and Bon pages 2 and 3). 3rd Review: Schedules were received; however all requirements have not been met. Address comments per e-mail dated 12/29/15.1 2. It is noted that recycled signage has not been installed. Install signage prior to connections being made to recycled water. 3. Sheet LPT-1.02-It appears that 3 trees were relocated in the parking islands across from the drop-off area to avoid utilities (1 st and 2nd landscape island to the east of the east-to- west parking row). It appears that these trees may now be located in public utility easements. Relocate trees outside of any public utility easements. 3rd Review: The applicant has responded: "Located in field: not in easement." Plans show easements in · these areas. Please provide documentation that the easements have been moved or relocate the trees as indicated above. 4th Review: It appears that possibly 2 of these trees may not be able to be located in these planters due to conflicts with utilities and easements. If there is no area for these trees to be located in the planter, they may be used to complete comment #4 below. 4. Sheet LPT-1.02 -Install the planter with 3 Olive trees to the west of the drop off area (left side of sheet)~ 3rd Review: The applicant ha$ responded: "Not installing. 3 existing mature trees would have to be removed just west of this location." Plans show new trees and a new planter with new shrubs. Install per plan or obtain approval from the Planning Division/or a change. • Westfield Carlsbad Final Landscape Review August 1, 2016 Page2 5. Sheet LPT-1.03 -Install all missing pots with plants at the southeast corner of the building. 3rd Review: The applicant has responded: "Design superseded by encroachment agreement for patio. City reviewed and approved patio designs as installed. " There is currently no patio at the southeast corner. Install missing pots with plants per approved plans. 6. Completed. 7~ Sheet LPT-1.03 -Install pots with plants along the south side of the building. The pots may need to be relocated as appropriate to avoid restaurant tables and chairs and roll-up doors. 3rd Review: The applicant has responded: "Design superseded by encroachment agreement for patio. City reviewed and approved patio designs as installed. " Patios have room for the approved pots with plants. Provide documentation that the city approved removal/deletion of these pots or provide pots per approved plans. A new plan that shows no pots is not adequate. City approved plans will specifically need to indicate that the pots were to be deleted; otherwi-se the patio will need ro include the pots with . plants. 8. Sheet LPT-1.03 -Install missing Olive trees in the parking island (l5t parking island to the west of the easterly handicap parking stalls). 4th Review: It was noted that one additional Olive tree is missing in the planter island to the west of this parking island. Replace all 3 missing Olive trees. 9. Completed. 10. Sheet LPT-1.03 & LPT-1.03 -Install missing pl~ters along with missing Pine tree adjacent to the loading area on the left side of the sheet and at the west side of the drop- off area. 3rd Review: The applicant has responded: "lnstalled 5 large potted bamboo for better screening of dock prior to a phase 2." The screening is insufficient. This entire area was approved with a planter with a continuous row screen and other shrubs and the missing Pine. Please provide landscaping as approved to provide better screening. The current pots with shrubs are insufficient. 4th Review: This item will be deferred to phase 2work 11. Completed. 12, Sheet LPT-1.04-Install missing Olive tree on the tight hand side of the sheet. This tree is shown in phase 1. 4th Review: This item will be deferred to phase 2 work. 13. Sheet LPT-1.05 -An existing tree shown to rem~in is missing on the northeast side of the vehicular entry. Replace this tree. 3rd Review: The applicant has responded: "Existing tree removed due to ADA ramp installation. Any new tree will encroach on ADA ramp. " There appears to be ample room/or a tree adjacent t9 the ramp. Replace the tree. 14-16 Completed. 1 17. Sheets LPT-l.07 & LPT-1.08-It is noted that the Pines installed along El Camino Real are not the specified Pinus canariensis and appear to be Pinus eldarica. Please provide specified trees. Jrd Review: The applicant has responded: "We received approval from the City of Carlsbad on May 17th /or the Pinus Eldarica switch along ECR. Email attached~ note we added the requested trees that are noted as shown on the plans. " The e--mail was not received. Provide documentation of city approval. 18. Sheet LPT-1.08 -Install missing Olive tree in the end-of-row parking landscape area (directly west of the northerly east-to-west row of Olive trees that cross the parking area field). Westfi,eld Carlsbad Final Landscape Review August 1, 2016 Page 3 19. Sheet LPT-1.09-One Pine tree was relocated from the south side of the El Camino Real mall entry signage and appears to now be located in a public utility easement. Relocate the tree outside of the easement. 3rd Review: The applicant has responded: "Utility locations were field verified at time of installation and adjustment made to stay out of easement. " Plans show easements in these areas. Please provide documentation that the easement has been moved or relocate the trees as indicated above. 20. Completed. 21. Completed. 22. Sheet LPT-1,06, LPS-1.06 -Install missing parking island finger planter and landscaping in the parking row along Marron Road (left side of sheet). 3rd Review: The applicant has responded: "Leftover from base CAD. Never intended to have a finger island. " Approved plans show the finger island. Provide documentation of city approval for removal of this island or install per approw;d plans. 23. Sheet LPS-1.09 -Install missing landscaping in the planter islands in the entry driveway at the east end of the entry drive median intersection with El Camino Real (south side of median) and at the west end, north side of the median where the entry drive splits to go north. 24. Completed. IA. Sheet LPT-1.09 -Replace missing 48" box Pine tree to the east of the loading area. It appears that this tree was recently removed. 2A. Sheet LPS-1.03 -Replace missing Festuca shrubs at the east.side of the building (to south ofloading area). Prior to occupancy the landscape architect of work shall provide an irrigation schedule and landscape and irrigation maintenance schedule as required by the city water ordinance as follows: A. An irrigation watering schedule shall be prepared by the professional of record for all landscape projects subject to the Water Efficient Landscape Ordinance. The schedule shall be submitted to the City prior to granting a permit of occupancy and shall include the following information: · 1. A description of the automatic irrigation system that will .be used for the project. 2. The ETo data relied on to develop the irrigation schedule, including the source of the data. 3. The time period when overhead irrigation will be scheduled and confirm that overhead irrigation shall be run only between 10:00 p.m. and 6:00 a.m. 4. The parameters used for setting the irrigation system controller for watering times for: a) The plant establishment period b) Established landscaping c) Temporarily irrigated areas d) Different seasons during the year 5. The consideration used for each station for the following factors: a) The days between irrigation b) Station run time in minutes for each irrigation event, designed to avoid runoff Westfield Carlsbad Final Landscape_ Review August 1, 2016 Page4 c) Number of cycle starts required for each irrigation event, designed to avoid runoff d) Amount of water to be applied on a monthly basis e) The root depth setting f) The plant type setting g) the soil type h) The slope factor i) The shade factor B. A maintenance schedule for the landscaping and irrigation system shall be prepared for all landscape projects subject to the Water Efficient Landscape Ordinance. The schedule shall be submitted to the City prior to granting a permit of occupancy and shall include provisions for the following: 1. General Landscape and Irrigation Maintenance. The schedule shall identify the entity that will be responsible for maintenance and shall provide for all of the general landscape and irrigation maintenance requirements. 2. Water Efficient Landscape Maintenance. In addition to the general maintenance requirements, the maintenance schedule for landscape projects that are subject to the Water Efficient Landscape Ordinance shall include provisions to: a) Maintain and operate the landscaping and irrigation system on the property consistent with the MAW A. · b) Mainta~n the irrigation system to meet or exceed an irrigation efficiency necessary to meet MAW A. c). Replace broken or malfunctioning irrigation system components with components of the same materials and specifications, their equivalent or better. d) Ensure that when vegetation is replaced, replacement plantings are' representative of the hydrozone in which the plants were removed and are typical of the water use requirements of the plants removed, so that the replaced vegetation does not result in mixing high water use plants with low water use plants in the same hydrozone. The contractor is to call Mike Elliott at (760) 944-8463 for a follow-up review when the above items are completed. Prior to security release the landscape architect of work shall review/inspect the project and provide a certification letter for release of securities, and an irrigation schedule and landscape and irrigation maintenance schedule as required by the city water ordinance. C. The security release letter shall certify that he or· she has inspected the work and that the project complies with the following conditions: _ 1. Has been maintained in substantial conformance to the approved plans. 2. Is growing in a healthy and thriving condition. 3. All plantings required under Section IV.E of the Landscape Manual have been established as an effective surface erosion control. 4. There is no evidence of excessive run off from the irrigation system causing a soil erosion problem. .. • Westfield Carlsbad Final Landscape Review August 1, 2016 Page 5 5. As-built landscape plans :for the bonded work shall be submitted to and approved by the City. I q~\ ' ' 1 h, 3 &\ ~\ nl ~t;;%1t~¼1tt¾~~~1tb-H1. i 9 w{ ·- DATE: MARCH 6, 2014 JURISDICTION: CARLSBAD PLAN CHECK NO.: 13-2181 EsGil. Corpora_tion In IJ?artnersliip witli (Jovernment for <Bui{ain9 Safety SET: IV Cl APPLICANT D JURIS. 1.:1· PLAN Cl FILE PROJECT ADDRESS: 2501 EL CAMINO REAL PROJECT NAME: REGAL-12 & 24-,-HR. FITNESS (3 STORY MALL ADD & REMODEL) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ,.Q The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person, D The applicant's copy of the check list has been sent to: Michael Sheller 2049 Century Park East 41 st floor, Century City, CA 90067 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicantthat the plan check has been completed. Person contacted: Mike Telephone#_: 310-575-5909 Date contacted: (by: ) Email: msheller@westfield.com Fax #: Mail Telephone Fax In Person ·~ REMARKS: City to verify that the site improvements & accessibility will be under a separate permit. *[The foundation package was issued under CB13-1839 -The steel package was under CB 13- t997. THIS IS THE SHELL ONLY PACKAGE]. By: ALI SADRE, S.E. EsGil Corporation D GA D EJ D PC Comments: Leve/#1 (Anchor Store Type 11-B with independent exiting from the mall); Levels #2 & 3, Type 111-B (Tenant to the mall) to match existing mall construction. log in & out 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 •· [DO NOT PAY --THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. PLAN CHECK NO.: 13-2181 DATE: MARCH 6, 2014 BUILDING ADDRESS: 2501 EL CAMINO REAL BUILDING OCCUPANCY: M/ A2/B TYPE OF CONSTRUCTION: 11-B/SPR. BUILDING AREA Valuation Reg. VALUE ($) PORTION ( Sq. Ft.) Multiplier Mod. SHELL ONLY .. PACKAGE Air Conditioning Fire Sprinklers TOTAL VALUE 8,876,611 Jurisdiction Code cs By Ordinance Bldg. Permit Fee by Ordini:lnce $21,255.52 j Pli:ln Check Fee by Ordinance $13,816.09! "fype of Review: 0 Complete Review [] Structural Only 0 Repetiti'le Fee L ..,I Repeats D Other 0 Hourly EsGil Fee $11,903.091 Comments: To be determined@ re-check. Sheet 1 of 1 EsGil Corporation In a>artnersliip witli fio'Vernment for (}Jui(tfing Safety DATE: NOV. 16, 2013 JURISDICTION: CARLSBAD PLAN CHECK NO.: 13-2181 PROJECT ADDRESS: 2501 EL CAMINO REAL SET: II PROJECT NAME: REGAL-12 &. 24-HR. FITNESS (3 STORY MALL ADD & REMODEL) D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. · [8J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE .SEE BELOW D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [g) The applicant's copy of the check list has been sent to: -- Michael Sheller 2049 Century Park East 41 st floor, Century City, CA 90067 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [g) EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mike Telephone#: 310-575-5909 Date contacted.: 1, I 1s (by: ~ ) Email: msheller@westfield.com Fax #: vl Mail / Telephone Fax In Person [g) REMARKS: Please see attached for remaining items from previous list. *[The foundation package was issued under CB13-1839-The steel package was under CB 13- 1997. THIS IS THE SHELL ONLY PACKAGE). By: ALI SADRE, S.E. Enclosures: EsGil Corporation 0 GA [8:1 EJ O PC 11/05 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 • Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: · 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 r=araday Ave., Carlsbad; CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Departmer:it 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. • To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • PLANS 1. A reminder that all sheet of revised plans and the first sheet of the revised calculations are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 2. On Detail 1/A9.1, -specify M2 (instead of M1) for the 2-hour rated stair shaft on gridline 11.9. • ACCESSIBILITY 3. City to verify that the site improvements & accessibility will be under a separate permit. • MISCELLANEOlJS 4. Please see attached for P/M/E items. 5. To speed up the review process, note on this list where each correction has been addressed. The jurisdiction has contracted with EsGil Corp. located at 9320 Chesapeake Drive, #208, S.D., CA 92123; Tel: 858/560-1468, to perform the plan review for your project. If you have any questions regarding these items, please contact ALI SADRE, S.E. at EsGil Corp. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen · New .comments are in Italics PLUMBING (2010 CALIFORNIA .PLUMBING CODE) 1. Include the civil site utility plans for co-ordination check with building systems. Civil site. utility plans have yet to be received. 2. Detail the install~tion of the "RR" on sheet P-3.04. If used for condensate, clarify so as not to be impacted by rainwater. Provide an installation detail of the RR itself showing elevation, dams, etc. to keep rainwater from the drain itself. 3. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures inst~lled on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) Include the required labeling for all cleanouts installed onto a building drain requiring a backwater valve. CPC 710.1 I see the manhole layout on sheet P- 3.01, just waiting for civil verification. (Sheet P-4.01, appears to conflict (please . review)) MECHANICAL (2010 CALIFORNIA MECHANICAL CODE) 4. Is emergency eye wash required for the cooling towers per CMG 1130. 0? 5. It appears that the shafts (1-5) are going to be installed with the shell permit. Are the ducts going to be installed interior of the shafts at the shell or Tl phase? Items of concern: Shaft sizing, duct sizing, boiler flue material type, and the type I hood exhaust duct separation (shown installed adjacent to make up air in shaft: Nqrmally will require a rated separation/For example: Detail 1, sheet M-3.06), and damper installations (types and locations). Please address any of the forgoing with plan details as necessary. It is unclear if the grease ducts are installed under this permit? The Notes say "For Reference Only" yet other notes specify sizing and duct wrap? • If the ducts installed interior of the shafts are under this permit: Clarify the wording and provide installation detailing of the rated wrap. 6. Include the cooling tower installation instructions detailing the unit to unit separation and minimum distance from a vertical surface required. Couldn't find the requested information. 7. Sheet M3.05, the boiler room has a roof installed overhead. I'm not sure of the applicability of the "outdoor vent cap". Revise the Note on sheet M-3.05 as well. 8.. In the Fire Protection Report it dismisses the impact or existence of the existing mall smoke control system. The anchor level may impact the existing smoke control system depending upon the openings of the retail tenants into the existing mall itself. Please address how the existing mall smoke control may require modification due to these additional areas. What is not answered in the response and I can't get a clue from the drawings: If the two tenant spaces on the ground level are open to the mall and/or the theater lobby (future) is open to the mall, will it (the additional area previously part of the anchor but now included with the mall) affect, stay the same, or require further controls/air balancing to meet the original mall smoke control design? ELECTRICAL (2010 CALIFORNIA ELECTRICAL CODE) 9. The equipment grounding conductor from the pull sections to the services are undersized. 10. The 4,000 ampere service layout (single line .and elevation) is 180 degrees from the floorplan layout? 11. Gas piping is not permitted to be installed in the utility service.room (utility requirement) Please review with the utility planner. 12: Lighting designs for stairways and corridors is incomplete: For example: Nothing at level 1 however level 2 has lighting details but is missing detailing several stairways? I see photometrics but no electrical circuiting design? ENERGY (CALIFORNIA BUILDING ENERGY STANDARDS) 13. A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. Miscellaneous sheets on M-0.04, . and M-0.05 is all I have. Didn't get the energy packet, only the forms imprinted on the plans. (Those forms are described thereon "Not For Permit Use"?) -Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAt> PREPARED BY: ALI SADRE, S.E. PLAN CHECK NO.: 13-2181 DATE: NOV. 16,2013 BUiLDING ADDRESS: 2501 EL CAMINO REAL BUILDING OCCUPANCY: M/ A2/B BUILDING PORTION SHELL ONLY . PACKAGE Air Conditioning . Fire Sprinklers TOTAL VALUE Jurisdiction Code .CB Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D D Repetitive Fee L .,I Repeats AREA Valuation ( Sq .. Ft.) Multiplier By Ordinance Complete Review D Other 0 Hourly EsGil Fee Comments: To be determined@ re-check. TYPE OF CONSTRUCTION: 11-B/SPR. Reg. VALUE ($) Mod. ' 8,876,611 D Structural Only ------1 Hrs. @ • Sheet 1 of 1 macvalue.doc + • 'i,_ } DATE: SEPT.26,2013 JURISDICTION: CARLSBAD PLAN CHECK NO.: 13-2181 EsGil Corporation In <Partners nip wit/i, .government for <:Bui{aing Safety SET: I PROJECT ADDRESS: 2501 EL CAMINO REAL D APPLICANT D JURIS . . D PLAN REVIEWER D FILE PROJECT NAME: REGAL-12 & 24-HR. FITNESS (3 STORY BUILDING ADD & REMODEL} .D The plans transmitted h~rewith have been correcte9 where necessary and substantially comply with the jurisdiction's codes. ·o The plans transmitted herewith will substantially comply with the jurisdiction's codes when min.or deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is .for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Michael Sheller 2049 Century Park East 41 st floor, Century City, CA 90067 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Mike Telephone#: 310-575-5909 Date contacted: (by: ) Email: msheller@westfield.com Fax #: Mail Telephone Fax In Person ~ REMARKS: The foundation package was issued under CB13-1839-The steel package was under CB 13-1997. THIS IS THE SHELL ONLY PACKAGE. By: ALI SADRE, S.E. Enclosures: EsGil Corporation 0 GA [gJ EJ O PC 9/11 93'.?0 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 GENERAL Pl-AN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK NO.: 13-2181 . PROJECT ADDRESS: 2501 EL CAMINO REAL OCCUPANCY= B/M/A1/A2/A3; CONSTRUCTION= 11-B; STORIES= 3; HEIGHT= 64'; • AREA ACTUAL = NOT SPECIFIED; ALLOWABLE = UNLIMITED (MALL . . PROVISIONS) CBC, Section 402; EXISTING MALL CONSTRUCTION TYPE= 111-B , ' DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/11 REVIEWED BY: ALI SADRE, S.E. FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: SEPT.26,2013 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on-regulations .enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed heed clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. • Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, $an Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. • To facilitate recheckin,a, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. • PLANS 1. A reminder that all sheet of revised plans and the first sheet of the revised calculations are required to be signed by the licensed architect or engineer .responsible for the plan preparation. California State Law. 2. Include the following code information for proposed add./remodel on Sht. LS-1: + Occupancy Classification(s): 'B(Office)/M(Retail)/A1(Theater)/A2(Restaurant)/A3(Gym)- Add to Sheet LS-1 . + For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" . option was chosen from Sections 508.3/508.4. + Description of Use: As per above + Type of Construction: 11-8/111-B -Justify mixing types of construction vertically + Sprinklers: Yes-Ok as noted + Stories: Three -Ok as noted + Height: 64' -~ote on plans + Floor Area: 1st Level= ... ; 2nd Level= .... ; 3rd Level = ..... -Add to plans as required + Occupant Load: 5,522 -Add as a lump sum on LS-1 + Justify the actual versus allowable areas per Section 402 (as applicable) + Justify the actual versus .allowable height & stories per Table 503 (as applicable) 3. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). Specify on plans if this will be addressed @T.I. phase. 4. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred submittal items shall be. submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." Provide a complete note on SheetLS-1. The list of deferred items is fine as noted. • SITE PLAN 5. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 6. Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. 7. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. 8. Show the number or required & provided HC parking spaces & van accessible ones on plans due to this addition & remodel. Section 107.2. 9. Provide a .fully dimensioned site plan drawn to scale. Sec. 107.2. Include the following: A key-plan can t:Je shown for the overall Mall.: a) Clearly dimension ·building setbacks from property lines, street centerlines, and from all adjacent buildings and structures on the site plan. b) Existing and proposed buildings antl structures. c) Property lines/easements. d) Streets/alleys. e) North arrow. • BUILDING HEIGHT/STORIES 10. The 20' additional height would be permitted beyond that shown in Table 503 if the building is sprinklered throughout and the sprinkler system is not otherwise required by footnote 'd' in Table 601. Section 504.2. a) Note: In CA, the IBC provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for Group A occupancies. Sec. 504.2. • TYPE OF CONSTRUCTION 11. Please observe that Sec. 402.7.3 can not be applied to separate various types of construction between the Anchor Store (1 st Level) & Mall (2nd & 3rd Levels) as proposed on Sheet LS-1. 12. The plans shall demonstrate compliance with the unique requirements for each Type of Construction. See Sections 601, 602 and 603. a) In California, Table 601 was modified for Group A occupancies, by modifying Footnote 'b' so as to require fire protection for the structural frame. • FIRE-RESISTIVE CONSTRUCTION 13. Provide details on plans for the fire-resistive construction. Include roof/ceiling, floor/ceiling assemblies, wall, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). Please see the remainder of this section for details. 14. Detail how fire-resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 713.3.2. 15. Detail on the plans how fire-resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 716. 16. Fire dampers shall be installed per Section 716.5 at all duct and air transfer openin·gs of: Please provide specific references on plans for each case as applicable to the shell package: a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. b) Fire partitions at fire-rated corridors. c) Shaft enclosures. d) Fire barriers. 17. Smoke dampers shall be installed per Section 716.5 at all duct and air transfer openings of: ·a) Fire-rated corridors. b) Shaft enclosures. c) In California, Section 711.7 was modified for Group A occupancies, to state that duct openings in smoke partitions (corridors) shall also be provided with a smoke damper complying with Section 716.3.2. d) In California, Section 716.5.2 was modified for Group A occupancies, to state that duct . openings in fire barriers shall also be provided with smoke dampers. 18. If smoke dampers are required, the plans shall show the locations of the smoke detectors listed in the options of Section 716.3.3.2 of the IBC. 19. Provide a note on plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in IBC Section 713." 20. Clearly identify location and hourly fire-resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 708. a) In California, Section 708.14.1 was modified for Group A occupancies, to require elevator lobbies where an elevator sha~ connects more than TWO stories (as opposed to three stories listed in the IBC). 21. An elevator machinery room is required to be separated from the remainder of the building by fire barriers (707) and horizontal assemblies (712) that are not less than the required rating of the hoistway. Please detail how these ratings will be maintained for the mechanical openings shown. Note: This comment does not apply to buildings 4 stories or less above grade plane and the machinery room does not abut the elevator hoistway. CBC 3006.4. 22. Members of the structural frame (other than columns) supporting more than one floor and roof must be individually encasement fire protected. (Section 704.3) Detail the required protection on the plans. 23. Where columns require a fire-resistance rating, the entire column, including its connections to beams or girders, shall be protected. Where the column extends . through a ceiling, fire resistance of the column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704.2. 24. Please identify all the exit passageways on floor plans, as required for means of egress fr.om tenant spaces with their hourly rating & one-hour rated exit doors equipped with self-or automatic closing by smoke detection. Section 402.4.5.1. 25. The previous item applies to the "exit corridors", for example, from ground floor to the outside. • FIRE BARRIERS 26. A one-hour fire barrier separation is required between the A occupancy and the B/M/S occupancies. Table 508.4 (see exceptions). 27. A fire barrier is not required for an accessory use not occupying more than 10% of the area of any floor of a building, nor more than the tabular values for either height or area for such use (without height/area increases). Section 508.2.1. 28. Doors and fire shutters in fire barriers shall comply with the following table. Table 715.4. FIRE BARRIER RATING hours MINIMUM OPENING PROTECTION ASSEMBLY hours 1 ¾ \ 29. Openings in a fire barrier wall shall be limited to a maximum aggregate width of 25% of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet. Exception: the 156 square foot limitation shall not apply where the adjoining fire areas are sprinklered. Section 707.6. 30. Supporting construction below fire barrier walls shall be protected to afford the same fire-resistance rating of the fire barrier. Section 707.5. 31. Structural members supporting a horizontal fire barrier must have the same fire-resistive rating as the separation. Section 712 .4. 32. Incidental use areas may need to be separated from the main occupancy. See Table 508.2.5 below. a) Even if sprinklers are used to eliminate the need for 1-hour wall construction, Section 508.2.5.2 still requires the partitions to extend to the underside of the floor/roof above and for any doors in the partitions to be self-closing. ROOM OR AREA SEPARATION AND/OR PROTECTION Stora el Elect. rooms over 100 s ft Please see above .33. Steel electrical outlet boxes at fire barrier walls shall not exceed sixteen square inches, shall not exceed 100 sq in per 100 sq ft of wall, and shall be separated by a horizontal distance of 24" when on opposite sides of a wall. Section 713.3.2. • EXITS 34. Please show location of the future exit doors from restaurant tenants #3 & 4. 35. Each door in a means of egress from an occupancy of Group A having an occupant load of 50 or more shall not be provided with a latch or lock unless it is panic hardware. Sec. 1008.1.10. This item applies to the future tenants #3 & 4 and the next two items. 36. All doors within the exit path to a public way from ah occupancy of Group A having an occupant load of 50 or more shall not be provided with latches or locks unless they are equipped with panic hardware. Sections 1008.1.10 and 1002. 37. When additional doors are provided for egress purposes, they also shall conform to the requirements of Sect. 1008 (width, swing, har,clware, etc.). Section 1008.1. 38. Group A occupancies that have an occupant load of greater than 300 shall be provided with a main exit, of sufficient width to accommodate not less than ½ of the occupant load. Section 1028.2. Show how this is satisfied for the fitness club. • STAIRWAYS 39. Stairways should be enclosed as specified in Sec. 1022: See next item as well: a) Two-hour fire-resistive ,barrier walls are required in buildings four or more levels in height, and one-hour elsewhere. Show the required rating of all stairs on plans. b) Two-hour fire-resistive if the penetrated floor has a 2-hr. rating (regardless of# of stories). c) Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures and 1 ½-hour fire assemblies for 2-hour stair enclosures. Section 715. Revise the plans to show the .rating of all stair doors correctly door schedule. d) Penetrations into or through an exit enclosure are prohibited, except for equipment and ducts necessary for independent pressurization, sprinkler piping, standpipes and electrical conduit serving the enclosure. Section 1022.4. e) Exit enclosures should include an exit passageway on the ground floor extending to the exterior. Section 1022.1. Only exit doors are permitted to open into the exit passageway. Section 1023.5. Additionally, a fire-rated door is required between the exit enclosure and the exit passageway (having a 1-hour fire-rating). Sec. 1022.2.1. See Stair#3 on 1/A2.2. f) An approved barrier is required at the ground floor to prevent people from accidentally continuing to lower levels. Section 1022.7. See 3/A9.3 & 2/A9.5. 40. All interior exit stairways shall be enclosed. Sec. 1022.1. Exceptions: a) Interior egress stairways serving only the 1st & 2nd stories of a building equipped throughout with an automatic sprinkler system in accordance with Sec. 903.3.1.1 are not required to be enclosed, provided at least two means of egress are provided from both floors served bythe unenclosed stairways. Such interconnected stories shall not be open to other stories. Sec. 1016.1, Exe. 4. Show the required' rating of all stairs on plans & their protected openings. • CORRIDORS 41. Corridors shall have fire partition walls of one-hour construction when required by Table 1018.1. Show the locations of the rated corridors on plans or clearly show compliance with an applicable exception from Section 1018.1. 42. Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Doors shall be maintained self-closing ·or be automatic closing by action of a smoke detector per Section 715.4.8. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 715. Please label all rated doors on plans. If the rating is superseded by those from an exit passageway, etc .. the higher rating needs to be reflected on the door schedule. 43. Duct penetrations ,(or air transfer openings) .Qf fire-rated corridor construction shall have fire and smoke dampers per Sections 716. 44. Provide a complete architectural .section of the corridor, showing all fire-resistive materials and details of construction for the fire partition walls and roof/ceilings and an penetrations. Section 107.2. See Section 709.4. 45. When two exits are required, dead end corridors are limited to 20'. Section 1018.4. Exception: In Group M, the length of the dead-end shall not exceed 50' if the building is equipped throughout with an automatic sprinkler system. Please dimension this on A2. 1. • ELEVATORS 46. In buildings having an elevator in California, Group A, an enclosed elevator lobby shall be provided at each floor (where the elevator connects more than 2 stories) shall be ,provided. Note: The exception to eliminate the lobby due to fire sprinklers does not apply to these occupancies. Section 708.14.1. • ROOFS 47. A Class A roof covering is required. Table 1505.1. City Policy. 48. Specify minimum ¼" per foot roof/deck slope for drainage. Section 1507.10.1. • GLASS AND GLAZING 49. Specify on a window schedule the glass type and thickness as per Section 2404. 50. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: a) Fixed or operable panels adjacent to a door where the nearest exposed glazing edge is within 24" of doors in a closed position & where the bottom exposed glazing ·edge is less than 60" above the walking surface. b) Individual fixed or operable panels, other than those locations described above, that meet all of the .following conditions: i) Exposed area of an individual pane is greater than 9 sq feet, and: ii) Exposed bottom edge is less than 18" above the floor, and: iii) Exposed top edge is greater than 36" above the floor, and: iv) One or more walking surfaces ate within 36" horizontally of the plane of the glazing. • FIRE EXTINGUISHING 51. Specify on plaris that portable fire extinguishers will be installed in the building in accordance with Section 906. 52. If standpipes are required, note on plans: In buildings required to have standpipes, not less than one standpipe shall be provided for use during construction. Standpipes shall b~ reviewed & approved prior to installation." CFC 1413.1. 53. Provide standpipes per Section 905: a) Class 111 standpipes shall be installed where the floor level of the highest story is located more than 30' above the lowest level of fire department vehicle access (or where a floor level is more than 30' below the highest level of fire department vehicle access). Class I standpipes may be used instead, ·if the building is equipped throughout with an automatic sprinkler system. b) Class I standpipes shall be installed in nonsprinklered Group A buildings having an occupant load exceeding 1000 persons. c) ·Class I standpipes shall be installed in ~overed mall buildings. • MISCELLANEOUS 54. Where columns are required to be fire-resistance rated by any provisions of the code, the entire column shall be provided individual encasement protection on all sides for the full column length. Section 704.2. 55. Ducts penetrating nonfire-rated floors may require fire dampers if they connect more than two stories. Review Item 3 in IBC Section 716.6.3. ·56. Guards (Section 1013): a) Shall have a height of 42". This includes the open side of a stair. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.7. Show,connection details & references on plans. c) Openings between railings shall be less than 4". 57. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05, Sec. 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a ¾" clearance from the wall and shall re~t upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.2 must have horizontal restraint wires (typically restraint would consist of four 12 gauge wires splayed 90° to each other and sloped 45° to the horizontal, spaced 12" o.c.) . . f) Ceiling areas over 2500 ft.2 must have seismic separation joints or full height partitions. g) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations . . 58. Specify on the plans that the Emergency Responder Safety Features of Section 914 will be installed. 59. The plans show a proposed mall. Please provide a summary narrative on plans to explain how all applicable code provisions are satisfied (Sec. 402, 905.3.3, etc.). I.e., stand by power. emergency voice alarm comm .. system, OLF, etc. 60. Assembly occupancies must comply with Section 1028: Show how this is complied with for all "A" occupancies, current or future on plans: a) In CA, the following wording was added to the-end of Sec. 1028. 3: "At least ½ the means of egress required by this section shall be directly to an exit, or through a lobby, that is not used to access the main exit, to an exit, or to a (1 )hr. rated corridor to an exit." ·b) In CA, Sec. 1028.3.1 was added to state: '!Group A occupancies that have an occupant load of 100 or more & less than 300, shall have at least (1) of the required means of egress directly to an exit, or through a lobby, that is not used to access the main exit, to an exit, or to a (1)hr. corridor to an exit or continuous through a (1)hr. lobby to an exit." 61. Detail 5/A5. ~ 2, as referenced on A2'.1, near grid point L-2 is incorrect. 62. The 2-hour stair shafts are labeled With 1-hr. rated walls on floor plans. A2.1, etc. 63. Show the outline of the future tenant doors for Restaurant #3 & 4 on A2.2. 64. Detail 3/A9.1, as referenced on A2.3, for stair #1 is incorrect. 65.. Detail 6/A5.13, as referenced on A2.3, gridline 1, is incorrect. 66. Detail 7/A5.17, as referenced on 2/A5.1, by gridlines 1.5 & 5.5 is incorrect. 67. Please cross reference all partition types (according to their required rating) on floor plans, shafts, exit passageways, etc. as per details on A 10.6. A reminder that all the revisions on 1/16" scale plans should .be reflected correctly on blow- up plans. I.e., 1/8" scale plans, etc. 68. Please show details & references for the two-hour horizontal fire barrier between the anchor store & mall, as per CCI Report on plans. This is subject to the Fire Marshal & Building Official Approval. If Type 111-8 is no longer used, justify wood in basketball court. · • ACCESSIBILITY 69. Please note on plans that all site items including parking, ramps, stairs, path of travel are existing HC complying subject to field verification. Please us·e the attached list for the verification of all the site items. 70. Provide notes & details on plans to show compliance with the enclosed "Disabled Access" Review List for the interior items to be under the Shell Package. The items under the T.I. package may be noted as such next to each item on the response list (this list may be used as reference for T.I. package as well). • GREEN BUILDING STANDARDS • (for nonre$identi'al additl·on~ ~ni:ts tenant ,impr'overtlents) The California Building Standards Commission (SSC) has adopted the Green Building Standards Code which became effective January 1, 2011, revised on July 1, 2012 and must be enforced by the local building official. The Green Building Standards apply to nonresidential additions or tenant improvements throughout California. These standards apply to Nonresidential additions of 2,000 sq. ft. or larger or alterations (tenant improvements} with a value of $500,000 or more constructed after July 1, 2012. CGC 101.3 & Section 5.701.1 71. Note on the site plan that for addition projects of one acre or less the site shall be planned and developed to keep surface water away from buildings. A "SWPP" shall be provided and approved by the City Engineer, showing site grading and provide for storm water retention and drainage during construction. BMP's that are currently enforced by the city engineer must be implemented prior to initial inspection by the building department. CGC 5. 710.6 72. Note on plans that bicycle parking for projects shall comply with CGC Section 5. 710.6.2 for additions. The specific details must be submitted and approved by the Planning Department. 73. Note on plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5. 710.6.3 for additions. The specific details for the parking must be submitted and approved by City Planning Department. · 74. Submit to the Engineering Department or other City Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5. 713.8.1.1 75. Note on the plans that a building "Operations & Maintenance Schedule" (0 & M ) as listed in CGC Sec. 5. 713.10.4.5 shall be delivered to the building owner or representative & facilities operator. 76. Note on plans -that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.714.4.3. 77. Note on plans that testing and adjusting of new _systems as outlined in CGC Section 5. 713.10.4.2. 78. Note on plans that a min of 50% of nonhazardous construction waste is to be recycled. CGC 5.713.8.1. 79. Note on plans that VOC's must comply with the limitations listed in Section 5.504.4 and Tables 4.504.1, 5.504.4.1 5.504.4.2, 5.504.4.3 and 5.504.4.5 for: Adhesives, Sealants, Paints and Coatings, Carpet and Composition Wood Products. CGC 5.714.4.4. 80. For additions to existing buildings-in excess of 50,000 sq. ft., show on the site utility plan separate sub-meters per CGC Section 5. 712.3.1.1 for the following: (a) Each leased or owned space that consumes more ·than 100 gal/day (b) tenant spaces containing laundry, cleaners, restaurant, medical/dental office laboratory, beauty/barber shops. 81. Provide calculations prepared by a licensed engineer that will show water consumption reduction of 20% below the baseline water consumption for the addition as listed in 5.303.2.2. In lieu of providing the calculations, imprint on the plans Table 5.303.2.3, which lists fixtures that meet the 20% reduction. CGC 5.303.2 TABLE 5.303.2.3 ,FIXTURE FLOW RATES MAXIMUM FLOW RATE AT 20 % FIXTURE TYPE REDUCTION Showerheads 2 gpm@80 psi Lavatory faucets-nonresidential 0.4 gpm @ 60 psi Kitchen faucets 1.8 gpm @60 psi Wash fountains 1.8 [rim space (in.)/20 gpm @ 60 psi] .Metering faucets 0.2 gallons/cycle · Metering faucets for wash fountains .20 [dni space (in.)/20 gpm @ 60 psi] Water closets 1.28 gallons/flush 1 Urinals .5 gallons/flush 1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less: Single flush toilets-The effective flush volume shall not exceed 1.28 gallons. The effective flush volume is the average flush volume when tested in accordance with ASME A 112.19.233.2. Dual fh:1sh toilets-The effective flush volume shall not exceed 1.28 gallons. The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A 112.19.2 and ASME A 112.19.14. 82. Imprint on the plumbing plans Table 5.303.6 in the CGC. Note on the plans that waste water fixtures shall comply with the standards listed in CGC Table 5.303.6. & 5.712.3.5. 83. · Note on plans that prior to .final approval of the building the licensed contractor/ architect/ or engineer in responsible charge .of the overall construction must complete & sign the City approved Green Building Standards Certification form or other documentation required by the city and given to the building department official prior to building final approval to be filed with approved plans. 84. Note on the plans that where landscape irrigation is a part of the addition or tenant improvement, landscape irrigation water use shall have weather based controllers. CGC 5.712.4.3.1. 85. Note on plans whether this addition or tenant improvement is located within a CNEL of 65 near an airport or freeway. Where located within an airport or freeway CNEL of >65, the addition or tenant improvement exterior walls must have an STC rating of 45 and windows with an STC rating of 40. • STRUCTURAL 86. Please submit a copy of the structural calculations to EsGil for the shell package. This phase is treated independent of prior submitted packages. 87. Please dimension CMU wall gap to the floor above so they do not become lateral force resisting elements by default. This applies to details similar to 20/ST9, 11/ST6, etc .. 88. Please show an oversized hole on detail 11/ST6 for the wall anchorage angle to move freely. 89. On Sheet S1 .0, gridline #1, specify that detail 24/ST9 applies between gridlines H &J. 90. The plans shall indicate that special inspection will be provided for the following work. (Section 107.2): Please add the following to the list of Special Inspections: a) Sprayed fire-resistant materials. Special inspection for sprayed fire-resistant materials applied to structural elements and decks should be provided in accordance with Section 1704.12. SDC B -F 91. Collector design forces . Collector elements, splices and their connections to resisting e·lements should be designed to resist the prescribed forces. They must also have the design strength to resist the special load combinations of Section 12.4.3.2 (Section 12.10.2.1). This applies to the elements connected to the concrete walls used as lateral force resisting elements under review for this phase of the proiect. 92. On Section A/S6.5, note detail 24/ST10 is fypical, which applies to the steel beam and the free standing 14" .concrete wall on line K.9. · 93. Show that the diaphragm to structural wall anchorage as per previous item @ 26'o.c. ·is adequate as per Section 12.11.2. 94. Building Separation. The building ·should have a separation from adjacent structures of at least Bx as determined from ASCE 7-05, Equation 12.8-15. ASCE 7-05, Section 12.12.3. This applies to the addition/ remodel & adjacent mall. I.e., see detail 23/ST5, etc. CONCRETE 95. GENERAL REQUIREMENTS FOR INTERMEDIATE/SPECIAL SHEAR WALLS a) For structures in Seismic Design Category D, E or F, special structural walls or intermediate precast structural walls shall be used to resist earthquake motions. ASCE 7-05, Section 21.2.1.4. 96. CONCRETE SHEAR WALLS a) Shear strength of shear walls. The shear strength requirements for shear walls set forth in Section 21.7.4 should be met. (ACI 318-05, Section 21.7.4) b) Requirement for shear wall boundary elements. The need for special boundary elements at the edges of structural walls should be evaluated in accordance with ACI 318-05, Section 21.7.6.2 or21.7.6.3. The requirements of 21.7.6.4 and 21.7.6.5 also should be satisfied. (ACI 318-05, Section 21.7.6.1) • ADDITIONAL 97. Provide a contractor's written (lump sum) estimate for all the work under this permit. Please do not resubmit the plans without this item. 98. Please see attached for P/M/E & HC items. 99. 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. 100. 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 plans. Have changes been made to the plans not resulting from this correction list? Please indicate: CJ Yes CJ No 101. The jurisdiction has contracted with Es Gil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil Corporation. Thank you. PLUMBING, MECHANICAL, .ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen PLUMBING (2010 CALIFORNIA P°LUMBING CODE) 1. Sheet P-4.02 is missing from this subm'ittal. Please provide. 2. Include the civil site utility plans for co-ordination check with building systems. 3. Sheet P-3.02 column line "L" has the upper roof discharging onto the lower walkway roof with 6" drains ultimately terminating @ 3" drains? Please explain. 4. Include with the shell design the design basis for the "future" systems: Water supply and gas supply. Water pressure and maximum fixture units, gas pressure and maximum pipe loading. (The only hint of the gas pressure is the regulator schedule). 5. Install of gas regulators shown on sheet P-3:01, not on the gas riser. If part of this permit, be sure to show the shut-off immediately prior to the regulator. 6. Note 1, sheet P-3.01: 5" vent for the regulator? 1. Is Gl-4 really going to be installed in front of the entrance steps? 8. Recheck horizontal roof drain pipe sizing: Rainfall rate in Carlsbad is 3.3 inches/hour. 9. Detail the installation of the "RR" on sheet P-3.04. If used for condensate, clarify so as not to be impacted by rainwater. 10. Please show the upstream sewer manhole rim and finished floor elevations. Provide backwater valves for all fixtures installed on floor levels below the next upstream manhole rim elevation. (Only fixtures installed on floor levels below the next upstream manhole rim elevation may flow through a backwater valve.) Include the required lf;lbeling for all cleanouts installed onto a building drain requiring a backwaterval_ve. CPC 710.1 11. Show the required floor drains in the following locations, as per CPC. Section 411.2: (See bullet comment) •:• Toilet rooms containing 2 or more water closets or a combination of 1 water closet and 1 urinal, except in a dwelling unit. The floor shall slope toward the floor drains. •:• Commercial kitchens. • Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. CPC 411.4 MECHANICAL (2010 CALIFORNIA ,MECHANICAL CODE) 12. It appears that the shafts (1-5) are going to be installed with the shell permit. Are the ducts going to be installed interior of the shafts at the shell or Tl phase? Items of concern: Shaft sizing, duct sizing, boiler flue material type, and the type I hood exhaust duct separation (shown installed adjacent to make up air in shaft: Normally will require a rated separation/For example: Detail 1, sheet M-3.06), and damper installations (types and locations). Please address any of the forgoing with plan details as necessary. · 13. (Architecturally wise) WSHP 1.1 is installed in an exit corridor. Review the mechanical for access and damper requirements. 14. Include the condensing water piping material type on the mechanical schedule. Detail how this piping system will maintain the shaft fire-rating Where penetrating. ' 15. Include the cooling tower installation instructions detailing the unit to unit separation and minimum distance from a vertical surface required. 16. Sheet M3.05, the boiler room has a roof installed overhead. I'm not sure of the applicability of the "outdoor vent cap". 17. In the Fire Protection Report it dismisses the impact or existence of the existing mall smoke control system. The anchor level may impact the existing smoke control system depending upon the openings of the retail tenants into the existing mall itself. Please address how the existing mall smoke control may require modification due to these additional areas. ELECTRICAL_ (2010 CALIFORNIA ELECTRICAL CODE) 1-8. Submittal sheets listed on sheet index not provided: E-400, E-401, and E-702. Please ·include with the next submittal. 19. Look on sheet P3.01 at the electrical service room 1: Where is that shear wall? 20. On sheet A-2.1 the pool/spa improvement appears to disturb the slab area where Service is located yet the pool/spa is referenced to the Tl permit phase, not the shell. How is this going to work? Is the Service part of the shell and therefore installed before the pool/spa structural begins? 21. I believe electrical systems (alarm/telephone/fire) are installed interior of the electrical service rooms. Please check with the local utility planner if this will be permitted. 22. Not clear if this is part of the shell or Tl permit: HVAC systems: Sheet E-2.01 typical has mechanical equipment shown with conduits routed to the electrical room. (Tl Units for fitness are also shown on the mechanical sheets) 23. The single line for electric room number 2 is missing the pull section and wiring gutter between the utility transformer and the service equipment. Please add: Include the dimension sizing design for the wiring gutter. 24. Lighting designs for stairways and corridors is incomplete: For example: Nothing at level 1 however level 2 has lighting details .but is missing detailing several stairways? 25. Stairway at column line F1 will need additional egress lighting (CBC 1006.3). (I see sheet E-2.05, I don't see the egress fixtures. 26. There's an exit corridor adjacent to the truck ramp not addressed on the electrical lighting plans. 27. Single Line Diagrams: a) Lighting circuits hint at an emergency system, none shown on the single .line diagram. (Note: Routed through a LCP, separation from normal circuits required.). See CBC 402.14 and the Fire Protection Report. b) Service MMDS2 check conduit sizing for tenant U-01. c) Notes are missing from sheet. d) Provide service grounding details: Electrodes and conductor sizing. Be sure to show compliance with CEC .250.58 (bonding of electrodes if mu'ltiple services supply a single building.) e) Fc;iult current rating of both services. i) The Utility fault current available and the Ale' rating for all service overcurrent devices. ii) Specify whether the system design is fully-rated, series rated, or engineered (fault current levels shown throughout the system). ·f) Missing feeder sizing for the house panel systems. g) Pan3elboard mains required for.LP-1 & LP-2. h) Provide transformer electrode grounding details. 28. If that's an exit enclosure (sheet E-2.01, column line C1) remove the telephone conduit from therein. CBC 1022.4. ENERGY (CALIFORNIA BUILDING ENERGY STANDARDS) 29. A complete energy plan check will be preformed when completed and/or corrected energy design has been provided. Miscellaneous sheets on fv'!-0.04, and M-0.05 is all I have. 30. The lighting forms to address additional exterior lighting and shell lighting only. Please provide a new LTG design. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT -TITLE 24 The following disabled c3ccess items are taken from the 2010 edition of-California Building Code, Title 24. Per Section 1.9.1, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. Please reflect the following items on plans: • SITE PLAN REQUIREMENTS 1. Clearly-show that the site development and grading are designed to provide access to all entrances and exterior ground floor exiis, as well as access to normal paths of travel, per Section 11278.1. Where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, stairways and ·handrails, etc. 2. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities, per Section 11278.1. 3. The accessible route of travel shall be the most practical direct route between accessible building entrances, accessible site facilities, and the accessible entrance to the site. Section 11278.1. 4. Show, or note that at every primary public entrance, and at every major function area along, or leading to, an accessible route of travel, there is to be a sign displaying the international symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Sections 11178.5.7 and 11278.3. 5. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the building and the public way. per Section 11148.1.2. 6. Where more than one route of travel is provided, all routes shall be accessible. Section 11148.1.2. 7. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Section 11338.8.5. 8. Show that stairways occurring outside a building comply with Section 11338.4.4 as folloVvS: a) The upper approach and all treads shall be marked with a strip of contrasting color as folloVvS: i) ~2" in width. ii) Placed parallel to andS1" from the nose of the step or landing. iiO The strip is.required to be as slip resistant as the treads of the stairs. b) Treads shall be: i) Smooth, rounded or chamfered exposed edges. ii) Have no abrupt edges at the nosing projecting ::?:1½" past the face of the riser above. iii) Open risers are not permitted. • ACCESSIBLE PARKING 9. Each lot or parking structure where parking is provided for the public, as clients, guests or employees, shall provide accessible parking as required by Section 11298. 10. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 118-6 the minimum number of spaces is: a) 1 for each 25 spaces up to 100 total spaces. b) 1 additional space for each 50 spaces for between 101 and 200 total spaces. c) 1 additional space for each 100 spaces for between 201 and 500 total spaces. d) For between 501 and 1000 total spaces, a minimum of 2% of the total number of spaces i!:1 required. e) For greater than 1000 spaces, 20 plus 1 for each additional 100 spaces. 11. Show that the accessible parking spaces are located, per Section 11298.1 as follows: a) On the shortest-possible route to an accessible-entrance: when serving a particular building. b) On the shortes!'route· of travel to an accessible entrance of a parking facility. c) Spaces are to be dispersed and located closest to accessible entrances where buildings have multiple accessible entrances with adjacent parking. 12. Show that accessible parking spaces comply v.ith Section 1129B.3.1 as follows: ,a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area on the-passenger side ofthe vehicle. b) When more than one space is provided, in lieu of providing a 14' space for each space, two spaces can be provided within a 23' area with a 5' loading zone between each 9'0" wide space. c) 'Each space is to ·be a minimum of 18' in depth. 13. At-least one in every 8 accessible parking·spaces (but not less than one) shall be served by an access aisle 2:96" in width and designated as VAN ACCESSIBLE, per Section 1129B.3.2. 14. The words "NO PARKING" shall be painted on the ground within each loading and unloading access aisle (in white letters no less than 12" high and located so that it is visible to traffic enforcement officials). Section 1129B.3.3. 15. Ramps shall not encroach irito any accessible parking space ·or the adjacent access aisle. Section 1129B.3.3. 16. Show on the site plan that accessible parking space(s) are to be located such that a person with a disability is not compelled to wheel or walk behind parking spaces other than that person's own accessible parking space, per Section 1129B.3.3. 17. Show that a bumper or curb is to be provided, and located at each space, to-prevent encroachment of cars into the required width of walkways, per Section 1129B.3.3. 18. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is s 1:50-(2%), per Section 1129B.3.4. 19. Show, or note, that an additional sign shall also be posted in a conspicuous place at each entrance to off street parking facilities, or immediately adjacent to and visible from each stall-or space. The sign shall be 2:17" x 22" with lettering not S1" in height. Per Section 1129B.4 required wording is as follows. "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be tov.,ed away at owner's expense. Towed vehicles may be reclaimed at ______ or by telephoning ______ " 20. Show or note on the plans that the accessible parking spaces are to be identified by a reflectorized sign, permanently posted immediately adjacent to and visible from each space, consisting of: . a) A profile view of a wheelchair with occupant in white on dark blue background. b) The.sign shall 2:70 in,2 in area. c) When in the path of travel, they shall be posted 2:80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the V(c311 of the interior end of the parking space. e) Spaces complying with Section 1129B.4.2 shall have an additional sign 'Van-Accessible" mounted below the symbol of accessibility per Section 1129B.4. f) In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. • CURBRAMPS 21. Curb ramps shall be constructed where a pedestrian way crosses a curb or at each comer of a street intersection, per Section 11278.5.1. 22. Pians shall show that curb ramps are 2:48" wide with a slope of.S1:12 (8.33%), per Sections 1127B.5.2 and 1127B.5.3. The lov.,er end of each curb ramp shall have a½" lip beveled 45°, per Section 1127B.5.5. 23. Show that the landing at the top of the curb shall ·be level and 2:48" depth for the entire width of the curb ramp. Section 1127B.5.4. 24. The slope of the fanned or flared sides of curb ramps shall not exceed 1:10, per Section 1127B.5.3. 25. Show or note that the surface of all curb ramps and the flared sides are to be slip resistant, and contrasting from the adjacent sidewalk finish, per Section 1127B.5.5. 26. Provide details or note on the plans that all curb ramps have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately 3/4" o.c., per Section 1127B.5.6. 27. Show that detectable warnings, extending the full width and depth of the curb ramp, inside the grooved border, are to be installed for all curb ramps (regardless of slope), per Section 1127B.5.7. These consist of raised truncated domes with a diameter of 0.9" at the base, tapering to 0.45" at the top. Spacing shall be 2.35" o.c. Only approved DSA/AC detectable warning products and directional surfaces shall be·installed. 1.sr. @ @ @ (Q) @ ·@ @. ·@ @ @ @0@-0 @ @ @ @ @ @ ~.· © . ~ TAPERED • EOOE&WHERE EXPOS.ED ' THESE OI/IGl!N,IB,1LiiJsl'MlE·1l£ l;P!OOIFJC REClUIREI.IE!mi OF:l'liE!iE REOOLATKINSM«l·JIREMeiDEOONLY Ml,H'.I\IO FDRsut~f«iD.~GN~~CN. . . . 28. Locate curb ramps to prevent obstruction by blocked cars, per Section 11278.5.8. • WALKS AND SIDEWALKS 29. If any proposed walks slope >1 :20 (5%) ·they must comply with ramp requirements, per Section 11338.5.1. 30. Walks along an accessible route of travel are required to be ;,:48" minimum in width and have slip resistant surfaces, per Section 11338.7. 31. The maximum permitted cross slope shall·be ¼" per ft., per Section 11338.7.1.3. 32. Show or note that any abrupt level changes will,be:S½" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of:S1 :2. Level changes of S'/4" may be v~rtical. NOTE: If level changes>½", they must comply with the requirements of curb ramps. 33. Show that a 60" x 60" level area is provided at areas where a door (or gate) swings toward the walk in the accessible route of travel, per Section 11338.7.5. Show that the walk extends ;,:24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. 34. Show or note that ;,:80" headroom is to be provided from all walkway surfaces to obstructions, per Section 11338.8.2. ·• PEDESTRIAN RAMPS • (If none, state so & skip to the next item): 35. Show that a11y'path of travel with a slope ~1 :20 (5%) complies with pedestrian ramp requirements, per Section 1133B.5. 36. The allowable slope for an accessible ramp is s1 :12-(8.33%), per Section 1133B.5.3. Revise plans to show the /east possible slope is being-provided for all ramps, per Section 1133B.5.1. 37. The allowable cross slope at·pedestrian,ramps shall bes 1:50 perft(2%), per Section 1133B.5.3.1. 38. Show or note that ramp surfaces will be slip-resistant. ·39. iRamps shall have a minimum width of 48", per Section 1133B.5.2. Where a ramp serves as the only exit discharge path and serves an· oc9upant load of 300 or more, the minim.um clear width.shall be'60 inches. 40. Show required landings at the top and bottom of ramps, per Section 1133B.5.4. a) The bottom landing shall be ~72" in the direction of travel. ·b) The top landing shall be a ~60" x 60". 41. Show that the required intermediate landing is provided, per Section 1133B.5.4 as follows: a) ~60" long where the elevation change is~30". b) ~72" long at a change of direction. 42. $how the minimum required depth of landing where a door swings over the top landing. The minimum depth of the landing is required to be equal to the door width, plus 42",.per Section 1003.3.4.4. 43. Plans shall show that the strike edge distances at doors comply with the requirements of Section 1133B.5.4.4, as follows: a) ~24" at exterior ramps; ~18" at interior ramps. 44. Show handrails at each side of ramp(s) which are shown to be ~1 :20 (5%) in slope, per Section 1133B.5.5. A5. Show that handrails are ~1 ¼" but s1½" in any cross sectional dimension. Additionally, show that the handrails are placed a ~1 ½" from any wall, per Section :11338.5.5. 46. Show or note that handrails meet the,following requirements, per Section 1133B.5.5: a) Are continuous; Are to be located ~34" but s38" above .the ramp surface. b) -Extend ~12" beyond both the top and bottom of the ramp. Extensions of handrails shall be in the same direction of the ramp runs; Ends are to be returned. 47. Where the ramp surface is not bounded by a wall, the ramp-shall comply with one of the following requirements, per Section 1133B.5.6: a) A guide curb a minimumof.2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided, centered 3" ± ,1" above the surface of the ramp. (b)17J~P.NL ffANORA'.L. a, au;;.;;: 1HeSe lY,GJW/.S lLLUSTAA1Eil'lESPE<:IFIC:REQL'k"er.eITS Of 11:iESE REGULATICNS AND'AAE ;N!eiC1Sl'°CN!.V,S li.N AID FORBl.llt:C!NG,QES(GN AN:l OONS'!f~IOt-1. GUIDE RAIL '\:Elt1ERED fJ.:; ~· £t HIGH. 48. Note that·all wall surfaces, adjacent to handrails, will ·be free of sliarp or abrasive elements, per Section 1133B.5.5.1 (i.e., no stucco). • ENTRANCES AND CIRCULATION 49. Show that all entrances, and exterior ground level exits, are accessible, per Section 1133B, 1. • ELEVATORS 50. Specify on the-plans that a two-way communication system shall be provided at the elevator landings on each accessible floor. Section 1007.8. This applies whether or not the building has an automatic fire sprinkler system. 51. Show that a handrail is provided on one wall of the car, preferably the rear, per Section 1116B.11. The rails shall be smooth and the inside surface 2:1 ½" clear of the walls at a height of 32"±1" from the floor. 52. Show, or note, that call operation buttons are to be S42" above the floor, per Section 1116B.1.10. 53. Special access lifts may be provided as part-of an accessible route Q.®'. for the following conditions, per Section 1116B.2: a) To provide an accessible route to a performing area in an assembly occupancy. b) To comply with the wheelchair viewing position line-of-sight and dispersion requirements of Section 1104B.3.5. c) To provide access to incidental occupiable spaces and rooms which are not open to the general public and which house no more :than 5 ·persons, ,such ·as control rooms and projection booths. d) To provide access where existing site constraints or other constraints make use of a ramp or an elevator infeasible. e) For additions and alterations, lifts are not limited to the four conditions listed above. • SANITARY FACILITIES ·54. Show that passageways leading to sanitary facilities have required clear access widths, per Section 1115B.5. Show that all doorways have: a) 2:32" clear opening. b) A clear·area: i) ~60" in the direction of the door swing. ii) ~44" away from the direction of door swing. c) All strike edge clearance dimensions are required to be met (i.e. 18" strike edge distance). 55. Note that the doorways leading to sanitary facilities-shall be identified, per Section 1115B.6, as follONS: a) An equilateral triangle¼" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle ¼" thick, 12" in diameter at women's rest rooms. c) A 12" diameter circle with a triangle superimposed on the circle and within the 12" diameter at unisex rest rooms. d) The required symbols shall be centered on the door at a height of 60". e) Braille signage shall also be located on the wall adjacent to the latch outside of the doorways leading to the sanitary facilities, per Section 1117B.5.1. • MUL llPLE ACCOMMODATION SANITARY FACILITIES 56. Show that the accessible rest room is to be provided with a 60" minimum diameter clear space measured from the floor to a height of 27 inches. NOTE: Doors (other than the door,to the accessible toilet compartment) in any position may encroach into this space by not more than 12 inches, per Section 1115B.3.1. 57. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 1115B.3.1.2. 58. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 1115B.3.1.4: a) 2:28" clear space from a fixture (or 2:32" clear space from a wall) at one side. b) The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. c) The compartment shall be a minimum of 60" wide. d) Clear space in front of the water closet shall be: i) 2:48" if the compartment·has an end opening door. ii) 2:60" is required for side opening doors. e) Grab bars shall not project more than 3"·into the clear spaces indicated. FLUSH !ClNA'ltR ON Vv!DE SIOE.---:-'-·-.r 59".MIN.AT FLOOR-MOUNTED-W.C. WHEN DOOR SWING$ :IN 5~" MIN.AT WALL•MClUNTEbw.c. WHEN DOOR SWING$ IN . 54~ MIN. 60"MIN'. / ' // ---,,,.....· --,··.JG,~--, .13a~ x· 48" · -· CtEARSPACE J . . I L ..... :~~- _44• MIN ... ··_CLEAR r:---i=====;::~.-:.........,.. I I l l 1 s·o" x.6·o~ I LEVELAND-ClEAR l j ·~-.;;,,___--~- 59. If the water closet compartment has an end-opening door (facing the water closet), the door shall be located on a diagonal to the water closet, with a maximum stile width of 4 inches (see the figure below). Additionally, the door must be provided with a clearance of at least 18" at the strike side. CENl'ERLtNE or-.1-,xJURE . l /-'-···· FLUSH I . AC!IV/<,OR .. ~8: • .., , ON. WIDE · ,,SIDE , ) ;' ·;;:-· MIN rno'ro'eoci·-: 1 . · F'WATER-, !~ _ lcrnssr / _ ' ;,-.z oc ·, --~-i€ ~: -~ J·f .,..!.: · '4'MAX . . eo· Miff. t 2 : ' · · A,CCESSl.81.E WATE:R CLQSET COMPARTM!:NT ·. . WITHIN A,MUL.TIPLE'ACC~ATrcl!'l'TQitET.FAi:;ILIJ'Y- 60. Show or note, per Section 1115B.3.1.4 that the doors to the accessible water closet compartment will be equipped with a self closing device with: a) ,:32" clear opening width when located at the end of the compartment. b) ;,:34" clear opening width when located at the side of the compartment. 61. The door into the accessible water closet compartment shall be provided with a clearance of at least 18" at the strike side of the door, per Section 1115B.3.1.4.5. Additionally, such doors shall have a clear space of not less than 48" as measured at right angles to the door in its closed position. 62. When 6 or more water closets are provided within a multiple-accommodation toilet room, show the additional requirements given in Section 1115B.3.1.5. • SINGLEACCOMMODATION FACILITIES 63. Show a sufficient space in the toilet room for a wheelchair to ente(the room and close the door, per Section 1115B.3.2. The space is required to be: a) ,:60" diameter. b) AT-shaped space as shown in Figure 11B-12(a) and (b). c) Doors are not permitted to encroach into this space by more than 12 inches. 64. Show that the water closet is located in a space, per Section 11158.3.2.3, which provides: a) A minim1:1m siEle clearance of either: i) ii) >28" from a fillt1:1re. This clearance shall eirtenEI all the way to the rear wall. S~clion 111§8.4.1.1. This w.if! geRerot/y requiFe the t&itet roam ts be 7' wide (aloRg the rear wal~ by 6' 6" .½ the ether dfrectfoo. >32" ffom a wall on one siEle. This clearance shall mctenEI all the way to the rear wall. b) A clear space at the water closet in compliance with Section 11158.4.1, Item 2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). c) A clear space in front of the water closet measuring 60" wide by 48" in front. Section 11158.4.1.2. See the following figures: ·-_J . ~,1·~ ·:1$ .. --- FLU$H _ . ACTIVATOR ·,ON.WIDE .SIOE--- QENTERLINE OF FIX'.rURE. CENTERLINE OF FlXTUl"{E ~ ~11N.-I _··.,. 28"MIN._ t'T-) TOEDGE L_j OfVi'A'.fER -·-eLbSS " I ., \ \ . / \ \ I I y I, t8" MlN., 65. Doors shall not swing into the clear floor space required for any fixture but may swing into that portion of the maneuvering space which does not overlap the required clear floor space. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Section 111513.3.2.2. • RESTROOM FIXTURES AND ACCESSORIES 66. Show that accessible lavatories comply with the following, per Sections 1115B.4.3: a) :?:30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. b) When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18" to the center line of the .fixture to the wall; The counter top is S34" maximum above the floor. c) :?:29" high, reducing to 27" at a point located 8" back ,from the front edge. d) 2:9" high x 30" wide and 17" deep at the bottom; Hot water pipes and drain lines are insulated. 67. Show on plans that the accessible water closets meet the following requirements, per Section 111 SB.4.1: a) The seat is to be ~17" but s19" in height. b) The controls for flush valves shall be: i) Mounted on the side of the toilet area; Be S44" above the floor. ·68. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 1115B.4.2: a) The rim of at least one urinal shall: Project at least 14" from the wall; Be s17" above the floor. b) The control mechanism is-to be located S44" above the floor. c) ~30" x 48" clear floor space is provided in front of the accessible urinal. Section 111 SB.4.2. 69. Show that grab bars comply with the following, per Section 1115B.4: I I a) Grab bars shall _be located on each side or one side and the back of the water closet stall or compartment. b) They shall be securely attached 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the gra_b bar may be installed as high as 36". c) Grab bars at the side shall be located: Q 15" to 16½" (±1 '') from the center line of the water closet stool. ii) Be ~42" long with the .front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be ~36". d) The diameter, or width, of the grab bar gripping surface is ~1¼" buts1½", or the shape shall provide an equivalent gripping surface. e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1½". 70. Per Section 1_115B.8, show on the plans S40" height for: a) The operable parts of at least one: Q Paper towel dispenser; Sanitary napkin dispenser; Waste paper disposal. ii) Other similar dispensing and/or disposal fixtures; The bottom edge of mirrors. 71. If showers are proposed, show or note compliance wit_h the following requirements, per Section 111 SB.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following: i) Roll-in shower 60" minimum in width between wall surfaces and 30 inches in depth with a full opening width on long side. Shower compartment size and clear floor space shall comply with Figure 11 B-2A. ii) Alternate roll-in shower 60" min in width between the wall surfaces and 36" in depth with an entrance opening width of 36" min. Shower compartment size and clear floor space shall comply with Fig. 11 B-2B. iii) Alternate roll-in-shower 60" min in width between the wall surfaces and 36" in depth as long as the entrance opening width is a min of 36". Shower compartment size and clear floor space shall comply with Figure 11 B-2C. b) Threshold in roll-in type showers shall be½'' in high maximum and shall comply with Section 1124B.2. c) Orientation. Where within the same functional area, two or more accessible showers are provided, there shall be at least one shower constructed opposite hand from the other or others (i.e., one left-hand control versus right-hand control). d) Water controls shall be of c! single-lever design, operable with one hand, and shall not require grasping, pinching or ·twisting of the wrist. The center line of the controls shall be located at 40 inches above the shower floor. i) Controls in a 60" minimum by 30" minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls st,all be within a range of no less than 19" and no more than 27" from the seat wall as shown in Figure 11 B-2A. ii) Controls in a 60" minimum -by 36" minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to-the seat and the centerline of the controls shall be within a range of no less than 19" and no more than 27" from the seat wall as shown in Figure 11 B-2B. iii) Controls in a 60" minimum ·by 36" minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within a-range of no less-than 19" and no more than 27" from the seat wall as_ shown in Fig. 11 B-2C. e) The floor slope shall be a maximum of 2% in any direction. Where drains are provided, the grate shall have openings ¼ inch maximum and located flush with the floor surface. -f) Two wall-mounted heads may be installed in lieu of the hand-held unit in areas subject to excessive vandalism. (Except within guest room and suites of hotels, motels and similar transient lodging establishments) Each shower head shall be installed so that it can be operated independently of the other and shall have swivel angle adjustments both vertically and horizontally. One head shall be located at a height of 48" above the floor. g) · A flexible hand-held shower unit is required with at least a hose 60'' long that can be both used as a fixed shower head and hand held. This unitshalhbe mounted such that the top of the mounting bracket is a maximum of 48" above the shower floor. i) The hand held sprayer unit a 60" minimum by 30" minimum shall be located on the back wall of the compartment adjacent to the seat and the centerline-of the controls shall be within a range of no less than 19" and no more than '27" from the seat wall as shown ir:i Figure 11 B-2A ii) The hand held sprayer unit in a 60" minimum by 36" minimum alternate roll-in shower shall be located on the side wall of the compartment adjacent to the seat and-the centerline of the controls shall be within a range of no less than 19" and no more than 27" from the seat wall as shown in Figure 11 B-2B. iii) The hand held sprayer unit in a 60-inch minimum by 36-inch minimum alternate roll-in shower with optional enclosure shall be located on the back wall of the compartment adjacent to the seat and the centerline of the controls shall be within .a range of no less than 19 inches and no more than 27 inches from the seat wall as shown in Figure 11 B-2C. h) ·Indicate on the plans a folding seat, located on the wall adjacent to the controls, 18" above the floor and shall not extend more than 6 inches from the wall. The seat dimensions and mounting position shall comply with Figures 11 B-2A, 11 B-2B, 11 B-2C. i) The soap dish when provided shall be located on the control wall S40" above the shower floor and within reach limits from the seat. Section 1115B.4.4.9. J) Enclosures when provided for shower compartments shall not obstruct controls or obstruct transfer from wheelchairs onto the shower seat. k) Grab bars complying with Section 1115B.4.4.8 shall be located: i) On walls adjacent to and opposite the seat; Mounted 2:33" but S36" above the shower floor. ii) Grab bars shall not extend into that-portion of the wall over the seat. See Figures 11 B-2A, 11 B-2B, 11 B- 2C • DRINKING FOUNTAINS • The following provisions apply if drinking fountains are-indicated on the plans 72. Plans shall indicate that drinking fountains comply with Section 1117B.1.2 as either: a) Located completely in an alcove, 2:32" in width and 2:18" in depth. b) Positioned completely between wing walls. c) Positioned to not encroach into acc:essible pedestrian ways. 73. The drinking fountain shall be a minimum of 18" in depth and there shall be clear and unobstructed knee space under the drinking fountain not less than 27" in height and 8" in depth, the depth measurements being taken from the front edge of the fountain. Additionally, there shall be toe clearance of 9" in height above the floor and 17" in height above the floor and 17"in depth from the front edge of the fountain. A side approach drinking fountain is not acceptable. Section 1117B. 74. Drinking fountains shall be accessible to individuals who use wheelchairs and to those who have difficulty bending or stooping. This can be accommodated by the use of "hi-low''·fountains. Section 1117B. 75. Note on the plans that the drinking fountain(s) will comply with all applicable Title 24 provisions (bubbler height, etc.). • CONTROLS AND OPERATING MECHANISMS 76. Note on the.plans that controls and operating mechanisms shall comply with the requirements of Section 1117B.6. 77. The highest and lowest operable parts of all controls, dispensers, receptacles and other operable equipment shall be placed within 48" of the floor but not lower than 15" -for forward approach (or within 54" but not lower than 9" if side approached). Electrical and communication system receptacles on walls shall be mounted no less than 15" above the floor. Section 1117B.6'.3. • ALARMS 78. Per Sec. 907.9.1, 1114B.2.2 & 1007.9, when emergency warning systems or fire alarms are provided, there shall also be approved notification appliances for the hearing impaired, installed in accordance with national standards as follows: i) Restrooms; Corridors; Lobbies; Meeting-rooms; Gymnasiums ii) Occupied rooms where ambient noise impairs hearing_ofthe fire alarm 79. Provide a note on plans stating that the audible and visual alarms will comply with the provisions of Title 24 Section 907. • SIGNAGE 80. Provide .a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. 81. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by ~raille. Section 1117B.5. • MISCELLANEOUS 82. Where loc~ers are ,provided, at least one,locker (and not less than 1 % of all lockers) shall be made accessible to persons with disabilities. A path of travel not less than 36" in clear width shall be. provided. Section 1115B.8.5. • COUNTERS 83. The tops of tables ·and counters shall.be 28" to 34" from the floor. Where a single counter contains more than one function, at least 5% (but ·never less than one of each type of station) shall be .located at a section of counter that is at least 36" long and no more than 28" to 34" high. Section 1122B.4. • GROUP A OCCUPANCIES 84. Note that assistive listening device systems shall be installed in the following areas for people with hearing impairments, per Section 1104B.2; a) Assembly areas; Similar areas. b) The number of personal receivers required to-be available shall be equal to 4% of the total seats provided, but ;?;2. 85. Note on plans that proper signage indicating the presence of assistive listening devices shall be posted in a prominent place, per Section 1104B.2.4. 86. Show that a.permanent assistive listening device system is provide(!, per Section 1104B.2.6 for areas with fixed seating and an occupant load of ~50. 87. Show that accessible seating is provided. and noted as follows, per Section 1104B.3.1: a) Show a minimum of accessible seats as follows; i) ~4 butS26 total seats= ~1; ~7 butS50 total seats= 2. ii) ~51 but s-150 total seats = 4; ~151 butS300 total seats = 5. iii) ~301 but S500 total seats = 6.; ~501 but S5000 total seats = 6, plus 1 for each 100. iv) ~5001 total seats = 46, plus 1 for each 200. b) ~1 % of all fixed seats shall be c1isle seats with either no armrests, removable or folding armrests on the aisle side. c) Each accessible seat shall be identified by a sign or marker and the availability shall be posted at the ticket office. d) Seating capacity shown is >300, show: e) f) 9) h) i) Wheelchair space at morethan one location. ii) Provide a companion seat next to each space. Readily removable seats may be installed in wheelchair spaces when not required to accommodate wheelchair users. Show ~1 % (with minimum of 2 seats) for semiambulant persons with ~24" clear space in front of the seats. Show minimum clear space for wheelchairs, per Section 1104B.3.6. Accessible viewing positions may be .clustered on levels providing accessible egress in balconies and other areas with <300 occupants and seating slopes S5%, per Section 1104B.3.5. ., [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION.AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. PLAN CHECK NO.: 13-2181 DATE: SEPT.26,2013 BUILDING ADDRESS: 2501 EL CAMINO REAL BUILDING OCCUPANCY: M/ A2/B BUILDING • AREA Valuation .PORTION ( Sq. Ft.) Multiplier SHELL ONLY PACKAGE 'Air Conditionina Fire Sorinklers TOTAL VALUE Jurisdiction Code CB By Ordinance Bldg. Permit Fee ·by Ordinance Plan Check Fee by Ordinance Type of Review: ~ti,tive Fee ~ Repeats D •I Complete Review D Other 0 Hourly csGil Fee Comments: To be determined@ re-check. TYPE OF CONSTRUCTION: 11-B/SPR. Reg. VALUE Mod. D Structural Only 1--------11 Hrs. @ * ($) Sheet 1 of 1 macvalue.doc + PLAN CHECK REVIEW TRANS MITT AL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 02/24/2014 PROJECT NAME: WESTFIELD RETAIL EXPANSION PROJECT ID:SDP 09-04 PLAN CHECK NO: CB132181 SET#: III ADDRESS: 2501 EL CAMINO REAL APN: 156-302-08 VALUATiON: SCOPE OF WORK: SHELL PLANS FOR RETAIL EXPANSION AT WESTFIELD ~Ian check review is complete and has been APPROVED by: ~r~ LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by theConstruction Mgmt & Inspection Division is required ~ No To determine status by one or 1nore of these divisions, please contact 760-602-2719. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to:bhofman@hofmanplannillg.com :PLANNlN,G 7600602-4610 · 1 · .. ' ·!I ENGINEERING · , :. ·. FIR'£ PREVENTION. • · 71?0-602-2750 '' ' " ./·' .'.'.' V,60~602':.4665 ,: > ... :' :,; ' , : , _; • ,. ' ' ~ ~. ' V ': • < ' • ' ' : ' i A\-~• N _,.._ ........ ..:..,·,_,...,,,_·.~,,,.~~,('-, '°" ~ Vv ••-n-'••• ••~·-·-.' •• ,:·._,,,_, ___ ! Chris Sexton 760-602-4624 Chris.Sexton@carJsbadca.gov : -. ·-Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov : Gina Ruiz r IXI 760-602-4675 I Linda Ontiveros 760-602-2773 Greg Ryan '" 760-602-4663 Gregory'.Ryan@carlsbadca.gov Cindy Wong 760-602-4662 Gina.Ruiz@carlsbadca.gov f Linda.Ontiveros@carlsbadca.gov 11---,---,--~-~~----it----------=--,----,-------+1-------- Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: A waiting approval of civil improvement plan for water relocation(D WG 479-5) / I, I i t, r ,. ,, ,, t: f ,, > r. ~ CITY OF RLSB PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 11/o7/2013 PROJECT NAME: WESTFIELD RETAIL EXPANSION PROJECT ID:SDP 09-04 APN: 156-302-08 PLAN CHECK NO: CB132181 SET#: II ADDRESS: 2501 EL CAMINO REAL VALUATION: SCOPE OF WORK: SHELL PLANS FOR RETAIL EXPANSION AT WESTFIELD D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION A Final Inspection by the Construction Mgmt & Inspection Division is required Yes To determine status by one or more of these divisions, please contact 760-602-2719. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: hhofman@hofmanplanning.com Chris Sexton 7{~0-602-4624 Ch:is.$1.;1:ton~cilcarisb<!dcc1.gov Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov Greg Ryan 760,.602-4663 Grego1y.Hyan@,:arlsbadca.gov Gina Fl:uiz 760-602467:5 G1 r .n .Hui,:,·~'c~°'.:lsbadc;:-1.go-,. Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Cindy Wong 7(:)0-602-4662 Cynth i.i. Wong·ci,carlsbadcn.g,:iv Dominic Fieri 7 fl0-602-4664 Do:,·ii nic.Fied',, carlsbadi;., .f(Uv Remarks: z fi ,..,,.,.,. Repeat comment: Need approval of civil improvement pans or water**** relocation (DWG 479-5). No -~ --::,· CB132181-Plan Check No. 4 . DATE: 2/27/2014 PROJECT NAME: Westfield Carlsbad PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB132181 SET#: 4 ADDRESS: 2501 El Camino Real APN: 156-302-08 C8J This plan check review is complete and has been APPROVED by the Planning Division. By: Jason Goff (j(b-- A Final Inspection by the Planning Division is required lz?:] Yes D No ·. Yqu may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to_: Mike Sheller-msheller@westfield.com Gregg Stouder -gstouder@jpra.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: ~ . ~. ---.-; ' -PLANNING ENGINEERING:-'• ,Fl R.E-PREVENTION' -' -76~0~-46.10 --:1so-so2~275<l --·. -'' 760-602;,4665 ' . , -' ~ _-, ' ' . -, ','. , . .' . ,. -; -. ' '' ' . ,,: ~ 1 ·-,, ' ... ,_' . - <' D Chris Sexton D. Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-2741 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Gregory:.R}'.an@carlsba~ca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov C}'.nthia.Wong@carlsbadca.gov ~ Jason Goff cxj)_.. D D Dominic Fieri 760-602-4643 jason.goff@carlsbadca.gov 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: P-28 Page 1 of4 07/11 '' REVIEW.#: 1 2 3 [8'J D D D D.igJ [8'J D D [8'J d D [8'J D D ~DD [8'J D D P-28 a})-CB132181-Plan Check No. 4 Plan Check No. CB132181 Address 2501 El Camino Real Date 2/27/2014 Review#~ Planner Jason Goff, Associate Planner Phone (760) 602-4643 Type of Project & Use: Shell {Package #4) Net Project Density: NA Zoning: C-2 General Plan: R Facilities Management Zone: 1 CFO (in/out) #NA Date of participation: NA Remaining net developable acres: NA (For non-residential development: Type of land use created by this permit: Shell (Package #4) Legend: [8'J Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES [8'J NOD TYPE EIR 09-02 DATE OF COMPLETION: Certified July 9, 2013 {CC Resolution #2013-176) Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: PC Resolution #6981 -Condition No. 1 Discretionary Action Required: YES ~ NO O TYPE EIR/SDP APPROVAL/RESO. NO. 2013-176 DATE July 9, 2013 PROJECT NO. EIR 09-02/SDP 09-04 OTHER RELATED CASES: SP 09-01 Compliance with conditions or. appro~al? If not, state conditions which require action. Conditions of Approval: PC Resolution No. 6983 -Conditions No. 15, 19, and 21. These ·conditions have·1,een ·deferre·d to the ·issuance-of ·1·.s~ teiiant .tmpro~emtint permib Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO .[gl CA Coastal Commission Authority? YES D NO 0 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D N/A ~ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D N/A ~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar,· Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D N/A ~ Site Plan: 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 (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Page 2 of4 07/11 !.. .. ., ... {Jj... CB132181 -Plan Check No. 4 ~DD ~DD. ~DD ~DD ~DD ~DD DD~ City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D NIA ~ 2. Project complies: YES D NOD N/A ~ Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required NA Shown NA Required O ft. Shown O ft. Required NA Shown NA Required NA Shown NA Required NA Shown NA 2. Accessory structure setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Structure separation: Required NA Shown NA 3. Lot Coverage: Required NA Shown NA 4. Height: Required S75 ft. Shown <75 ft. 5. Parking: Spaces Required NA Shown NA (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Reqµired NA Shown NA Additional Comments (see below) 1. The proposed floor plans appear to be proposing more leasable floor area than was approved (based on the elimination of many common bask of house corridors); Please include with this submittal a summary table that identifies the proposed floor area and ale;o include additional floor plans that oorrespond and speoifically demonstrate oomplianoe with the floor areas shown in the approved floor plans for this portion of the shopping center associated 'Nith SDP 09 04. 2. On all applicable sheets, please show the 5 ft. encroachment area around the edge of property (i.e. I\PN 156 302 08) for non leasable arohiteotural projections as permitted by the encroachment agreement that VVestfield is entering into with the City of Carlsbad. 3. Sheet DI 1 Drawing Index: Please address the following: ~. a. Sheet 1\5.7 is missing from the plan set. Please include. b. Sheet 1\8.20 is included in the plan set, but missing from the index. 'Nas this supposed to be Sheet A§.;P.. d. Sheet 1\8.35 is included in the plan set, but missing from th!) index. d. Sheet A9.5 is included in the plan set, but missing from the index. P-28 Page 3 of 4 07/11 CB132181-Plan Check No. 4 4. Sheet A2.4 Roof Plan: Please label all parapet heights. 5. She~t .A:2.4 Roof Plan: There are two large mechanical units next to the pump room on the southern half of ~h~ roof, which based on some of the i.1arious cross sectional details appear to project abo11e the height of the parapets along the south ele11ations. Please confirm whether or not these will be visible from passerby tr~ffic al.ong Marron Road (i.e., public right of way). If so, please incorporate screening that 1Nould be ar9hltectu_rally compatible with the rest of the building and update all applicable sheets accordingly. 6. Sheet A6.1 North and East Elevations: Please clarify height of "Compactor Screen VVall." The north elevation shows 8' O" while the east elevation sho111s 10' O". 7. Sheet A6.1 North Elevation: The portion of the building between grid sections 9 and 13 in the approved elev?ltions included a decoratii.1e eyebrow/Gap 01,er the top of the parapet that 1Nrapped around to the west elevation shown on Sheet A6.2. This specific feature that was originally shown as part of the approved plans increased the architectural integrity o( the building by providing a more detailed finished appearance and shadowing. Is there any way to incorporate this feature back into the design? '!Ve are open to discussion. 8. Sheet J\8.9 Wall Section #1: Please include ramp in this detail. ~-Sheet AB.14 Wall Section #1: This section detail and the corresponding elevation on Sheet A6.1 do not matoh, speoifically the height of the screen wall in f-Oregro1,.1nd. The detail sho1Ns it taller than the roll up do.or; ·whereas the ele11ations show it lower. NEVV·GOMMENT 1A. In speaking 'ilith Gregg Stouder (JPRA Architects) on November 20, 2013 he mentioned that to conoeal the view .of the interior lights that would eventually be hung over the basketball gymnasium floor, the transom i,viod:01.Y.glass surrounding the gymnasium is supposed to be of a translucent finish. This would allo1N natural light rnto the space, but would oonceal the hanging lights from view outside and also restriot any sort of glare that.might be further oreated. Please update the plans to address this item. O,K TO ISSUE AND ENTERED APPROVAL INTO COMPUTER~ DATE +J--Z,01 i ,: .. -1,·,., ·::- Page 4 of 4 07/11 CB132181-Plan Check No. 3 DATE: 2/3/2014 PROJECT NAME: Westfield Carlsbad . PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB132181 SET#: 3 ADDRESS: 2501 El Camino Real APN: 156-302-08 D This plan check review is complete and has been APPROVED by the Plannlng Division. By: A Final Inspection by the Planning Division is required D Yes D No You may also have corrections from one or more of the divisions listed below. Approval from. these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from all divisions. [gl This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Mike Sheller -msheller@westfield.com Gregg Stouder -gstouder@jpra.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENflON 760-602-4610 760-602-2750 760-602-4665 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Grego~.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov - ~ Jason Goff rJjr D Dominic Fieri 760-602-4643 D jason.goff@carlsbadca.gov 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Please see attached P-28 Page 1 of4 07/11 • ! REVIEW#: 1 2 3 ~DD DOD IZI D D ~DD ~DD IZI D D P-28 r)1r CB132181-Plan Check No. 3 Plan Check No. CB132181 Address 2501 El Camino Real Date 11/20/13 Review#~ Planner Jason Goff, Associate Planner Phone (760} 602-4643 Type of Project & Use: Shell (Package #4) Net Project Density: NA Zoning: 0-2 General Plan: R Facilities Management Zone: 1 CFD {in/out) #NA Date of participation: NA Remaining net developable acres: NA (For non-residential development: Type of land use created by this permit: Shell (Package #4) Legend: ~ Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES ~ NO D TYPE EIR 09-02 DATE OF COMPLETION: Certified July 9, 2013 (CC Resolution #2013-176) Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: PC.Resolution #6981 -Condition No. 1 Discretionary Action Required:· YES IZ! NO D TYPE EIR/SDP APPROVAURESO. NO. 2013-176 DATE July 9, 2013 PROJEC 02/SSP-G9-Q4 THER RELATED CASES: SP 09-01 Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: PC Resolution No. 6983-Conditions No. 15, 19, 21 __) Coastal Zone A mpl-ian~ce-------------- Project site located in Coastal Zone? YES O NO I81 CA Coastal Commission Authority? YES D NO .IZI. If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D N/A ~ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D N/ A 1Z1 (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) . Housing Tracking Form {form P-20) completed: YES D NO D N/A ~ Site Plan: 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 (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Page 2 of4 07/11 7' • (fJi--CB132181-PlanCheckNo. 3 City Council Policy 44 -Neighborhood Architectural Design Guidelines rgJ D D rgJ D D 1. Applicability: YES O NO O NIA [gJ 2. Project complies: YES D NOD N/A [gJ Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required NA Shown NA Requ1red O ft. Shown O ft. Required NA Shown NA Required NA Shown NA Required NA Shown NA 2. Accessory structure setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Structure separation: Required NA Shown NA 3. Lot Coverage: . ·Required NA Shown NA 4. Height: Required :::.75 ft. Shown <75 ft. 5. Parking: Spaces Required NA Shown NA (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required NA Shown NA Additional Comments (see below) 1. The proposed floor plans appear to be proposing more leasable floor area than 'Nas approved (based on the elimination of many common back of house corridors). Please include •1.1ith this submittal a summary table that identifies the proposed floor area and also include additional floor plans that correspond and specifically demonstrate compliance with the floor areas shown in the appro'.'ed floor plans for this portion of the shopping Genter associated '.'lith SOP 09 04. · 2. On all applicable sheets, please shO'.v the 5 ft. encroachment area around the edge of property (i.e. APN 156 302 08) for non leasable architectural projections as permitted by the encroachment agreement that VVestfield is entering into with the City of Carlsbad. 3. Sheet DI 1 Drawing lnde;x: Please address the following: a. Sheet A5.7 is missing from the plan set. Please include. b. Sheet A8.20 is included in the plan set, but missing from the inde;x. 'A'as this supposed to be Sheet .Afr.7+ G. Sheet A8.35 is included in the plan set, but miss·ing from the inde;x. d. Sheet A9.5 is included in the plan set, but missing from .the inde;x. 4. Sheet A2.4 Roof Plan: Please label all parapet heights. P-28 Page 3 of4 07/11 c9P-cB132181-Plan Check No. 3 5. Sheet A2A Roof Plan: There are two large meohanioal units ne:xt to the pump room on the southern half of the roof, 'Nhich based on some of the •.•arious oross seotional details appear to projeot abo¥e the height of the parapets along the south ele•.•ations. Please oonfirm •.-.,hether or not these 'Nill be ¥isible from passerby traffio along Marron Road (i.e.; publio right of way). If so, please inoorporate soreening that would be arohitedturally oompatible 'Nith the rest of the building and update all applioable sheets aooordingly. 6. Sheet A6.1 North and East Ele¥ations: Please olarify height of "Compaotor Soreen Wall." The north ele•.•ation sho•Ns 8' O" while the east el8'.•ation shows 10' 0". 7. Sheet A6.1 North EI8'.•ation: The portion of the building between grid seotions 9 and 13 in the appro•1ed ele\•ations inoluded a deoorati'1e eyebrow/oap 0•1er the top of the parapet that wrapped around to the 'Nest ele¥ation shown on Sheet A6.2. This speoifio feature that '.*.'as originally sho•.-.,n as part of the appro•1ed plans inoreased the arohiteotural integrity of the building by pro¥iding a more detailed finished appearanoe and shado\1.'ing. Is there any way to inoorporate this feature baok into the design? We are open to discussion. 8. Sheet A8.9 \!Vall Section #1: Please inolude ramp in this detail. 9. Sheet A8.14 'Nall Seotion #1: This seotion detail and the oorresponding elevation on Sheet A6.1 do not matoh, speoi~oally the height of the soreen wall in foreground. The detail sho·Ns it taller than the roll up door, whereas the elevations show it lower. NEVV COMMENT 1A. In speaking with Gregg Stouder (JPRA Architects) on No¥ember 20, 2013 he mentioned that to oonoeal the view of the interior lights that would e•,entually be hung over the basketball gymnasium floor, the transom window glass surrounding the gymnasium is supposed to be of a transluoent finish. This would allo•.-., natural light into the spaoe, but would oonoeal the hanging lights from ¥iew outside and also restriot any sort of glare that might be further oreated. Please update the plans to address this item. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER: __ DATE __ _ P-28 Page 4 of 4 07/11 - CB132181 -Plan Check No. 2 DATE: 11/20/2013 PROJECT NAME: Westfield Carlsbad PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB132181 SET#: 2 ADDRESS: 2501 El Camino Real APN: 156-302-08 D This plan check review is complete and has been APPROVED by the Planning Division. By: A Final Inspection by the Planning Division is required D Yes D No ·You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. !ZI This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to:. Mike Sheller -msheller@westfield.com Gregg Stouder -gstouder@jpra.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING · · 1.~t)-eb2-461(l \ ",. [j Chris Sexton 760-602-4624 · Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov ~ Jason Goff ('Ji~ 760-602-4643 jason.goff@carlsbadca.gov Remarks: Pleaie see attached P-28 .. ENGINEERING-·>·'./.' ' ·FIRE.PR:EVEN:FldN··· , .. . • . . . .. 7'60,602-2750: ,· . ' .. ·,, '.,.: . . .. : :760"602i4665;... "; ' ... ·,·,::, ... ;, ....... ·_.._::,,,· :.: .. , .... ' ........ ,. . .. :,.·'.:·_-:;:.·., ::.,,-..;-·.·:,.::··:. ··: .. ,:.,:: D Kathleen Lawrence 760-602-27 41 Kathleen.Lawrence@carlsbadca.gov D Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov D Linda Ontiveros D Cindy Wong D 760-602-2773 760-602-4662 Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Page 1 of 4 D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov 07/11 REVIEW#: 1 2 3 [g] D D l'8J D D l'8J D D P-28 {Jt)--CB132181-Plan Check No. 2 Plan Check No. CB132181 Address 2501 El Camino Real Date 11/20/13 Review#i Planner Jason Goff, Associate Planner Phone (760) 602-4643 Type of Project & Use: Shell (Package #4) Net Project Density: NA Zoning: C-2 General Plan: R Facilities Management Zone: 1 CFO (in/out) #NA Date of participation: NA Remaining net developable acres: NA (For non-residential development: Type·of land use created by this permit: Shell (Package #4) Legend: [g] Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES [gj NO D TYPE EIR 09-02 DATE OF COMPLETION: Certified July 9, 2013 (CC Resolution #2013-176) Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: PC Resolution #6981 .,. Condition No. 1 Discretionary Action Required: YES [gj NO O TYPE EIR/SDP APPROVAL/RESO. NO. 2013-176 DATE July 9,.2013 PROJECT NO. EIR 09-02/SDP 09-04 OTHER RELATED CASES: SP 09-01 Compliance With· conditions or app.ro~al? J( no(stafe._conditi:ons ;yvhich req41re.:~¢tiot't. Conditions ofApproval: PC 'Resolution #6981:.:~cfonditiciri r,.fo.'1~ PC. Resolutrorfl•fo. ·aga3,:..:. . Conditions No. 3. 14, 15, 16, l9, 21 . . Coastal Zone Assessment/Compliance . Project site located in Coastal Zone? YES D NO .1:81 CA Coastal Commission Authority? YES D NO .1:81 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D N/A ~ if property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D NIA [8J (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D · NO D N/A [gj Site Plan: 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 (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Page 2 of 4 07/11 i, (Jj)_ CB132181 -Plan Check No. 2 IZI D D IZI CJ D IZI [] D IZI D D ~,o D IZI D D City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D NIA IZ! 2. Project complies: YES D NOD N/A IZ! Zo!'ling: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required NA Shown NA Required O ft. Shown O ft. Required NA Shown NA Required NA Shown NA Required NA Shown NA 2. Accessory structure setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Structure separation: Required NA Shown NA 3. Lot Coverage: Required NA Shown NA 4. Height: Required S.75 ft. Shown <75 ft. 5. Parking: Spaces Required NA Shown NA (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required __ Shown __ Additional Comments {see below) 1. The proposed floor plans appear to be proposing more leasable floor area than was approved (based on the elimination of many oommon baok of house oorridors). Please inolude with this submittal a summary table that identifies the proposed floor area and also inslude additional floor plans that sorrespond and speoifisally demonstrate somplianoe with the floor areas shown in the approved floor plans f:or this portion of the shopping senter assosiated with SDP 09 04. 2. Oh all applisable sheets, please show the 5 ft. ensroashment area around the edge of property (i.e. APN 156 302 08) for non leasable arohiteotural projeotions as permitted by the enoroaohment agreement that VVestfield is entering into 1Nith the City of Carlsbad. 3. Sheet DI 1 Drawing Index: Please address the following: tt Sheet A5.7 is missing from the plan set. Please inslude, b. Sheet A8.20 is insluded in the plan set, but missing from the index. \"/as this supposed to be Sheet A§.;P. o: Sheet A8.35 is insluded in the plan set, but missing from the index. d~ Sheet A9.5 is insluded in the plan set, but missing from the index. P-28 Page 3 of4 07/11 . ' (Ji>-CB132181 -Plan Check No. 2 4. Sheet A2.4 Roof Plan: Please label all parapet heights. 5. Sheet.A2.4 Roof Plan: There are two large mechanical units next to the pump room on the southern half of the roof, whioh based on some of the 'Jarious otoss seotional details appear to project above the height of the parapets along the south ele'lations. Please oonfirm 1Nhether or not these will be visible from passerby tr~ffio along Marron Road (i.e., publio right of way). If so, please inoorporate screening that 1Nould be · arohiteoturally compatible with the rest of the building and update all applioable sheets aooordingly. 6. Sheet A6.1 North and East Ele•Jations: Please clarify height of "Compactor Screen VI/all." The·north ele'lation shows 8' O" while the east elevation shows 1 O' O". 7. Sheet A6.1 North Elevation: The portion of the building bet\l.i.een grid sections 9 and 13 in the approved elevations irioluded a decorative eyebrow/cap 01.•er the top of the parapet that wrapped around to the west elevation shown on Sheet A6.2. This speoific feature ·that was originally shown as part of the appro11ed plans inoreased the arohiteotural integrity of the building by providing a more detailed finished appearance and ·shado1Ning. Is there any way to .inoorporate this feature back into the design? V'le are open to discussion. 8. Sheet A8. 9 Wall Section #1: Please include ramp in this detail. 9. Sheet A8.14 Wall Section #1: This section detail and the oorresponding elevation on Sheet A6.1 do not m·atch, specifically the height of the screen wall in foreground. The detail shows it taller than the roll up do_o~. whereas the elevations show it lower. NEW COMMENT 1A. In. SReaking With Gregg Stouder (JPRA Architects) on November 20, 2013 he mentioned that to conceal the vi~;w,_cif.the interior lights that would eventually be hung over the basketball gymnasium floor, the transom wi!)dow glass surrounding the gymnasium is supposed to be of a translucent finish. This would allow natural light into the space, but would conceal the hanging lights froni view outside and also restrict any sort of glare th_~t mig_ht be further created. Please update the plans to address this item. OK TO-ISSUE AND ENTERED APPROVAL INTO COMPUTER:------,--DATE_. -- ,. t.:• ' . P-28 Page 4 of 4 07/11 . ··-..· l . ~ ,. r , CB132181 -Plan Check No. 1 DATE: 10/10/2013 PROJECT NAME: Westfield Carlsbad PROJECT ID: EIR 09-02/SDP 09-04 PLAN CHECK NO: CB132181 SET#: 1 ADDRESS: 2501 El· Camino Real APN: 156-302-08 D This plan check review is complete and has been APPROVED by the Planning Division. By: A Final Inspection by the Planning Division is required D Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. ~ ihis plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Mike Sheller-msheller@westfield.com Gregg Stouder -gstouder@jpra.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: . -·· PLANNING · ·· ' ' > ·' , . ', · 76,0-6,Q2-4,1:p10 . : '' ' ' ' '' " ',, '1 _, f D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov D Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov ~ Jason Goff ,..---2/;_ 160-602-4643 V vv jason.goff@carlsbadca.gov :~-~_mar:~S: Please ·see attached P-28 :eNG1:NEER1Nt3 < -... , -. -:.: · :-~:,~E:·PR~EN:t~-o~,::_ .:;~ . . . r. .. 1~~02-27:~3: '·/:·:_/_::-. <..: : , _ ;-, ,_, _, ,i)I~?f?~1se5: ·. :./ __ _>.;,. D Kathleen Lawrence D Greg Ryan 760-602-27 41 760-602-4663 Kathleen.Lawrence@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D D Linda Ontiveros 76o-602-2773 Linda.Ontiveros@carlsbadca.gov Page 1 of 4 D CindyWong 760-602-4662 Cynthia.Wong@carlsbadca.gov D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov 07/11 REVIEW#: 1 2 3 [gJ o·o tgJ D D 181 D D tgJ D D tgJ D D P-28 <:7'-CB132181-Plan Check No. 1 Plan Check No. CB132181 Address 2501 El Camino Real Date 10/10/13 Review# 1 Planner Jason Goff, Associate Planner Phone (760} 602-4643 Type of Project & Use: Shell (Package #4) Net Project Density: NA Zoning: C-2 General Plan: R Facilities Management Zone: 1 CFD (in/out) #NA Date of participation: NA Remaining net developable acres: NA .(For non-residential development: Type of land use created by this permit: Shell (Package #4) Legend: [gj Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES [gj NO D TYPE EIR 09-02 DATE OF COMPLETION: Certified July 9, 2013 (CC Resolution #2013-176) Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: PC Resolution #6981 -Condition No. 1 Discretionary Action Required: YES [gj NO O TYPE EIR/SDP APPROVAL/RESO. NO. 2013-176 DATE July 9, 2013 PROJECT NO. EIR 09-02/SDP 09-04 OTHER RELATED CASES: SP 09-01 Compli~nce .With conditlons :Or apprpval~; .lf1:1e>tr st~te :cc;>riditior,\s·w~icti:recfufre:aqtion. :C.onditions of Approval: PC Resolutlori #698t :. ConctitionI No .. t,. pc: Res01ution'N6. 6983:·~ Conditions No. 3, 14, 15, 161 f9; 21 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO 181 CA Coastal Commission Authori_ty? Y:ES D NO 181 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES .0 NO O NIA [gj If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO D NIA [gj (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D N/A [gj Site Plan: 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 (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Page 2 of 4 07/11 l, . . ) ) ~ CB132181-PlanCheckNo. 1 ~DD ~DD ~DD ~DD ~DD rgi D D City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES D NO D N/A rgj 2. Project complies: YES D NOD N/A rgJ Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required NA Shown NA Required O ft. Shown O ft. Required NA Shown NA Required NA Shown NA Required NA Shown NA 2. Accessory structure setbacks: Front: Required NA Shown NA Interior Side: Required NA Shown NA Street Side: Required NA Shown NA Rear: Required NA Shown NA Structure separation: Required NA Shown NA 3. Lot Coverage: Required NA Shown NA 4. Height: Required ~75 ft. Shown <75 ft. ~ D D 5. Parking: Spaces Required NA Shown NA (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces ReqUired __ Shown __ ~ci,tional.comments~csee·6eiow) 1. The proposed floor plans appear to be proposing more leasable floor area than was approved (based on the elimination of many common back of house corridors). Please include with this submittal a summary table that identifies the proposed floor area and also include additional floor plans that correspond and specifically demonstrate compliance with the floor areas showri in the approved floor plans for this portion of the shopping center associated with SOP 09-04. 2. On all applicable sheets, please show the 5 ft. encroachment area around the edge of property (i.e. APN 156-302-08) for non-leasable-architectural projections as permitted by the encroachment agreement that Westfield is entering into with the City of Carlsbad. 3. Sheet DI-1 -Drawing Index: Please address the following: a: Sheet A5. 7 is missing from the plan set. Please include. b. Sheet A8.20 is included in the plan set, but missing from the index. Was this supposed to be Sheet A5.7? c. Sheet A8.35 is included in the plan set, but missing from the index. d. Sheet A9.5 is included in the plan set, but missing from the index. P-28 Page 3 of4 07/11 rf'v CB132181 -Plan Check No. 1 4. Sheet A2.4 '"'." Roof Plan: Please label all parapet heights. 5. Sheet A2.4 -Roof Plan: There are two large mechanical units next to the pump room on the southern half of the roof, which based on some of the various cross sectional details appear to project above the height of the parapets along the south elevations. Please confirm whether or not these will be visible from passerby traffic along Marron Road (i.e., public right of way). If so, please incorporate screening that would be architecturally compatible with the rest of the building and update all applicable sheets accordingly. 6. Sheet A6.1 -North and East Elevations: Please clarify height of "Compactor Screen Wall." The north elevation shows 8' -0" while the east elevation shows 1 O' -0". 7. Sheet A6.1 -North Elevation: The portion of the building between grid sections 9 and 13 in the approved elevations included a decorative eyebrow/cap over the top of the parapet that wrapped around to the west elevation shown on Sheet A6.2. This specific feature that was originally shown as part of the approved plans increased the architectural integrity of the building by providing a more detailed finished appearance and shadowing. Is there any way to incorporate this feature back into the design? We are open to discussion. ~-Sheet A8.9 -Wall Section #1: Please include ramp in this detail. 9. Sheet A8.14 -Wall Section #1: This section detail and the corresponding elevation on Sheet A6.1 do not match, specifically the height of the screen wall in foreground. The detail shows it taller than the roll up door, whereas the elevations show it lower. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER: __ DATE __ _ P-28 Page 4 of 4 07/11 ,'!"'-lj (!-.8\~2-t 8I ~fE-:'I,.,~ . . ,, ... l''""'' ii. !i";.,t~~ .RD COPY ACM SYSTEM (G) " __ ..,...__ ·--·-..-··--_, 'fflslllelil = JPRA ARCHITECTS ' ·r=1 =--EAST ELEVATION 09.13.13 ',,·····-.. ,......, ... .-.,,...,,. .. .-... .. ~ .. _,,. -~-~-1l .) .. WestlleM Metal, Grey on elevation: Centria Metal Panels Profile IW-20A Mocha shown this sheet: -------------.. -· Trespa: Dk. Wood on elevation: Trespa Natural Wood Series Dark Mahogany shown this sheet: II JPRA ARCHITECTS • Trespa: Lt Wood on elevation: Trespa Natural Wood Series Light Mahogany shown this sheet: Trespa Natural Wood Series Milano Grigio burton '".,.,•••,._•1J<,,;1.,,;11 .. a. White Stucco e::.·::::.,.. __ - t.;;";'.. c..:........- Cf~ f "2,} 2-l 'i' I MATERIALS Stacked Stone, cream on elevation: Coronado Stone Country Rubble Series Texas Cream alternates shown pg 7: Brickstone FDL Cobblestone and Brickstone Silver Legde White Metal T.h.e.ate.t.MaJe_r i a l.s 07.18.13 ., ···-71 = ... == ... = ... = < m .,. .... = < "" za: r " , .. -:ca "'""' on •• ,. ~ I 11 I I II ID 1a 'I ;e i I I I I i ii 1• 11 " e & ,0 i ; 11 I I II II I I ·~ ii i I I i .. 0 I I I I 8 I I I I ;t I • .... .... • I -1 ... I I I I ,11m II I I I I I I I !~ g ii1'i ,I I 11 I I II I ... 111 11 II I 11 H I Bis 11 I§ • ,ds I Ii I I 11 I I ··11 11: !" I ; 11 ~ ii ii 11 i I I I ~£ «?<JPJ ~ CITY OF CARLSBAD PLAN CHECK Community& Economic REVI Ew Development Department 1635 Faraday Avenue TRANS MITT AL /Jr ~ Carlsbad CA 92008 '-LD(J.. 1) www.carlsbadca.gov .€Pr r,,... _ DATE: 03/14/14 PROJECT NAME: robmay shell Tl PROJECT ID: PLAN CHECK NO: cb142181 SET#: IV ADDRESS: 2501 ecr APN: !ZI This plan check review is complete and has been APPROVED by the fire Division. By: cwong A Final Inspection by the Division is required IZI Yes D No D This plan check review is NOT COMPLET'E. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: . . .. PLANNING ENGINEERING FIR_E PREVENTIO.N .. 760-602-4610 760-602-2750 7:60-602-4665 D Chris Sexton D Kathleen Lawrence D Greg Ryan 760,-602-4624 760-602-27 41 760-602-4663 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Grego[¥.Ryan@carlsbadca.gov D Gina Ruiz D Linda Ontiveros ~ Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carl5bad~a.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D D D Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov ***Please reference response dated March 6, 2014, from Code Consultants, Inc. in regards to egress analysis. DKJ reviewed in conjunction*** ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. Page 1 of2 .,. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION ·OF THE LAW. Page2 of2 Plan.Review Requirements Category: TI , COMM Date ofReport:'03-14-2014 Name: Address: HOFMAN PLANNlNG/SHA Y EVEN STE I Reviewed by: ~ Permit#: CBl32181 3156 LIONSHEAD A VE CARLSBAD CA 92010-4703 Job Name: WESTFIELD: SHELL PLANS FOR Job Address: 2501 EL CAMINO REAL CBAD · ~ office cannot adequately conduct a rev· e ermine compliance wit t ea and/or standards. Please review carefully al~-e s attached. Please resubmit the necessary plans and/or speci to this~ for review and approval. Conditions: Cond: CON000663 8 [NOT MET] *** Bubble Changes*** I. Sheet TS: Please revise with appropriate A Occupant uses. References to theaters and gymnasiums.If decided at a later date, please specify so. 2. Please clarify that stairs/landings have sufficient area to accommodate installation of standpipes where required. Cond: CON0007116 [MET] ***Please reference response dated MArch 6, 2014, from Code Consultants, Inc. in regards to egress analysis. DKJ reviewed in conjunction*** ** APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THRPURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW . . ,, Entry: 03/14/2014 By: cwong Action: AP BLDG. DEPT copgy1 orb .•. _,, .J,. CORRECTION LIST Daty/ I<. James & Associates, Inc. Checked by: Daryl Kit James Date: 9/25/2013 205 Colina Terrace Vista, CA 92084 T. (760) _724-7001 Email: kitfire@sbcglobal.net APPLICANT: B. Hofman PROJECT NAME: Shell PROJECT DESCRIPTION: CB132181 Shell Only JURISDICilON: Carlsbad Fire Department PROJECT ADDRESS: 2501 El Camino Real This plan was to verify conformance to minimum requirements of ¢odes adopted by the Carlsbad Fire Department. The items below require correction, clarification or additional information before this plan check can be approved for permit issuance. RES!UBMl$t~LiJN'$1RlJGJIONS'to:/i.fldl'tfDEliA¥-':JN:JEXRED:1tSti:R&e:ifef§g:seasziees • Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates. • Provide a written response following each comment, On This Correction List, explaining how and where each plan review comment has been addressed. • Provide a copy of Building Department (EsGil) comments. 'Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • COMMENTS MUST BE SUBMITTED DJRE(:rr:l¥:ffi THE FOLLOWING ADDRESS DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 'Ffl2EASE1DO~Ofr°TREQUfRE~A:,s1GN~tiURE't1)ricoeefJaet;1'.\lelt~t'1+0F!:RE\Zi'SEitl~E!ANS .~~ -.,,,»f½.,<,m'~ ',-,:,<,mJ,_;,i...::.;;,.,.:,----;:,r,,..,.,.(,.,,-'>$,».•, "r-·,,.,., ,,,);1,,-~ ::...,.,;-.'.; ,,,_,;;,,-.,,,,.:w..,,.....,:~~~-·<, ..,,.:,.w~',m-i;...,i-,..,,,N".,.,1,.,,,,»>,,,;.. ~ > ,-,,-:..,,_,.:,._,,._..,,-.,,.,~~~~;,;" .,.~~~.,;;..,,),~~-y-i~JJ-.... ,.....;,,,-,..,,.,,,,..J,.~'.,.,....;..;,..,,....., ;,,,.·,r:,>li'~<h-¾';,..,, ,..<+_ ..,;'..:;,u,,I COMMENTS Additional Comments May Be Generated By Responses to the Comments. If ·a comment oversteps the scope of work, (Building Shell Only per the Building Permit Application), please include "Not Within the Scope of Work under CB132181': in response to the applicable comment. TS1 Provide a Title Sheet that includes the following: Scope of Work Provide a descriptive scope of work specific to this project. Building Permit Application reads, This Permit is for the Shell Only. A descriptive scope of work is necessary for clarification. Vicinity and Site Maps Provide a Vicinity Map with a North directional symbol. Provide a Site Map with a North directional symbol. Site Map to include property lines, side yard dimensions and adjacent existing mall. Site/Building Data Site Square Footage Project Location Description Existing Land Use Floor Area of Existing Structure and Floor Area of Proposed Construction. Building Height Number of Stories and Mezzanines. Verify Mezzanines comply with CBC 505. Occupancy Groups and square footage of each occupancy group for this project. .t'age J. or C> Will childcare be provided in this building? If so, denote occupancy classification and show on Egress plan. Is the Basket Ball Court a Group A-4 based on spectator seating? Provide the Following List of Deferred Submittals, Verbatim. Fire Sprinkler System 2010 CBC 402.9, CFC 903 and 2010 NFPA 13. Standpipe System 2010 CBC 402.9.1 Fire Alarm System 2010 CFC 907 including CFC 907.2.1' and 907.5.2.2 specific to occupancy groups and 2010 NFPA 72 D1-1 Drawing Index Provide Appendix and Civil sheets as listed. Revise A-5. 7 to A8.20 Marquis Sign Details Add A-8.34 or A-8.35 (Last digit illegible). Add A-9.34 or A-9.35 and sheet title (Last digit and sheet title illegible). Provide Lower Level Demo Plan Sheet SD.1 as listed. Remove duplicate Second Level Demo Plan Sheet SD1 .2 Provide Sheets P-4.01, E-4.00, E-401, E-402, E-702, E-902 & E-903, as listed. CIVIL PLANS / SITE PLAN Please provide civil plans that include: Underground fire lines including pipe length from the main source to within 5 ft. of the building being served, depth of bury and references to details. Provide details. Thrust block locations, details and calculations based on a minimum of 1500 psf or actual soils conditions per soils report. Existing and proposed fire hydrants, FDCs, sprinkler control valves, back flow prevention devices supervisory switches and bollards. Fire sprinkler riser room. . Show a minimum 3 feet clearance around all fire emergency appurtenances: Provide references to details for the above fire service equipment, where not provided. Fire Flow Determine the required fire flow in accordance with Carlsbad Municipal Fire Prevention Code Section 17.04.360 Any reduction in required fire flow or amount of fire hydrants will need to be approved by a Carlsbad Fire Department official. Provide a current letter, less than six months from date of the flow test, from the water department stating required fire flow and duration will be provided. Emergency Access and Fire Apparatus Access Roads Denote address numbers location and specifications. .!:'age .:Sor«> ~ • t - Provide a site plan showing the 150'-0" access road requirement. 201 O CFC 503.1.1 and 504.1. The emergency access/roadway plan must also show no parking fire lanes, as per the Carlsbad Municipal Fire Prevention Code 17.04 and the CFC, Section 503.3. Denote locations of existing and proposed fire lanes, fire hydrants, FOO, PIV and gate(s) or other obstructions. Provide dimensions between hydrants. FDC should· be shown downstream from the PIV or other shut off valves for the building/structure being served and within 40 feet of a public hydrant located on the same side Of the street and on the same side of driveways on the same street as the building is addressed. Provide an emergency response map showing new structures, hydrants, roadways, or similar features. Map updates must be in a format approved by the fire department will be provided. Carlsbad Ordinance 17.04.350 Denote a. key box in an accessible location. The key box shall be of a type approved by the Fire Official and shall contain keys to gain necessary access. A key box plan for gates and access doors are to be shown on site plan . . LS-1 Occupancy Classifications Classify the building into occupancy groups based on anticipated functions and construction features, in accordance with CBC Sec. 302. Consider occupancy classification of Basket Ball Court with spectator seating and Childcare area(not shown). Provide a Code Analysis -Building Allowabie Area Imprint a worksheet that illustrates determination of Allowable Square Footage per CBC 503, and the Actual Square Footage, including increases allowed per CBC 506.1. Specify if this is a non-separated occupancy. CBC 508.3 Mixed Ratio For each story, determine that the sum of the ratios of the actual floor area of each respective occupancy, contained therein, as compared to the -areas per story, allowed by Table 503 and as modified by Section 506, does not exceed one. Code Data ·Egress, construction and fire protection requirements cannot be fully determined until T.I. Drawings are submitted by the Tenant for review. The omission of comments, specific to any· of the information noted under code data and egress floor ·plans, as part of this review of CB132181 (shell o,nly), does not guarantee acceptance of future architectural T.I. plans. Code Data I Building Classification Add CBC 1028.8 to common paths of egress travel. Add CBC1028.7 to travel distance. CBC Table 601. Fire Resistance Rating Requirements Note 3 Address anchor building separation requirements. CBC 402.7.3. Means of Egress Analysis Note 2 Revise Permit # from CB 131572 to CB 132181. F.ire Protection and Life Safety Analysis / CBC Table 601 Fire Resistive Rating Requirements Note 2. Address anchor building separation requirements. CBC 402.7.3. See A.21 comments Cooling Tower Chemical Treatment Package and Compactor Enclosure Provide. a descriptive narrative and Fire Protection Analysis of the rooftop containment tank with chemical feed pump, water meter, conductivity controls located inside Nema 3R enclosure and for Manifold Gas System fin the Compactor Enclosure. Analysis to include materials component booklet comprised of manufacturer's specifications and recommendations. Page 4 orb Fire Protection Analysis to include, but not be limited to, the Storage, Use and Handling of Hazardous materials in the Pump Room, Cooling Tower and Trash Compactor. Egress Floor Plans -See Code Data comments Provide a North directional symbol. Please specify that Basketball Court Spectator Viewing, Pool and Restaurants 3 & 4 will be included in T.I. Architectural Drawings or mark as "Future". Verify that Spin Room cycles are fixed to the floor and that the room is not used Zumba classes or similar high concentration activities Restaurants 3 & 4 appear on Egress Plan. Are there restaurants 1 & 2? Review of the egress floor plan is incomplete due to minimal detailed information. An in depth review of the Egress Plan will be conducted upon receipt of detailed Architectural T.I. plans, including Basketball Court Spectator Seating, Spin Room seating, Restaurants 3 & 4 seating plans, Auditorium seating and other areas not yet labeled. LS-2 Provide fire-resistive ratings and fire tests for fire proofing materials. AD2.1, AD2.2 & AD7 .1 General Demolition Notes Note 10. Add: The demolition contractor shall contact the Carlsbad Fire Department prior to taking existing fire sprinkler system out of service. Relocation of fire sprinklers in existing spaces requires Carlsbad Fire Dept. approval. Provide note: All demolition work shall be in accordance with CFC Chapter 14 A2.1, A2.2 & A2.3 Walls on floor plans must match symbols on Symbol Legend. Verify that corridor walls are rated on A2.1. Denote demising walls between Retail No. 1 and Retail No 2. Address anchor building storefront separation requirements set forth in CBC 402.7.3. Review of doors on the floor plan, in relation to the door schedule, is incomplete due to minimal information provided on floor plans and Sheet A 10.2. An in depth review will be conducted upon receipt of Architectural T.I. plans. A2.4 Roof Level Floor Plan Denote the roof Classification Imprint Carlsbad Policy 80-6 on this sheet. Indicate provisions taken to comply with Carlsbad Policy 80-6 Intent B. (Fireman Safety) City of Carlsbad Policies and Procedures document number 80-6 Roof Mounted equipment is intended to prevent the installation of hazardous items such as tanks and any other hazardous or potentially hazardous equipment. This includes, but is not limited to, .utility piping and conduit 1 .4-inches or higher above roof surface. Electrical or other utility wiring or cabling not securely placed in conduit, raceways or properly affixed to the structure., or that which may be a trip or strangulation hazard. Additionally, it was intended to address building openings and roof coverings or features that posed a fall hazard to those unfamiliar or subject to impaired senses as might be encountered during smoky and fire conditions or at night. While this Policy does not provide specifics, it does provide the City the opportunity to review and comment on anything that is roof mounted or provides an opening such as vent risers, skylights, light- wells, etc. Yage ~·OI b A4.1. A4.2 Review of RCP is incomplete due to minimal information provided on Electrical Lighting Plans. An in depth review will be conducted upon receipt of Architectural T.I. plans. AS.2 Compactor Enclosure Reference the specific Mechanical Drawing for Gas Manifold. AS.2 West Elevation Denote fire rated storefront separation within 2 HR> rated wall. CBC 402.7.3. AS.15 See Detail 2. Provide Sheet 8.21 ~ Stair No. 3 Section Membrane note i~ illegible. Please revise. A10.1 D-oor Schedule Review of doors on the door schedule, in relation to doors on the floor plans, is incomplete where minimal information was provided on floor plans and A 10.2. An in depth review will be conducted upon receipt of Architectural T. I. plans. Provide Door Hardware Specifications and / or coordinated notes for columns labeled HOWE & Label. Identify the Main Exit Door in the Remarks Column and provide add remark that reads, a readily visible durable sign will be posted on the egress side on or adjacent to the main exit door that reads, ihis Door to ·Remain Unlocked When Building is Occupied CBC 1008.1.9.3 . Identify rated doors in the Remarks Column, add a remark that reads; rated doors will be fitted with smoke seals and the frame will be labeled CBC 715.4.6. Prov.ide Ooor Notes, including but not limited to, All doors shall be readily openable from the egress . side without the use of a key or special knowledge or effort. A10.7 Wall Section & Shaft No. 1 Provide fire-resistive ratings and fire tests for fire proofing foam. Partition General Notes Note 2. Provide detail references. FP3.01 Through FP3.03 FP·o.01 -FP3.03 are within the scope of this plan review (CB132181) Provide a reference to FP0.01 Fire Protection Note 1, on each sheet. t'age b orb FP-3.01 ' 4 ..... ,Ill Fire Sprinkler System Notes Add this note: FSS designer shall consider providing higher design densities for retail storage areas and other areas that may present extra or high hazard conditions. M-0.01, M-0.03, M-3.04 Provide a note that kitchen exhaust hoods are shown For Reference Only throughout mechanical plans. Hoods details are not shown. M-0.03 HVAC Equipment Schedules Denote air-moving systems supplying air in excess of 2000 cfm equipped with smoke detectors approved and listed by the California State Fire Marshal. CMC 609. Denote locations in units on details ' and plans. Denote units provided with smoke detectors on plans. March 6, 2014 Ms. Cynthia Wong Carlsbad Fire Department 1635 Faraday Ave. Carlsbad, CA 92008 RE: WESTFIELD CARLSBAD REDEVELOPMENT RESPONSE TO SHELL THEATER TRAVEL DISTANCE COMMENTS CCI PROJECT NO.120544~00.000 Dear Ms. Wong: 3 Woodland Pkwy L/1 __,...,.-.,, "uite 300 St. Louis, Missouri 63146-4235 314-991-2633 phone 314-991-4614 fax Ttie,fire Protection and Life Safety Experts • Code Consultation • Are and Egress Modeling • Accessibllity Consultation • Fire Alarm Design • Are Sprinkler Design The purpose of this letter is to respond to recent plan review comments received from your office regarding the Westfield Carlsbad anchor building redevelopment. 1. Code justification for the notation on sheet LS-3, top center, under the Table 601 - Cotnment#2 NOTE: 1. ALL STRUCTURAL ELEMENTS MUST BE NONCOMBUSTIBLE. 2. WHILE A TENANT SEPARATION IS TECHNICALLY NOT REQUIRED WITHIN THE ANCHOR BUILDING. A 1-HOUR FIRE BARRIER TENANT SEPARATION WILL BE PROVIDED TO ALLOW FOR THE FIRE ALARM SYSTEM REQUIREMENTS BE APPLIED INDEPENDENTLY FOR EACH INDIVIDUAL TENANT WITHIN THE ANCHOR BUILDING. 3. NO SEPARATION IS REQUIRED BETWEEN THE MALL CONCOURSE ANO THE ANCHOR BUILDING. The Anchor Building separation has been designed in accordance with CBC Seolion 402,7.3. Level 1 wlll maintain the Anchor Design Team Response: Anchor buildings must be separated from the covered mall building by 2-hour fire barriers (CBC 402.7.2) and covered mall building tenants must be separated from other covered mall building tenants by 1-hour fire partitions (CBC 402.7.1). However, there is no code requirement for individual tenants within an anchor building to be separated from adjacent anchor tenants; only the anchor building itself must be separated from the covered m·a11 building. A fire resistance rated separation will be provided, although not required, to separate tenants within the anchor building to allow each tenant to individually apply fire alarm requirements to the respective space. 2. Provide a diagram of the most remote exit route for the public and the most remote exit route for an employee based on your Regal plan (JPRA Exhibit K) to insure they meet maximum travel criteria. Design Team Response: As a tenant to the covered mall building, CBC Section 402.4.4 requires a 200 foot maximum distance of travel from any point to an exit or entrance to the mall concourse. North Balcony The North Balcony complies with the egress balcony requirements of CBC Section 1019 and therefore the 100 foot increase outlined in CBC Section 1016.2 is permitted. As such, the travel distance limitation for the shell theater tenant occurring along this North Balcony is increased to 300 feet (200 feet base travel distance requirement plus 100 foot travel distance increase). ST. LOUIS • NEW YORK Ms. Cynthia Wong March 6, 2014 Page2 CODE CONSULTANTS, INC. CBC Section 1016.2 permits an additional 100 foot increase to the base travel distance limitation when the last portion of exit access leading to the exit occurs on an exterior egress balcony constructed in accordance with CBC Section 1019. The length of such balcony may not be less than the amount of increase taken. CBC Section 1019.1 requires that balconies used for egress purposes conform to the same requirements as corridors for width, headroom, dead ends and projections. The north balcony complies with each of these provisions: Width: CBC Section 1018.2 requires that corridor width be determined as required to serve the occupant load, but not less than 44 inches. The balcony has been sized to accommodate the occupant flow which requires the balcony to include no less than 80 inches of clear egress width. However, it is important to note that while only 80 inches of the balcony is necessary for egress and will be designed as a walking surface, the entire width of the balcony is approximately 13 feet wide. See the figure below for clarification: Ms. Cynthia Wong March 6, 2014 Page3 CODE CONSULTANTS,.IN_C. Headroom: CBC Section 1003.2 requires a minimum headroom of not less than 7 feet 6 inches for portions of the means of egress. The balcony is unobstructed to the sky so these minimum headroom requirements have easily been satisfied. See the figure below for clarification: 1-·-'.1 ---Anchor Below Ms. Cynthia Wong Match 6, 2014 Page4 Dead-Ends: CODE. CONSULTANTS, INC. CBC Section 1018.2 requires that exit access be arranged such that there are no dead ends in corridors more than 20 feet in length. The balcony has access to exits at both ends, as such a dead-end condition is not created. See figure below for clarification: Projections: CBC Section 1005.2 states that doors, when fully opened, may not reduce the required means of egress width by more than 7 inches. Doors in any position may not reduce the required width by more than one-half. Other nonstructural projections such as trim and similar decorative features are permitted to project into the required width a maximum of 1.5 inches on each side. Balcony projections will comply with these requirements. CBC Section 1019.2 requires egress balconies to oe separated from the interior of the building by walls and opening protectives as required for corridors. An exception indicates that a separation is not required where the exterior egress balcony is served by at least two stairs and a dead-end travel condition does not require travel past an unprotectep opening to reach a stair. The balcony will comply with this exception since an exit stair is located at each end; a separation from the interior of the building is not required. See above figure for clarification. CBC Section 1019.3 requires the long side of an egress balcony to be at least 50 percent open and the open area above the guards must be so distributed as to minimize the accumulation of smoke or toxic gases. The long side of the egress balcony is more than 50 percent open. The exterior wall of the theater is, a minimum 41 feet-2 inches in height. As such, for the balcony to be considered at least 50 percent open, the wall along the long side of the balcony cannot be more than 50 percent of the height of the exterior wall of the theater (maximum height of 20 feet-7 inches). The wall at the long side of the balcony measures 12 feet-2 inches at the highest point. As such, the balcony is considered to be far more than 50 percent open. Ms. Cynthia Wong March 6, 2014 Page5 l':"--!L~ ..__,.11 0 ..,...,., ......... ~ (l)· ..... , •• "'9'.~f'!I'• t!'.J ....... _. ....... ~ ........... ~ €--------~lallo:: ..... \ • CODE CONSULTANTS, me. Ms. Cynthia Wong March 6, 2014 Page6 CODE·CONSULTANTS, INC. Since the North Balcony complies with the egress balcony requirements of CBC Section 1019, the 100 foot increase outlined in CBC Section 1016.2 is permitted. As such, travel distance limitation for the shell theater tenant occurring along this North Balcony is increased to 300 feet (200 feet base travel distance requirement plus 100 foot travel distance increase as described above). East Balcony The East Balcony is considered the landing of the exterior stair serving this side of the building. Per CBC Section 1016.1, travel distance is permitted to terminate at exterior exit stairways. The East Balcony complies with the requirements for an exterior exit stair as such: CBC Section 1026.2 permits the use of exterior exit stairways as a required means of egress for buildings not exceeding six stories above grade or buildings having occupied floors not more than 75 feet above the lowest level of fire department vehicle access. The covered mall building is only 3 stories in height and the highest occupied floor is far less than 75 feet above the lowest level of - fire department vehicle access. CBC Section 1026.3 requires that exterior exit stairways serving as an element of the means of egress be open on at least on side. The exterior exit stair is completely open along the East side all the way to grade. CBC Section 1026.4 requires that the open areas adjoining exterior exit stairs must either be yards, courts, or public ways. The exit stair discharges directly to the public way. CBC Section 1026.5 requires that the exterior exit stair .be located in accordance with CBC Section 1026.6 requires that exterior exit stairs be separated from the interior of the building, however no separation is necessary when the exterior exit stair is served by an exterior balcony that connects two remote exterior stairways, with a perimeter that is not less than 50 percent open. To meet this requirement and be considered open, the opening must be at least 50 percent of the height of the enclosing wall, with the top of the openings no ·1ess than 7 feet above the top of the balcony. The East Balcony is completely open along the perimeter and al? such is more than 50 percent open. Since the East Balcony complies with the requirements for an exterior exit stair, travel distance is permitted to terminate at the exterior stair landing. This exterior exit stair and landing is depicted in the figure below for clarification: • Ms. Cynthia Wong March 6, 2014 Page? CODE,CONS1JLTANTS, lN_C. -1 ;~I 11'-8 1/211 East Balcony exterior exit stair and landing Tenant Interior Fit-Out METAL. GATE& CONCRETE S.06. EXT. EXIT WAY CONCRETE STAIR The tenant interior fit-out drawings will confirm the interior travel distance compliance. Summary Based on the concepts described above, travel distance compliance will be achieved. These concepts are depicted in the mark-up below: oniheexwnor.egressbali:on~lll)01lle100' mcrva&ets.110ues~lll3n 1-------------------,------------£M,1ongrn o!tn~ fl(l)cony, a$ ™l\l\roci pef csc ,01&2. Ms. Cynthia Wong March 6, 2014 Pages CODE·CONSULTANTS, INC. 3. Confirm that Shell is providing a single FA system for the May building which_ EACH tenant will tie into. Please confirm and provide a location where this can be seen on documents. Design Team Response: Main FACP for this building installed at Electrical Room #1 NW of the building, Sheet E-4.00, Fire Alarm System of all tenants are connected to this Main FACP by a min. 1" Conduit, Sheet E-2.01. Addition 2" Conduit provided between two Electrical Rooms at this building, Sheet E-4.00. One 1" conduit provided between Main FACP and the Mall Main Security Room for remote monitoring, Sheet E-4.00. Thank you for the time you have extended to analyze these important concepts. As you are aware the construction of the project is proceeding in order to meet the developer's commitments and a Shell Permit is needed to allow the appropriate inspections. We will contact you to further discuss these responses and answer any questions you may have. Enclosure /clb 1io544/00/Letters/120544.00.000Carlsbad Plan Review Response Letter 2014-03-06.docx BUILDING ENERGY ANALYSIS REPORT PROJECT: Westfield Carlsbad 2525 El Camino Real Carlsbad, CA 92008 Project Designer: J PRA Architects 39300 West Twelve Mille Roud, Suite 180 Fermington Hills, , Ml 48331 Report Prepared by: Roshanian and Associates, Inc. Job Number: Date: 12/24/2013 The EnergyPro computer program has been used to pertorm the.calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC -www.energysoft.com. EileravPro 5. 1 bv EnergySoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Nonresidential Performance Title 24 Forms 3 Form ENV-MM Envelope Mandatory Measures 34 Form MECH-MM ~echanical Mandatory Measures 35 EnergyPro 5.1 by EnergySoft Job Number: ID: User Number: 6071 .. . PERFORMANCE CERT"I_FICATE. OF COMPLIAN'CE. .(P~rt 1 of 3.) PERF-1C Project ·Name .. . I Date Westfield Carlsb~d 12/24/2013 Project Aatlress . I Climate :Zone I Total <;:ond .. Floor Area I Addition Floor Area 2f525 Ei <;;arninq. Real Carlsbad CA Climate Zone 07 ·161,818 n/a GENE.BAL INFORMATION .. Buildin1:f Typez 21 Nonresidential Cl Hi'gh·Ri~e Residential [J Hotel/Motel Guest Room Cl Relocatl:lble -.indicate a specifiG climate zone ·a .all climates .Phase ·olConstruttiom D New Consttu.ction D .Addith)n D Aile.ration STATEMENT OF COMPLIANCE Thi!? certificate e>f compliance lists the building feature.s and spe.clfk:ations needed. to comply, with Till~ ~4. Parts 1 arid 6 of the California, Code of Regulations. This . c.ertific;ate ~ppl/es ~nly to a Building usinQ the performance complianc~ approa~h. · Tbe pocumentatic:m al.!thor hei;ebv certifies that the· d.ocu111entation is. a.cc.ur..ate ana·,comolete. ,,,, Documentation Author-... ~£o_ __ Name , A.INJ!fR.. OG"Y:r.-1~ Si~n~Me ...... ----·r~n'F~ -~ ----7 'Comp~!'IY. .. -Dat.e. .. ... Rg~h!ln(an. B.tJd Ass_ociaJ~.s, Inc. 12124l201S Address . . ... Phon~ 'Clty/Stat~/Zlp. . . . ··-:, The .Rrfnclpal Design~r;hereby Perlities th~t the· proposed'bulfdlng ,de~ign tepr113seo.ted :io this set ot· . :oonstriJ.G.tlar'I d.OCUli.).80t$ i.s C:01'.!S!St~nJ Wifh the othef ootoplial'.\ce form~ and Wotks.tJe~tS; with the specifieations, and with any other f;alc1,d~jion.s ·submltt1:1d with this .permit application, The ptopol:!e(\I bl.iilgi11g:has been designed to meet the energy ,efficlen.cy re.quirernents ¢ont~lned in sections 110, 11 a .. through 1 ta., Md 140 ·thrQugh 1-49 of Title ~4. Part 6·. Pl.ease check .oJie: ENV. LTG. . MECH. J ·hereby .affirm that I am ~liglble·under--the _provislons of Olvisiqh a of the Business and:Professlons Code to P. tJ t:l s1gn this :document as the,person responslbl~ for l}s. prei;iaratlon; and that I am llc~msec;I in the State of :caNlornl<!-as a clYif 13ngineer~ mechanical en_gineer, eli:t.clrlcal.-engineer,. pr I am a licensed architect. Cl tJ J affirm th~t I _atn eligible. under the. provlsfons.c;>f Division 3 of tJw ·eusiness and Profession~ :code by section D 5!'>37 .. 2 or (f73,7.3to sl~n thlsdo,cumeotJ~~llie,p~rsqn resp-onsJble tgrits preparatlen; ani:Hhiit I am a-licensed ,contractor performing '\hfs work. I affirm th;:lt I .am eliglble.1.1nc;ler Dlvis1pn S. i:i! tlie B.us!ness.and Professions Oode·to ~ign this dQcument CJ D .[J p~Qause it.pertains to a:structureortype of'Wotl< ~e~trl.be'd:,,is.:11: \;impt.pursuanl'lo Business andProfes~iQns Code Se(:ltlpns,5537; :s:s-ss aJ1d 67,37.:1, .. i · , ....... r: .LA. ..... ~ Prlnclpt\J~»Yelo~,l~rb;ri. ~ '" ~ -r 1i1) v,n. .. ':· '/' ' ,Signature . . . . . Name . . ·~-!!~>. i-~ ., . ( . . . .. • J • . . CQmpany· . . . . . .. ... ; e t-2q--1at JPBA' Arql/lt_~r::(s . ... .. . A'cit!ri!s·s .. .. ·L:cense·# ~Hl,'lq_ 't :$93_00-,We~t rwel,v~ Mllle,Ro.ud,-Sulte, 18_0. CJty/StateZZ.lp -Phoneiz_'{E, • --11 l .... ~ \ f, t) F.~nnlngton;H/ils,,.,. Ml 1~331 ' ' ,_ ~ . . . . . Pi'.lnclpal ,Mecha.nJc::.al De1igner ,j'ft~ /:l~.-A--~-, . Name NadetPeytJ1aiJ Sig1fat1,1re, -.:·.'. /"' Cf_,r .- ,QotpparfY' . Roshanlan '&AsJoqf~tes./nq. Date t :4 .l,z./,/ 2-P.l 3 · Ad.dte.s~ . .. .. .. .• . . '"'cerise.# M ~?->S"BO . ~"404 Wifsh/te·B/Vd#fi1.0 •. .. :ctti/&t"1ea1_p ~-, -Phon~ .. ~os At!gfi[e_$, 9.A ;(!QOilB ... 3i3-9:!3.-5252 · '.Principal Ughtlng OesiQnf!r-.. . .. ~ ,,'. '' ' ' . ·N.~l'l;I~ Af.1m :Roshahli!cn Sl9,nature Q1JL ~ ._·: Cbmpany "Rosha.nl~n .~.Ast;pai~t'!~ 1n:P, .. Date 1-2/~41iQt3 ---· ,Address .. . -_, License# .E/11796 :(340'4 W!l,hire Blv.cfl(Bt ()· . Q1ty1s1a1e1Zlp Los Ange.tes, qA ~0048. Phone . ~23,933-5252 .. · 'JNSTRUCTIO.NS TO AP-PLICANT COMPLIANCE Bi WORKS.HE~$ .{clie:C~ ijox:JfWQt~she~ts are 1.i:tcluded) Er 1;:NY•10 -Certificate J>f ·con:tpllanc~, :Req1,ffred· on pl{ini. @, MECH-le Certlilt:ate,Qf 'CQmp!iari!:ie;· Required .on-plans. El' LTG·1C· Cer:.tlllcate oi:Con,pll!ince. Required on'pians. El MEC!i-20: Alr/Water$1d.e/Service Hot Water & Po.cl Reqliirem!lnts. d i.T.G,2b, t]ghll.ng .Contr9(s (:lredltWotkiiheet. Iii MEQA?:3:<;f Mechanlcaj Ventilation.and Reheat, El l'(G-~Q ln~_oo,r Llgfltlng·~owe-r Allowan¢e.,_ El M~CW§Q, M~_p_hanit:a! Equlpmer:it DetaJls, Ene.rgyPro :5i1 .bv l;nergySof/ . :1:1.ser Nurrioer: ·6071 .R'unt,fd.ef: 2D13:-12.~24T1:il:41:59 ID: Page3of35 . -. . (.. PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 2 of 3) PERF-1C Project Name I Date Westfield Carlsbad 12/24/2013 ANNUAL TDV ENERGY USE SUMMARY (kBtu/saft-:vr) Standard Proposed Compliance Enerav Component Desian Design Margin Heating j· Space Heating .. 11.07 9.44 1.64 Cooling ·---,-~ -..... -· Space Cooling 162.47 57.74 104.73 -. Fans !" -~ - Indoor Fans 53.35 78.60 ~25.25 -,- --;--: Heat Rejection 0.00 0.00 0.00 Heat Rej ----· ----- Pumps & Misc. 0.60 Pumps -----" --·" --. 0.00 0.00 -~-- DHW __ ..,,., .. ,, ..... ,, Domestic Hot Water 45.02 45.02 0.00 -. -- Lighting .,,.. ... ..,.,, •"! ,. Lighting 80.30 80.30 0.00 ... --,- ~· Receptacle 39.56 39.56 0.00 Receptacle -. _ :. • -- Process 163.25 163.25 0.00 Process • ·-·-· -·. · Process Lighting 0.00 0.00 0.00 Process Ltg •-:_ · · -.. : · . -. TOTALS 555.03 473.91 81.12 Percent better than Standard 14.6% ( 20.7 % excluding process) BUILDING COMPLIES GENERAL INFORMATION Building Orientation (N) 0deg_ Conditioned Floor Area 161,818 sqft. Number of Stories 1 Unconditioned Floor Area 6,205 sqft. Number of Systems 143 Conditioned Footprint Area 76,432 sqft. Number of Zones 15 Natural Gas Available On Site Yes Orientation Gross Area Glazing Area Glazina Ratio Front Elevation (N) 16,483 sqft. 2,570 sqft. 15.6% Left Elevation (E) 6,639 sqft. 618 sqft. 9.3% Rear Elevation (S) 16,928 sqft. 5,850 sqft. 34.6% Right Elevation (v\1 823 sqft. 221 sqft. 26.9% Tota:! 40!873 sqft. 9,259 sqft. 22.7% Roof 72,427 sqft. 0 sqft. 0.0% Standard Proposed Prescriptive Values for Prescriptive Lighting Power Density I 1.141 / W/sqft. I 1.141 W/sqft. Comparison only. See Prescriptive Envelope TDV Energy I 1,469,514/ I 2,022,556 L TG-'1 C for allowed LPD. Remarks: EnemvPro 5. 1 bv'EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae4of35 (. J' PERFORMANCE CERTIFICATE OF COMPLIANCE (Part 3 of 3) PERF-1C Project Name Westfield Carlsbad I Date 12/24/2013 ZONE INFORMATION Floor Inst. Ctrl. Allowed LPD Proc. Area LPD Credits Area Tailored Loads Svstem Name Zone Name Occupancy Type (sqft.) (W/sf)1 (W/sf)2 (W/sf)3 (W/sf)4 (W/sf) WSHP 24 Hour Fitness Exercise, Gymnasium 33,532 *1.000 Basketball Court Exercise, Gymnasium 6,032 *1.000 WSHP 1-1 Corridor 1st Floor Corridor/Restroom/Support 823 *0.600 Trash Al/Others 3,201 *0.600 WSHP Retai/#1 Retail Sales, Wholesale 13,979 *1.600 13.000 Retai/#2 Retail Sales, Wholesale 24,364 *1.600 Retai/#3 Retail Sales, Wholesale 7,970 *1.600 13.000 Restaurant Dining 9,406 *1.100 13.000 UNCONDITIONED ZONE Corridor/Restroom/Support 4,890 *0.600 WSHP1-21 ElecRoom Electrical, Mechanical Room 553 *0.700 WSHP 1-19 ElecRoom Electrical, Mechanical Room 387 *0.700 WSHP1-20 LOBBY-RETAIL Retail Sales, Wholesale 3,000 *1.600 RTU Cinema Theater, Motion Picture 58,425 *0.900 STAIRS Al/Others 1,315 *0.600 FCU-1 Elevator Machine Room Electrical, Mechanical Room 146 *0.700 5.000 Notes: 1. See LTG-1C 2. See L TG-2C 3. See L TG-3C 4. See L TG-4C Items above require special documentation (items marked with asterisk, see LTG-1-C bv others) Cbv others\ EXCEPTIONAL CONDITIONS COMPLIANCE CHECKLIST The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the-adequacy of the justifications, and may reject a building or design that otherwise complies based on the adequacy of the special fustification and documentation submitted. The _Hot Water Pump includes a Variable Speed Drive. The Cooling Tower 250 Ton Tower includes a Variable Speed Drive on the fan motor. The HVAC System WSHP incorporates HERS verified Duct Leakage. Ta;get leakage is calculated and documented on the MECH-4-A. The HVAC System WSHP includes Demand Control Ventilation per Standards Section 121. The HVAC System WSHP incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The HVAC System WSHP 1-20 includ_es Demand Control Ventilation per Standards Section 121. The HVAC System FCU-1 incorporates HERS verified Duct Leakage. Target leakage is calculated and documented on the MECH-4-A. The-HVAC System Canier 50PCH-60 includes an Economizer. This system has a cooling output< 75,000 Btuh or a supply cfm < 2500. The-HVAC System Canier WSHP-RETAILS includes an Eqonomizer. This system has a cooling output< 75,000 Btuh or a supply cfm < 2500. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp Enerr:,yPro 5. 1 bv EnergySoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page5of35 i .... __ _J CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST . . . Project Name I Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 2525 El Camino Real Carlsbad 161,818 nla GENERAL INFORMATION BuildinQ Type: !t'.I Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School 121 Conditioned Spaces D Unconditioned Spaces BldQ. D Skylight Area for Large Enclosed Space ;:: 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component 121 Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C I I "'" ~;: ... a: a: >< C ..-... ..... "' '5 0 !!:. (II -0 G) 0 0 Cl ... ... Cl :E ,n -ui -~.a .2 G) 0 C C u 'i: G) ·-C C • :u "i: "i: ·.: -G) 'ti ::s (I) (II .!!!W (II ·-(II J2 .2 ... ::s C C2. c-~ l!! ~ >> -... G) -G) ... ·-C2. 0 (II (I) 'iii ... ·-(II I >< (II >< ::s -(II -::s ~< (II Tag/ID Assembly Type < oz (.)D:: W> w II.. .5> .5 II.. (.)en ll. II.. 1 Wal/BG 1,808 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 2 FloorBG 33,532 (N) 0.730 None 4.4.7-A1 New D D 3 Wal/BG 3,400 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 4 Wall 274 (E) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 5 Wall 1,155 (N) 0.106 R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New D D 6 Wall 849 (N) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New D D 7 Wall 602 (IN,) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 8 Roof 6,032 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New D D 9 Wall 653 (E) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New D D 10 Door 21 (E) 0.199 None 3.6 None 4.5.1-A2 New D D 1. See Instructions in the Nonresidential·Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ 3: (I) ~ ... ... (.) Cl C --C 0 ,Sui ~ ~ G) G G) (II E en C • E :c (.) u .c 'ti ::s (II a,W i~ (II >< (/) C, ... ... (I) ~ Fenestration l!! II;-::s :c i5 G) C'lij (I) c§z 0 1116: > o-(II ~ Tag/ID Type < ::, U) ==-U) U) 0 (.) (/) ll. 1 Window 618 (E) 0.290 NFRC 0.330 NFRC D New D D 2 Window 2,570 (N) 0.290 NFRC 0.330 NFRC D New D D .. 3 Window 221 (IN,) 0.290 NFRC 0.330 NFRC D New D D 4 Window 5,850 (S) . 0.290 NFRC 0.330 NFRC D New D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paae 6of35 CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 2525 El Camino Real Carlsbad 161,818 nla _GENERAL INFORMATION Buildino Tvoe: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School li1I Conditioned Spaces D Unconditioned Spaces Bldo. D Skylight Area for Large Enclosed Space ~ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component li1I Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C d: I ""' :8 3: ... a: >< C f ... ... ., ., :s 0 ra ~ 0 G) 0 0 Cl ... ... Cl E en -en () ~.2 "i: cu ·-C .!2 G) .g .!: C ra C ~ ra ·-ra sa t "i: :» .a. -G) 'Cl ::I Vl ':!.. f .!! w II. la>. -.. G) l:: Ca. c-Vl oz~ ::, >< ra >< ::I .... ra -::I ~.¥-0 ta IQ 'iii Tag/ID Assembly Tvoe _ < oa: W> w II. .S> .s II. oiii D. II. 11 Wall 817 (SJ 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 12 Wall 1,784 (SJ 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New D D 13 Wall 49 (NJ 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 14 Door 56 (NJ 0.199 None 3.6 None 4.5.1-A2 New D D 15 Slab 823 (NJ 0.730 None 4.4.7-A1 Existing D D 16 Slab 3,201 (NJ 0.730 None 4.4.7-A1 New D D 17 Wall 439 (NJ 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 18 Door 445 (NJ 0.918 None 0.4 None 4.5.1-A6 New D D 19 Slab 13,979 (NJ 0.730 None 4.4.7-A1 New D D 20 Wall 1,428 (NJ 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 New D D 1. See Instructions in the Nonresidential Compliqnce Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ 3: Vl f .. .. 0 Cl C -~ C 0 ,sen ~ ~ G) C, G) ta Ecn C ~ l:? ::c ou .c 'Cl ::I ra G) w ~if ra >< en C, .. .. Vl N Fenestration f II. ::I ::c is G) c-Vl ·.:: ... 0 ra ..... > o.S IQ ~ Tag/ID Tvoe < oz == ::, ::, en ::: e. enen 0 Oen D. D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 20J3-12-24T14:47:59 ID: Page 7of35 \.., .CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 2525 El Camino Real Carlsbad 161,818 nla GENERAL INFORMATION Buildina Tvoe: li2I Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School li2I Conditioned Spaces D Unconditioned Spaces BldQ. D Skylight Area for Large Enclosed Space~ 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component li2I Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I Odeg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C ci: I '<I' ~== .. a: >< C ~ .. .... .. =s 0 ca • ~ Cl) 0 0 Cl .. .. Cl E f/) .... fl) ~= ·;: Q) ·-C .2 Cl) .g .5 C C • ~-"i: .... Cl) "C :I 1/j ca .~w ca ·-ca .!.2 .. :I Cl) I: C Cl. C""' ~ !!! u. iP:· ...... CD-~~ o ca 1/j 'iii ... :::, >< ca >< :I .... ca .... :I ca Tag/ID Assemblv Tvoe < oz oa: W> WU. .5> .5 u. oin C. u. 21 Wal/BG 2,720 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 22 FloorBG 24,364 (N) 0.730 None 4.4.7-A1 New D D 23 Wall 2,244 (S) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New D D 24 Roof 7,970 (NJ 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New D D 25 Wall 2,244 (S) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 26 Wall 792 (S) 0.106 R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New D D 27 Door 21 (S) 0.199 None 3.6 None 4.5.1-A2 New D D 28 Wall 1,571 (S) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 New D D 29 Wall 778 (S) 0.106 R-22 1.6 Wood 1.2 Wood 4.3.3-A8 New D D 30 Wall 332 (S) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New D D 1. See Instructions in the Nonresidential Compliance Manual; page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ 3:: 1/j ~ .. .. 0 Cl C ..... C 0 .sw ~ .s Cl) C, 08 ca E UJ C • u ~ ::c ..c "C :I ca Cl)w >< ca if >< fl) C, :5 .. 1/j ~ Fenestration !!! ca u. :I Cl) C "«j 1/j c§ z 0 ca~ ::c 0 > 0 .... Ill "iii Tag/ID Tvoe < ==:::, :::, fl) == 5. fl) fl) 0 ow C. u. D D D D D D D D D D D D D D D D D D D D D D D D - D D D D D D 1. See Instructions in the Nonresidential Cc;impliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EneravPro 5. 1 by EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paqe 8of35 I. ,_ CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 2525 El Camino Real Carlsbad 161,818 nla GENERAL INFORMATION Buildina Tvoe: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School @ Conditioned Spaces D Unconditioned Spaces Sida. D Skylight Area for Large Enclosed Space ~ 8000 ft2 (If checked include the ENV-4C with submittal) Phase ofConstruction: D New Construction D Addition D Alteration Approach of Compliance: D Component @ Overall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS iNSULATION C ri:. I "I° ~3: .. a: >< C .r .. .... "' '6 0 s. Ill • g G) 0 0 Cl .. .. Cl E u, -1/J t) ~= ·.: Cl) ,_ C .5! G) .g .e C C • :U·;:: -G) 'O ::, Ill Ill .!!!W if ·-Ill sa .. ::, C l2. c-':1.. G) >> -.. a>-G) .. Ill .. .. :::, fll I >< Ill >< ::, -Ill -::, ~: 0 Ill Ill 'iii · Taa/1D Assemblv Tvne ci: oz oa: W> WU. .5> .5 u.. oc'ii Q. u.. 31 Wafl 117 (S) 0.111 R-22 1.2 Wood 0.9 Wood 4.3.3-A8 New D D 32 Wall 183 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 33 Door 21 (N) 0.199 None 3.6 None 4.5.1-A2 New D D 34 Wal/BG 280 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 35 FloorBG 387 (N) 0.730 None 4.4.7-A1 New D D 36 Wall 210 (S) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 37 Door 168 (S) 1.450 None 4.5.1-A1 New D D 38 Roof 3,000 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New D D 39 Wall 5,319 (N) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New D D 40 Wall 2,977 (E) 0.111 R-22 2.1 Metal 1.2 Wood 4.3.3-A8 New D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE DETAILS .§ 3: Ill f .. .. 0 Cl C -. C 0 sw g ~ G) CJ G) Ill :20 C • (.) E :c OE .c 'O ::, Ill a,W >< if Ill :I >< (/) CJ ::, ~ C 'li:i Ill N Fenestration 2! u.. Ill "i: .. ftl I I 0 111~ :c 0 > o-Ill 'iii Tag/ID Type ci: oz :i: ::) ::) (/) ::i: e. 1/J 1/J 0 01/J Q. u.. D D D D D D D D D o D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then-describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EnergyPro 5. 1 by EnergySoft User Number: 6071 RunCode: 2013-12-24714:41:59 ID: Paae 9of35 '- CERTIFICATE OF COMPLIANCE (Part 1 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 Total Cond. Floor Area I Addition Floor Area 2525 El Camino Real Carlsbad 161,818 n/a GENERAL INFORMATION Buildina Tvoe: ~ Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Iii Conditioned Spaces D Unconditioned Spaces Sida. D Skylight Area for Large Enclosed Space ;.: 8000 ft2 (If checked include the ENV-4C with submittal) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component Iii Ov~rall Envelope D Unconditioned (file affidavit) Front Orientation: N, E, S, W or in Degrees: I 0deg FIELD INSPECTION ENERGY CHECKLIST OPAQUE SURFACE DETAILS INSULATION C . . '<I' ~== .. a: a: >< C f .. .... .., iS 0 I'll ~ ~ G) 0 0 Cl .. .. Cl B UJ -Cll ~= "i: G) •-C .2 G) 0 C C C ~ t "i: "i: ·;:: -G) '0 ::I Vl Ill .!!!W 8!. ·-Ill J!! .2 .. ::I C C. Ciij N G) >> -.. G) -G) .. Vl 'iii .. .. :::, Ill • >< Ill >< ::I -Ill -::I ·-C. o-Ill Taa/1D Assemblv Tvoe < oz oa: W> WU. .E> .Eu. .s; < (.) Cl) Q. u. 41 Door 105 (E) 1.450 None 4.5.1-A1 New D D 42 Roof 51,640 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New D D 43 Wall 3,969 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D 44 Wall 1,886 (E) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8. New D D 45 Door 105 (E) 1.450 None 4.5.1-A1 New D D 46 Roof 3,785 (N) 0.069 R-30 1.2 Metal 0.7 Metal 4.2.5-A13 New D D 47 FloorBG 146 (N) 0.730 None 4.4.7-A1 New D D 48 Wal/BG 288 (N) 0.111 R-22 0.9 Wood 1.2 Wood 4.3.3-A8 New D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail, theh describe.on Page 2 of the Inspection Checklist Form and .take appropriate action to correct. A fail does not meet compliance. FENESTRATION SURFACE.DETAILS .§ 3:: Vl f .. .. (.) Cl C iuf C 0 ~ ~ G) Cl (.) ~ I'll Eu, C ~ u :J: .c '0 ::I Ill a,W ><8!. Ill .. >< Cl) Cl ::I ... Vl N Fenestration l!! u. ::I G) c-Vl ·a: --Ill • 0 111-:J: 0 > 0 JJ! Ill 'iii . Tag/ID Type < oz :S:::::, :::, Cl) :s e. Cl) Cl) 0 (.) Cl) Q. u. D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D 1. See Instructions in the Nonresidential Compliance Manual, page 3-96. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary . . EnergyPro 5.1 byEnergySoft User Number: 607.1 RunCode: 2013-12-24T14:47:59 ID: Page 10of35 '-) ·CERTIFICATE OF COMPLIANCE (Part 2 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Westfield Carlsbad 12/24/2013 ROOFING PRODUCT (COOL ROOFS) (Note if tfie roofing product is not CRRC certified, this compliance approach cannot be used). Go to Overall Envelope Approach or Performance Aonr.oach. CHECK APPLICABLE BOX BELOW IF EXEMPT FROM THE ROOFING PRODUCT "COOL ROOF" REQUIREMENTS: Pass Fail1 N/A D Roofing compliance not required in Climate Zones 1 and16 with a Low-Sloped. 2:12 pitch or less. D D D D Roofing compliance not required in Climate Zone 1 with a Steep-Sloped with less than 5 lb/ft2• Greater than 2:12 pitch. D D D D Low-sloped Wood framed roofs in Climate Zones 3 and 5 are exempted, solar reflectance and thermal emittance or D D D SRI that have a LI-factor of 0.039 or lower. See Ooaque Surface Details roof assembly, Column H of ENV-2C. D Low-sloped Metal building roofs in Climate Zone 3 and 5 are exempted, solar relectance and thermal emittance or SRI D D D that have a LI-factor of 0.048 or lower. See Ooaaue Surface Details roof assernblv below, Column H of ENV-2C. D The roof area covered by building integrated photovoltaic panels and building integrated solar thermal panels are D 0 0 exemoted. Solar reflectance and thermal emittance or SRI, see spreadsheet calculator at www.enernv.ca.nov/title24/ D Roof constructions that have thermal mass over the roof membrane with a weight of at least 25 lb/Ware exempt from 0 0 0 the Cool Roof criteria below. D High-rise residential buildings and hotels and motels with low-sloped roofs in Climate Zones 1 through 9, 12 and 16 are 0 0 D exemoted from the low-slooed roofina criteria. 1. If Fail then describe on _this page of the Inspection Checklist Form and take appropriate _action to correct. Verify building plans if necessary. CRRC Product ID Roof Slope Product Weight Product Aged Solar Thermal Number1 s 2:12 > 2:12 < 5lb/tt2 <! 51b/tt2 Tvoe2 Reflectance3 Emmitance SRl5 Pass Fail6 D D D 0 04 0 0 0 0 0 0 04 D D d D D D 04 0 0 0 0 0 0 04 0 0 Cl 0 D D -D4 D D D 0 D i:J 04 0 0 1. The CRRC Product ID Number can be obtained from the Cool Roof Rating Council's Rated Product Directory at www.coolroofs.org/i;iroducts/search.i;ihi;i 2. Indicate the type of product is beihg used for the roof top, i.e. single-ply roof, asphalt roof, metal roof, etc. 3. If the Aged Reflectance is not available in the Cool Roof Rating Council's Rated Product Directory then use the Initial Reflectance value from the same directory and use the equation (0.2+0.7(Pmma1 -0.2) to obtain a calculated aged value. Where pis the Initial Solar Reflectance from the Cool Roof Rating Council's Rated Product Directory. 4. Check box if the Aged Reflectance is a calculated value using the equation above. 5. The SRI value needs to be calculated from a spreadsheet calculator at htti;i://www.energy.ca.cjov/title24/ 6. If Fail then describe on this cage of the Inspection Checklist Form and take aooropriate action to correct. Verify building plans if necessary. To apply Liquid Field Applied Coatings, the coating must be applied across the entire roof surface and meet the dry mil thickness or coverage recommended by the coatings manufacturer and meet minimum performance requirements listed in §118(i)4. Select the applicable coating: 0 Aluminum-Pigmented Asphalt Roof Coating I D Cemerit-Bas~d Roof Coating I q Other Discrepancies: EnerqvPro 5. 1 bv EneravSoft User Number: 6071 . RunCode: 2013-12-24T14:47:59 ID: Paae 11 of35 ·-j CERTIFICATE OF COMPLIANCE (Part 3 of 3) ENV-1C AND FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Westfield Carlsbad 12/24/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below is the acceptance test for Envelope Fenestrations system. The designer is required to check the acceptance tests and list all the fenestration products that require an acceptance test. If all the site-built fenestration of a certain type requires a test, list the different fenestration products and the number of systems. The NA? Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible pqrty to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or whenever new fenestration is installed in the building or space shall be certified as meeting the Acceptance Requirements. The ENV-2A form is not considered a complete form and is not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) of Title 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the ENV-2A for each different fenestration product line must be provided to the owner of the building for their records. Test Description ENV-2A Test Performed Bv: Fenestration Products Name or ID Area of like Building Envelope Requirinq Testinq or Verification Products Acceptance Test Double Pane-Low E 9,259 @ D D D D D D D D D D D D D D D D D D D D D D D D D EneravPro 5. 1 bv EnemvSoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paae 12 of35 ·>. CERTIFICATE OF COMPLIANCE Project Name Westfield Carlsbad (Part 1 of 3) INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST LTG-1C I Date 12/24/2013 Installation Certificate, L TG-1-INST (Retain a copy and verifv form is completed and signed.) Field lnsoector D Certificate of Acceptance, L TG-2A and L TG-3A (Retain a copy and verify form is completed and signed.) Field Inspector D A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Liahtina Schedule is onlv for: Ill CONDITIONED SPACE D UNCONDITIONED SPACE A None or Item Tao The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with §146(a). Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the calculation of actual indoor lighting power density in accorqance with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts) Installed Watts B Complete Luminaire Description1 (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballasts) Standard Allowance: 13979 sqft at 1.600 wlsf Standard Allowance: 146 sqft at 0. 700 wlsf Standard Allowance: 24364 sqft at 1.600 wlsf Standard Allowance: 3000 sqrt at 1.600 wlsf Standard Allowance: 3201 sqrt at 0.600 wlsf Standard Allowance: 33532 sqft at 1.000 wlsf Standard_Allowance: 387 sqft at 0. 700 wlsf Standard Allowance: 553 sqft at 0. 700 wlsf Standard Allowance: 58425 sqft at 0.900 wlsf Standard Allowance: 6032 sqrt at 1.000 wlsf Standard Allowance: 7970 sqrt at 1.600 wlsf Standard Allowance: 823 sqft at 0.600 wlsf Standard Allowance: 9406 sqft at 1. 100 wlsf Building total number of pages: C D E F How wattage Was determined Q) 0 "O Cl~ CEC C: 0 ·-C".) Default -e~ 0<.0> From (.) (.) 0 NA8 <( I- D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D Installed Watts Paae Total: Installed Watts Building Total /Sum of all oaaes) Enter into L TG-1 C Page 4 of 4 G H "Field . ,lnsPedtor ,' U:::-,·, .,. ·, X , ·" ., -0 Cl OJ~ =ce J!3 , en ~~ ~ i, ~ . ~ ,:,: 22,366 · t:f:' · ti 102 · :[] : ; CJ··: 38,982 >tr o · 4,800 ·.1:r;. tr · 1,921 p : . , t.( .; 33,532 . ti-.: :o . : 271 • 'l:J -. . t:li ~ 387 ti"' 0: 52,583 )3:' 0:: 6,032 .. ,:P :P 12,752 :n,.:_:O:: 494 • D ,: ·P· ;, 10,347 tj: ;Cl · o: tJ,., "· , .:,• ' 184,569 ·. 184,569 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae 13of35 CERTIFICATE OF COMPLIANCE · Project Name Westfield Carlsbad (Part 1 of 3) INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST LTG-1C I Date 12/24/2013 Installation Certificate, L TG-1-INST (Retain a coov and verify form is completed and signed.) Field Inspector D Certificate of Acceptance, LTG-2A and L TG-3A (Retain a copy and verify form is completed and signed.) Field Inspector D A separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces Installed Lighting Power listed on this Liahtina Schedule is onlv for: D CONDITIONED SPACE ·0 UNCONDITIONED SPACE Ill Ill A None or Item Taa The actual indoor lighting power listed below includes all installed permanent and portable lighting systems in accordance with §146(a) .. Only for offices: Up to the first 0.2 watts per square foot of portable lighting shall not be required to be included in the calculation of ;:ictual indoor lighting power density in accordance with the Exception to §146(a). All portable lighting in excess of 0.2 watts per square foot is totaled below. Luminaire (Type, Lamps, Ballasts) B Complete Luminaire Description 1 (i.e, 3 lamp fluorescent troffer, F32T8, one dimmable electronic ballasts) Sfandard Allowance: 1315 sqrt at 0.600 w/sf Standard Allowance: 4890 sqrt at 0.600 wlsf Building total number of pages: C Installed Watts D E F How wattage Was determined 0) 0 ~ ""a, -0 -U) Cl~ 0 Q) Q) ~ CEC C: 0 m·ffi a.·«j ·-(") :ig .5 Default "E ,-..0 C: 0 co, ~-E cu E From t.) 3.3 t.) 0 z.3 NA8 <0- D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D Installed Watts Paae Total: Installed Watts Building Total /Sum of all oaaes) Enter into L TG-1 C Paae 4 of 4 G U:-x H Field . . lrjsoe.dtor:2 : -0 Cl •. Q) ~ ... = U) _e15 I; ':::OS'·_: .E 3 ·°' it'.· ' 2,934 p >"tl: ; -P ,-E(' -tJ• . [l ·er ·rl:· ,-jj· .··[j:·· .P ,O_; _p.·tf· • ·er··: ]j'.' ---·~-~ ;ti : .. El: 3,723 1. Wattage shall be determined according to Section 130 (d and e). Wattage shall be rating of light fixture, not rating of bulb. 2. If Fail then describe on Page 2 of the Inspection Checklist Form and take appropriate action to correct. Verify building plans if necessary. EneravPro 5. 1 bv EneravSoft. User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page 14of35 CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG-1C Project Name I Date Westfield Carlsbad 12/24/2013 INDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST Fill in controls for all spaces: a) area controls, b) multi-level controls, c) manual daylighting controls for daylit areas > 250 ft2, automatic daylighting controls for daylit areas> 2,500 ft2, d) shut-off controls, e) display lighting controls, f) tailored lighting controls - general lighting controlled separately from display, ornamental and display case lighting and g) demand responsive automatic controls for retail stores > 50,000 ft2, in accordance with Section 131. ' ,--Field:-MANDATORY LIGHTING CONTROLS -FIELD INSPECTION ENERGY CHECKLIST . 1'nsiiectcir Number Special ,. Type/ Descriotion of Units Location in BuildinQ Features -:Ras_s _.:_ .Fa:iL D '.[), JJ. "' , -~ ' --' D ,t] -' .[} ---- D i:_:D ., · ... '·;_ ' 'ti_ -~ D JJ-') I ' 'El ; " . -· -·-r ··- D ____ :[]'_ ,-' '.D -- D ·-,o ._ _ti ,., ·--,_, D D El -------- D : ti -;: :o_--· . - D -. ::El --·: JJ:·:; -- D _;I:J': --D .. : D n ---tJ --. -,, .. .. D . --o·· Jo . -.. D /EJ ---t]-/ --D -,d:,-i-: ,:[:] ,: ----- D ; ;,.CJ" . ___ O ___ : ,- D ;0, ' ' --D: , 'io· ,_ 'd:· D D '._ti ' ~ :i:l -:: -" ~ ~ .. D ' -.EI· -" ' '-,-0:·-.·· D :u ,D· .. .. .. .. ---D -_:CJ'.: ·o ~ : D -'' D --•''j:5··, ' -,. D b· -'JJ_ D ._ d:I _,:_ .:•D. .,, SPECIAL FEATURES INSPECTION CHECKLIST (See Paae 2 of 4 of LTG-1C) The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Field Inspector's Notes or Discrepancies: EneravPro 5. 1 by EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paqe 15of35 A CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1C Project Name I Date Westfield Carlsbad 12/24/2013 CONDITIONED AND UNCONDITIONED SPACE LIGHTING MUST NOT BE COMBINED FOR COMPLIANCE Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting 184,569 Installed Lighting 3,723 (from Conditioned LTG-1C, Paae 2) /from Unconditioned L TG-1 C, Paae 2) Lighting Control Credit -0 Lighting Control Credit -0 Conditioned Soaces /from L TG-2C) Unconditioned Spaces (from L TG-2C) Adjusted Installed = 184,569 Adjusted Installed = 3,723 Liahtina Power Liahtina Power Complies if Installed S Allowed 1 Complies if Installed S Allowed 1 Allowed Lighting Power 184,569 Allowed Lighting Power 3,723 Conditioned Spaces (from L TG-3C or PERF-1) Unconditioned Spaces (from L TG-3C) Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. L,isted below is the acceptance test for the Lighting system, L TG-2A and L TG-3A. The designer is required to check the acceptance tests and list all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. If all the lighting system or control of a certain type requires a test, list the different lighting and the number of systems. The NA? Section in the Appendix of the Nonresidential Reference Appendices Manual describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Forms can be grouped by type of Luminaire controlled. Enforcement Agency: Systems Acceptance. Before Occupancy Permit is granted for a newly constructed building or space or when ever new lighting system with controls is installed in the building or space shall be certified as meeting the Acceptance Requirements. The L TG-2A and L TG-3A forms are not considered complete forms and are not to be accepted by the enforcement agency unless the boxes are checked and/or filled and signed. In addition, a Certificate of Acceptance forms shall be submitted to the enforcement agency that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of §10-103(b) ofTitle 24 Part 6. The field inspector must receive the properly filled out and signed forms before the building can receive final occupancy. A copy of the L TG-2A and L TG-3A for each different lighting luminaire control(s) must be provided to the owner of the buildinQ for their records. LTG-2Aand Luminaires Controlled LTG-3A Controls and Sensors and Number of Automatic Luminaires Daylighting Controls Eauioment Reauirina Testina Description controlled Location Acceotance D D D D D D D D D D D D D D D D EnergyPro 5. 1 bv EnergySon -user Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page 16of35 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2525 El Camino Real Carlsbad 161,818 nla GENERAL INFORMATION Buildina Tvoe: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. ltl Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags 250 Ton Tower D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tvoe3: Variable-Speed-Fan Cooling Tower D D Number of Svstems 2 D D Max Allowed Heatina Caoacitv1 nla D D Minimum Heatina Efficiencv1 nla D D Max Allowed Coolina Caoacitv1 250.0 tons D D Coolina Efficiencv1 10 °F Approach D D Duct Location/ A-Value _ nla D D When duct testing is required, submit nla D D MECH-4A & MECH-4-HERS Economizer nla D D Thermostat nla D D Fan Control nla D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags Lochinvar CHN2072 D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tvoe3: Gas Fired HW Boiler D D Number of Svstems 1 D D Max Allowed Heatina Caoacitv1 2,072,000 Btl!lhr D D Minimum Heatina Efficiencv1 95% D D Max Allowed Coolina Caoacitv1 nla D D Coolina Efficiencv 1 nla D D Duct Location/ R-Value nla D D When duct testing is required, submit nla D D MECH-4A & MECH-4-HERS Economizer nla D D Thermostat D D Fan Control nla D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. lnc;!icate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EnemvSoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paae 17 of35 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project N~me Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2525 El Camino Real Carlsbad 161,818 n/a GENERAL INFORMATION Buildino Type: '21 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces ( affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Requirements Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags WSHP D D (i.e. AC-1, RTU-1, HP-1) Eauipment Tvoe3: Hydronic Heat Pump D D Number of Systems 14 D D Max Allowed Heatina Caoacitv1 173,800 Btu/hr D D Minimum Heatino Efficiency1 4.80 COP D D Max Allowed Coolina Caoacitv1 125,900 Btu/hr D D Coolina Efficiencv1 13.0EER D D Duct Location/ A-Value Attic, Ceiling Ins, unvented I 8.0 D D When duct testing is required, submit Yes D D MECH-4A & MECH-4-HERS Economizer Diff. Enth (Integrated) D D Thermostat .Setback R~quired D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Equipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags . WSHP 1-1 D D (i.e. AC-1, ATU-1, HP-1) Eauipment Type3: Hydronic Heat Pump D D Number of Systems 1 D D Max Allowed Heatino Capacity1 83,300 Btu/hr D D Minimum Heatino Efficiencv1 4.50 COP D D Max Allowed Coolino Capacity1 61,500 Btu/hr D D Coolina Efficiency1 13.0EER D D Duct Location/ A-Value Conditioned I 8. O D D When duct testing is required, submit MECH-4A & MECH-4-HERS No D D Economizer Diff. Enth (Integrated) D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. Fpr additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro 5. 1 bv EnerovSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae 18 of35 CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area 2525 El Camino Real Carlsbad 161,818 nla GENERAL INFORMATION Building Tvoe: 0 Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. Iii Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Energy Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reauirements Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags WSHP D D /i.e. AC-1, RTU-1, HP-11 Eauioment Tvoe3: Hydronic Heat Pump D D Number of Svstems 49 D D Max Allowed Heatina Caoacitv1 83,300 Btu/hr D D Minimum Heatina Efficiencv1 4.50 COP D D Max Allowed Coolina Caoacitv1 61,500 Btu/hr D D CoolinQ Efficiency1 13.0EER D D Duct Location/ R-Value Attic, Ceiling Ins, unvented I 8.0 D D When duct testing is required, submit MECH-4A & MECH-4-HERS Yes D D Economizer Diff. Enth (Integrated) D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags (i.e. AC-1, RTU-1, HP-1 l WSHP 1-21 D D Equipment Type3: Hydrbnic Heat Pump D D Number of Systems 1 D D Max Allowed HeatinQ Capacity1 19,700 Btu/hr D D Minimum HeatinQ Efficiency1 3.42 COP D D Max Allowed Coolina Caoacitv1 29,200 Btu/hr D D Coolina Efficiencv1 31.3EER D D Duct Location/ R-Value Conditioned I 8. O D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. lf'the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnergyPro~1byEnergySoft User Number: 6071 . RunCode: 2013-12-24714:47:59 ID: Page 19 of35 CERTIFICATE OF COMPLIANCE and (Part1 of4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 l Total Cond. Floor Area Addition Floor Area 2525 El Camino Real Carlsbad 161,818 nla GENERAL INFORMATION Buildina Tvoe: liZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. Ii:! Conditioned Spaces D Unconditioned Spaces <affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reauirements Equipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags WSHP 1-19 D D (i.e. AC-1, RTU-1, HP-1) Eauioment Type3: Hydronic Heat Pump D D Number of Systems 1 D D Max Allowed Heatina Caoacity1 19, 700 Btu/hr D D Minimum Heatina Efficiency1 3.42 COP D D Max Allowed Coolina Caoacitv1 29,200 Btu/hr D D Coolina Efficiencv1 31.3EER D D 0uct Location/ R-Value Conditioned I 8. O D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eauioment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags WSHP 1-20 D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tyoe3: :Hydronit Heat Pump D D Number of Systems 1 D D Max Allowed Heatina CaoacitY1 173,800 Btu/hr D D Minimum Heatina Efficiencv1 4.80 COP D D Max Allowed Coolina Caoacity1 125,900 Btu/hr D D Coolina Efficiencv1 13.0EER D D Duct Location/ A-Value Attic, Ceiling Ins, vented I 8. 0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer Diff. Enth (Integrated) D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. If the Actual installed,equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EnemvPro 5. 1 bv EnemvSoft User Number: 6071. RunCode: 2013-12-24T14:47:59 ID: Page20of35 ). CERTIFICATE OF COMPLIANCE and (Part 1 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name Date Westfield Carlsbad 12/24/2013 Project Address I Climate Zone 7 I Total Cond. Floor Area Addition Floor Area · 2525 El Camino Real Carlsbad 161,818 nla GENERAL INFORMATION Buildina Type: IZI Nonresidential D High-Rise Residential D Hotel/Motel Guest Room D Schools (Public School) D Relocatable Public School Bldg. @ Conditioned Spaces D Unconditioned Spaces (affidavit) Phase of Construction: D New Construction D Addition D Alteration Approach of Compliance: D Component D Overall Envelope TDV D Unconditioned (file affidavit) Enerav Front Orientation: N, E, S, W or in Degrees: I Odeg I HVAC SYSTEM DETAILS FIELD INSPECTION ENERGY CHECKLIST Meets Criteria or Reauirements Equipment2 lnsoection Criteria Pass Fail -Describe Reason2 Item or System Tags RTU D D (i.e. AC-1, RTU-1, HP-1) Eauioment Tyoe3: Packaged DX D D Number of Systems 75 D D Max Allowed Heatina Caoacity1 58,800 Btu/hr D D Minimum Heatina EfficiencY1 80%AFUE D D Max Allowed Coolina CaoacitY1 62,400 Btu/hr D D Coolina Efficiency1 14.0 SEER/11.7 EER D D Duct location/ R-Value Attic, Ceiling Ins, vented I8.0 D D When duct testing is required, submit No D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D FIELD INSPECTION ENERGY CHECKLIST Eauipment2 Inspection Criteria Pass Fail -Describe Reason2 Item or System Tags FCU-1 D D (i.e. AC-1, RTU-1, HP-1) Equipment Type3: Split DX D D Number of Systems 1 D D Max Allowed Heatina Caoacitv1 41,000 Btu/hr D D Minimum Heatina Efficiency 1 nla D D Max Allowed Coolina CaoacitY1 18,000 Btu/hr D D Cooling Efficiencv1 15.3 SEER/8.0 EER D D Duct Location/ R-Value nla D D When duct testing is required, submit Yes D D MECH-4A & MECH-4-HERS Economizer No Economizer D D Thermostat Setback Required D D Fan Control Constant Volume D D 1. If the Actual installed equipment performance efficiency and capacity is less than the Proposed (from the energy compliance submittal or from the building plans) the responsible party shall resubmit energy compliance to include the new changes. 2. For additional detailed discrepancy use Page 2 of the Inspection Checklist Form. Compliance fails if a Fail box is checked. 3. Indicate Equipment Type: Gas (Pkg or, Split), VAV, HP (Pkg or split), Hydronic, PTAC, or other. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae 21 of35 .A CERTIFICATE. OF COMPLIANCE and (Part 2 of 4) MECH-1C FIELD INSPECTION ENERGY CHECKLIST Project Name I Date Westfield Carlsbad 12/24/2013 Discrepancies: EneravPro 5. 1 bv EneravSoft User Number: 6071 . RunCode: 2013-12,;24T14:47:59 ID: Paae22of35 ,,. CERTIFICATE OF COMPI..IANCE and FIELD INSPECTION ENERGY CHECKLIST (Part 3 of 4) MECH-1O l- Project Name I Date Westfield Carlsbad 12124/2013 Required Acceptance Tests Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the applicable boxes by all acceptance tests that apply and listed all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates.the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance: Before occupancy permit is granted for a newly constructed building or space, or a new space-conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be c;ertified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance: Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The MECH-1 C form is not considered a completed form and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked-off forms are required for ALL newly installed equipment. In addition a Certificate of Acceptance forms shall be submitted to the building department that certifies plans, specifications, installation, certificates, and operating and maintenance information meet the requirements of §10-103(b) and Title-24 Part 6. The building inspector must receive the properly filled out and signed forms before the building can receive final occupancy. TEST DESCRIPTION MECH-2A MECH-3A MECH-4A MECH-SA MECH-SA MECH-7A MECH-BA MECH-9A MECH-10A MECH-11A Hydronic Outdoor Constant Demand Supply System Automatic Ventilation Volume& Air Control Supply Valve Water Variable Demand For Single-Zone Distribution Economizer Ventilation Fan Leakage Temp. Flow Shed Eauioment Reauirino Testino or Verification Otv. VAV &CAV Unitary Ducts Controls DCV VAV Test Reset Control Control 250 Ton Tower 2 D D D D D D Ill D [] D Lochinvar CHN2072 1 D D D D D D IZI IZI 121 D Carrier WSHP(S)-24 H 14 121 121 IZI 121 D D D D D IZI Carrier 50PCH-60 1 121 121 D 121 D D D D D D Carrier WSHP-RETAILS 49 121 121 121 121 121 D D D D D Carrier 50PSH-24 2 121 121 D D D D D D D 121 Carrier 50hqp-120 1 121 121 D 121 IZI D D D D 121 RTU5TON 75 121 121 D D D D D D D D Mitsubishi PKA-A18HA4 1 121 Ill Ill D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D [] D D D D D D D D D D D D D D D EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae23of35 ' CERTIFICATE OF COMPLIANCE ;:tnd FIELD INSPECTION ENERGY CHECKLIST (Part 4 of 4) IVIECH-1C Project Name I Date Westfield Carlsbad 12/24/2013 TEST DESCRIPTION MECH-12A MECH-13A MECH-14A MECH-15A Fault Automatic Fault Distributed Detection & Detection & Energy Storage Thermal Energy Diagnostics Diagnostics for DXAC Storage (TES) Eauioment Reauiring Testina Qtv. for DX Units Air&Zone Svstems Svstems Test Performed Bv: 250 Ton Tower 2 D D D D Lochinvar GHN2072 1 D D D ti Carrier WSHP(S)-24 H 14 Ill D D D Ca"ier 50PGH-60 1 Ill D D D Carrier WSHP-RETAILS 49 Ill D D D Gamer 50PSH-24 2 Ill D D D Ga"ier 50hqp-120 1 Ill D D D RTU5TON 75 D D D D Mitsubishi PKA-A 1 BHA4 .1 D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D EneravPro 5. 1 by EneravSoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paae24of35 J. INDOOR LIGHTING POWER ALLOWANCE LTG-3C Project Name Date Westfield Carlsbad 12/24/2013 ALLOWED LIGHTING POWER (Chose One Method) A Separate L TG-3C must be filled out for Conditioned and Unconditioned Spaces: Indoor Lighting Power Allowances listed on this page are only for: D CONDITIONED SPACES IZI UNCONDITIONED SPACES · COMPLE'J'.E BUILDING METHOD WATTS COMPLETE ALLOWED BUILDING CATEGORY (From §146 Table 146-E) PER (ft2). X BLDG.AREA = WATTS TOTALS AREA WATTS AREA CATEGORY METHOD WATTS ALLOWED BUILDING CATEGORY (From !:1146 Table 146-F) PER (ft2) X Area ft2 = WATTS Corridor/Restroom/Suppott 0.60 4,890 2,934 Al/Others 0.60 1,315 789 TOTALS 6,205 3,723 AREA WATTS TAILORED METHOD Total Allowed Watts usino the Tailored Method taken from L TG-4C (Paoe 1 of 4) Row 3 0 The indoor lighting power allowance using the Tailored-Method of compliance shall be determined using the LTG-4C set of forms. A separate set of LTG- 4C forms shall be filled out for CONDITIONED and UNCONDITIONED spaces EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae 25of35 ), AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Westfield Carlsbad 12/24/2013 Item or System Tags Indicate Air Systems Tvoe (Central, Sinale Zone, Packac e, VAV, or etc ... ) (i.e. AC-1, RTU-1, HP-1 l WSHP WSHP 1-1 WSHP Number of Svstems : 14 1 49 Indicate Pa 1e Reference on Plans or Schedule and indicate the annlicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112/al 4.B0COP 4.50COP 4.50COP Cooling,Equipment Efficiency 112/al 13.0EER 13.0EER 13.0EER HVAC Heat Pump Thermostat 112/bl, 112/cl Yes Yes Yes Furnace Controlsfrhermostat 112/cl, 115/al nla nla nla Natural Ventilation 121/b) No No No Mechanical Ventilation 121/bl 9,891 cfm 494cfm 32,378cfm VAV Minimum Position Control 121/c\ No No No Demand Control Ventilation 121/cl No No Yes Time Control 122/el Occupancy Sensor Programmable Switch Occupancy Sensor Setback and Setup Control 122/el Setback Required Setback Required Setback Required Outdoor Damper Control 122/f\ Auto Auto Auto Isolation Zones 122/n\ nla Pipe Insulation 123 Duct Location/ R-value 124 V,..ttic, Ceiling Ins, unvented I 8,C Conditioned I 8.0 Attic, Ceiling Ins, unvented I 8.C PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a& bl nla nla nla Proposed Heating Capacity 144/a & bl 2, 199,435 Btu/hr 77,459 Btu/hr 3,863,946 Btu/hr Calculated Design Cooling Load 144(a & bl nla nla nla Proposed Cooling Capacity 1441a & bl 1,095,546 Btu/hr 36,671 Btu/hr 1,676,767 Btu/hr Fan Control 144/cl Constant Volume Constant Volume Constant Volume DP Sensor Location 144/cl Supply Pressure Reset (DOC only) 144(c) Yes Yes Yes Simultaneous Heat/Cool 144(dl No No No · Economizer 144(e) Diff. Enth (Integrated) Diff. Enth (Integrated) Diff. Enth (Integrated) Heat Air Supply Reset 144(fl Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144/fl Constant Temp Constant Temp Constant Temp Electric Resistance Heating 1 144(al Air Cooled Chiller Limitation 144/i) Duct Leakage Sealing. If Yes, a 1441k) Yes No Yes MECH-4-A must be submitted 1. Total inst?lled capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page26of35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Westfield Carlsbad 12/24/2013 Item or System Tags Indicate Air Svstems Tvoe (Central, Sinale Zone, Packa1 e, VAV, or etc ... ) (i.e. AC-1, RTU-1, HP-1 l WSHP 1-21 WSHP1-19 WSHP1-20 Number of Svstems 1 1 1 Indicate Pai::ie Reference on Plans or Schedule and indicate the annlicable exception(s) MANDATORY MEASURES T-24 Sections · Heating Equipment Efficiency 112(a\ 3.42COP 3.42 COP 4.80COP Cooling Equipment Efficiency 112(a) 31.3EER 31.3EER 13.0EER HVAC Heat Pump Thermostat 112/b\, 112/c\ Yes Yes Yes Furnace Controlsffhermostat 112/c\, 11 S(a) nla nla nla Natural Ventilation 121/b\ No No No Mechanical Ventilation 121(bl 83cfm 0cfm 1,485 cfm VAV Minimum Position Control 121/c\ No No No Demand Control Ventilation 121/c\ No No Yes Time Control 122(el Programmable Switch Programmable Switch Programmable Switch Setback and Setup Control 122(e) SetbackRequired Setback Required Setback Required Outdoor Damper Control 122(f) Auto Auto Auto Isolation Zones 122/al nla nla nla Pipe Insulation 123 Duct Location/ A-value 124 Conditioned I 8. 0 Conditioned I 8.0 Attic, Ceiling Ins, vented I 8.0 PRESCRIPTIVE MEASURES Calculated Design Heating Load 144(a & bl nla nla nla Proposed Heating Capacity 144(a & b\ 17,401 Btu/hr 17,214 Btu/hr 165,244 Btu/hr Calculated Design Cooling Load 144(a &bl nla n/a nla Proposed Cooling Capacity 144/a & b\ 21,674 Btu/hr 22,880 Btu/hr 78,387 Btu/hr Fan Control 144(cl Constant Volume Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DOC only) 144(cl Yes Yes Yes Simultaneous Heat/Cool 144(dl No No No Economizer 144/e\ No Economizer No Economizer Diff. Enth (Integrated) Heat Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Constant Temp Etectric Resistance Heating 1 144(0) Air Cooled Chiller Limitation 144(i) Duct Leakage Sealing. If Yes, a No No No MECH-4-A must be submitted 144(k) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EneravPro 5. 1 bv EnergySoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page27of35 AIR SYSTEM REQUIREMENTS (Part 1 of 2) MECH-2C Project Name I Date Westfield Carlsbad 12/24/2013 Item or System Tags Indicate Air Svstems Type (Central, Single Zone, Packa~ e, VAV, or etc ... ) RTU FCU-1 (i.e. AC-1, RTU-1, HP-1) Number of Svstems 75 1 Indicate Pa 1e Reference on Plans or Schedule and indicate the aoolicable exception(s) MANDATORY MEASURES T-24 Sections Heating Equipment Efficiency 112(a) 80%AFUE nla Cooling Equipment Efficiency 112(a) 14.0SEER/11.7EER 15.3 SEER 18.0 EER HVAC Heat Pump Thermostat 112(b\, 112(c) nla n/a Furnace Controls/Thermostat 112(cl, 115(a) Required n/a Natural Ventilation 121 (b) No No Mechanical Ventilation 121(b) 125,322cfm 0cfm VAV Minimum Position Control 12Hc\ No No Demand Control Ventilation 121(c) No No Time Control 122/e\ Programmable Switch Programmable Switch Setback and Setup Control 122(e) Setback Required Setback Required Outdoor Damper Control 122(fl Auto Auto Isolation Zones 122/a\. n/a Pipe Insulation 123 Duct Location/ R-value 124 Attic, Ceiling Ins, vented I 8.0 nla PRESCRIPTIVE MEASURES Calculated Design Heating Load 144/a & bl nla nla Proposed Heating Capacity 144(a & b) 4,410,000 Btu/hr 0 Btu/hr Calculated Design Cooling Load 144/a & bl nla n/a Proposed Cooling Capacity 144(a & b) 3, 798,363 Btu/hr 19,609 Btu/hr Fan Control 144/cl Constant Volume Constant Volume DP Sensor Location 144(c) Supply Pressure Reset (DDC only) 144(cl Yes Yes Simultaneous Heat/Cool 144/d) No No Economizer 144/el No Economizer No Economizer Heat Air Supply Reset 144/f) Constant Temp Constant Temp Cool Air Supply Reset 144(f) Constant Temp Constant Temp Electric Resistance Heating 1 144/al Air Cooled Chiller Limitation 144/i) Duct Leakage Sealing. If Yes, a No Yes MECH-4-A must be submitted 144/k) 1. Total installed capacity (MBtu/hr) of all electric heat on this project exclusive of electric auxiliary heat for heat pumps. If electric heat is used explain which exception(s) to §144(g) apply. EnergyPro 5. 1 by EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae28of35 ). WATER SIDE SYSTEM REQUIREMENTS (Part 2 of 2) MECH-2C Project Name I Date Westfield Carlsbad 12/24/2013 WATER2 SIDE SYSTEMS: Chillers, Towers, Boilers, Hydronic Loops Item or System Tags (i.e.AC-1, RTU-1, HP-1)1 250 Ton Tower Lochinvar CHN2072 Number of Systems 2 1 •' Indicate Page Reference on Plans or Specification2 MANDATORY MEASURES T-24 Sections Equipment Efficiency 112/a) 10 °F Approach 95% Pipe Insulation 123 n/a HWPiping PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 144/a & b) Variable-Speed-Fan nla Cooling Tower Flow Controls 144(h) CW Reset nla Variable Flow System Design 144/h) nla Required Chiller and Boiler Isolation 144(i) nla nla CHW and HHW Reset Controls 144(i) nla Required WLHP Isolation Valves 144(i\ Required nla VSD on CHW, CW & WLHP Pumps>5HP 144(i) nla Required DP Sensor Location 144(i) nla 1. The proposed equipment need to match the building plans schedule or specifications. If a requirement is not applicable, put "NIA" in the column next to applicable section. 2. For each chiller, cooling tower, boiler, and hydronic loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column next to applicable section. Service Hot Water, Pool Heatina Item or System Tags (i.e. WH-1, WHP, DHW, etc ... )1 . Number of Systems . Indicate Paae Reference on Plans or Schedule2 MANDATORY MEASURES T-24 Sections SERVICE HOT WATER Certified Water Heater 111, 113/a) Water Heater Efficiency 113(b) Service Water Heating Installation 113(c) Pipe Insulation 123 POOL AND SPA Pool and Spa Efficiency and Control 114(a) Pool and Spa Installation 114(b) Pool Heater -No Pilot Light 115/c) Spa Heater -No Pilot Light 115/d) Pipe Insulation 123 1. The Proposed equipment needs to match the building plans schedule or specifications. If a requirement is not applicable, put "N/A" in the column next to applicable section. 2. For each water heater, pool heater and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page 29of35 I" MECHANICAL VENTILATION AND REHEAT MECH-3C .... Project Name Date Westfield Carlsbad 12/24/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I .J K L M N MinCFM REQ'D Design 50% of Max. of Design Condition CFM Min CFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air Supply BX0.4 H,J, K, Air Transfer Zone/System (ft2) f t2 BXC People .Person EXF DorG CFM CFM CFM / ft2 300 CFM Setpoint Air 24 Hour Fitness 33,532 0.15 5,030 558.9 15.0 8,383 8,383 8,383 Basketball Court 6,032 0.15 905 100.5 15.0 1,508 1,508 1,508 WSHP Total 9,891 9,891 Corridor 1st Floor 823 0.15 123 123 494 Trash 3,201 0.15 4£!0 480 0 480 WSHP1-1 Total 604 494 Retai/#1 13,979 0.25 3,495 3,495 6,920 Retai/#2 24,364 0.25 6,091 6,091 12,060 Retail#3 7,970 0.25 1,993 1,993 3,945 Restaurant 9,406 0.50 4,703 4,703 9,453 WSHP Total 16,281 32,378 ElecRoom 553 0.15 83 83 83 WSHP 1-21 Total 83 83 ElecRoom 387 0.15 58 58 0 58 WSHP 1-19 Total 58 0 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section §121, Table 121-A. E Based on fixed seat or the areater of the expected number of occupants and 50% of the CBC occupant load for earess purposes for spaces without fixed seatina. H Required Ventilation Air (REQ'D V.A.) is the laraer of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column Dor G). I Must be areater than or equal to H, or use Transfer Air (column N) to make up the difference. J Desian fan supply CFM (Fan CFM) x 50%; or the desian zone outdoor airflow rate per §121. K Condition area (ft2) x 0.4 CFM / ft2; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or eaual to Column L and greater than or eaual to the sum of Columns H olus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Reauired Ventilation Air (Column H) and the Desian Minimum Air /Column Ml, Column H minus M. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Paae30of35 '(' MECHANICAL VENTILATION AND REHEAT MECH-3C ...., Project Name Date Westfield Carlsbad 12/24/2013 MECHANICAL VENTILATION (§121(b)2) REHEAT LIMITATION (§144(d)) AREA BASIS OCCUPANCY BASIS VAVMINIMUM A B C D E F G H I J K L M N MinCFM REQ'D Design 50% of Max. of Design Condition CFM Min CFM Number CFM by V.A. Ventilation Design Zone Columns Minimum Area per By Area Of per Occupant Max of Air . Supply B X0.4 H,J, K, Air Transfer Zone/System (ft2) ft2 BXC People Person EXF DorG CFM CFM CFM/ft2 300 CFM Setpoint Air LOBBY-RETAIL 3,000 0.25 750 750 1,485 WSHP1-20 Total 750 1,485 Cinema 58,425 1.07 62,515 8,354.8 15.0 125,322 125,322 125,322 RTU Total 125,322 125,322 Elevator Machine Room 146 0.15 22 22 0 22 FCU-1 Total 22 0 Totals Column I Total Design Ventilation Air C Minimum ventilation rate per Section ~121, Table 121-A. E Based on fixed seat or the greater of the expected number of occupants and 50% of the CBC occupant load for earess purposes for spaces without fixed seatina. H Required Ventilation Air (REQ'D V.A.) is the larger of the ventilation rates calculated on an AREA BASIS or OCCUPANCY BASIS (Column D or G). I Must be greater than or equal to H, or use Transfer Air (column N) to make up the difference. J Design fan supply CFM (Fan CFM) x 50%; or the design zone outdoor airflow rate per ~121. K Condition area (ft2) x 0.4 CFM / ft2; or L Maximum of Columns H, J, K, or 300 CFM M This must be less than or equal to Column Land greater than or equal to the sum of Columns H plus N. N Transfer Air must be provided where the Required Ventilation Air (Column H) is greater than the Design Minimum Air (Column M). Where required, transfer air must be greater than or eaual to the difference between the Required Ventilation Air /Column H\ and the Design Minimum Air /Column M\, Column H minus M. EneravPro 5. 1 bv EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page 31 of35 r MECHANICAL EQUIPMENT DETAILS (Part 1 of 2) MECH-SC .,.., Project Name I Date , Westfield Carlsbad 12/24/2013 CHILLER AND TOWER SUMMA.RY PUMPS Pump Eauipment Name Tvpe Qty, Efficiency Tons Qtv. GPM BHP Control 250 Ton Tower Towerw/5.000 bhp fan 2 10 F Approach 250 1 400 5.00 One-Speed I 3 Way Valves Hot Water Pumps 3 750 25.00 Variable-Speed DHW / BOILER SUMMARY I. Vol. Energy Factor Standby Loss Tank Ext. Svstem Name Type Distribution Qty. Rated Input (Gals). or RE or Pilot R-Value Status Lochinvar CHN2072 Large Gas Hydronic Heating 1 2,072,000 0 94.8% 0.00% nla New MULTI-FAMILY CENTRAL WATER HEATING DETAILS Hot Water Pumo Hot Water PiPina Lenath (ftl Control Qty, HP Type In Plenum Outside Buried Add ½" Insulation D D D CENTRAL SYSTEM RATINGS HEATING COOLING System Name Type Qty. Output Aux. kW Efficiency Output Efficiency Status Carrier WSHP(S)-24 H Hydronic Heat Pump 14 173,800 a.a 4.80COP 125,900 13.0EER New Carrier 50PCH-60 Hydronic Heat Pump 1 83,300 a.a 4.50COP 61,500 13.0EER New Carrier WSHP-RETAILS Hydronic Heat Pump 49 83,300 a.a 4.50COP 61,500 13.0EER New Carrier 50PSH-24 Hydronic Heat Pump 2 19,700 a.a 3.42COP 29,200 31.3EER New Carrier 50hqp-120 Hydronic Heat Pump 1 173,800 a.a 4.80COP 125,900 13.0EER New RTU5TON Packaged DX 75 58,800 a.a 80%AFUE 62,400 14.0 SEER 111.7 EER New Mitsubishi PKA-A 18HA4 Split DX 1 a.a nla 18,000 15.3 SEER I 8.0 EER New CENTRAL SYSTEM FAN SUMMARY SUPPLY FAN RETURN FAN System Name Fan Type Economizer Type CFM BHP CFM BHP Carrier WSHP(S)-24 H Constant Volume Diff. Enth (Integrated) 4,000 2.00 none Carrier 50PCH-60 Constant Volume Diff. Enth (Integrated) 2,000 1.00 none Carrier WSHP-RETAILS Constant Volume Diff. Enth (Integrated) 2,000 1.00 none Carrier 50PSH-24 Constant Volume No Economizer 850 0.30 none Carrier 50hqp-120 Constant Volume Diff. Enth (Integrated) 4,000 2.00 none RTU5TON Constant Volume No Economizer 2,000 0.74 none Mitsubishi PKA-A 18HA4 Constant Volume No Economizer 425 0.10 none EnerovPro 5. 1 by EneravSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page32of35 I' MECHANICAL EQUIPMENT DETAILS (Part 2 of 2) MECH-SC· .., · Project Narhe I Date Westfield Carlsbad 12/24/2013. ZONE SYSTEM SUMMARY SYSTEM VAV Fan Ill == g Cl) MinCFM co :. ts oo Outside Zone Name System Name Type . atv. Heatina Cooling Ratio Reheat Coil CFM BHP w:::E Air D D D D D b D D D D D D D D D D o. D D D D [J D D D D D D D D D D D D D D D D D D EXHAUST FAN SUMMARY EXHAUST FAN EXHAUST FAN EXHAUST FAN Room Name Qty. CFM BHP Room Name atv. CFM BHP Room Name atv. CFM BHP Corridor 0.0 3,000 0.75 Corridor 0.0 3,000 0.75 EneravPro 5. 1 by Ener_qySoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Page33of35 ·' ENVELOPE MANDATORY MEASURES: NONRESIDENTIAL ENV-MM Project Name I Date Westfield Carlsbad 12/24/2013 DESCRIPTION Building Envelope Measures: §118(a): Installed insulating material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20 Chapter 4, Article 3. §118(c): All Insulating Materials shall be installed in compliance-with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. §118{f): The opaque portions of framed demising walls in nonresidential buildings shall have insulation with an installed R-value of no less than R-13 between framing members. §117(a): All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or o_therwise sealed. Manufactured fenestration products and exterior doors shall have air infiltration rates not exceeding 0.3 cfm/ft.2 of §116(a) 1: window area, 0.3 cfm/ft.2 of door area for residential doors, 0.3 cfm/ft.2 of door area for nonresidential single doors (swinQing and slidinQ), and 1.0 cfm/ft.2 for nonresidential double doors (swinaina). §116(a) 2: Fenestration U-factor shall be rated in accordance with NFRC 100, or the applicable default U-factor. §116(a)3: Fenestration SHGC shall be rated in accordance with NFRC 200, or NFRC 100 for site-built fenestration, or the applicable default SHGC. §116(b): Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). Ener_qyPro 5. 1 bv EnerovSoft User Number: 6071 RunCode: 2013-12-24T14:47:59 ID: Paae34of35 MECHANICAL MANDATORY MEASURES: NONRESIDENTIAL MECH-MM Project Name I Date Westfield Carlsbad 12/24/2013 Equipment and System Efficiencies §111: Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard .. §115(a): Fan type central furnaces shall not have a pilot light. §123: Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. §124: Air handling duct systems shall be installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the CMG Standards. Controls §122(e): Each space conditioning system shall be installed with one of the following: 1A. Each.space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off-hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have program backup capabilities that prevent the loss of the device's proaram and time settina for at least 10 hours if power is interrupted; or 18. An occupancy sensor to control the operating period of the system; or 1C. A 4-hour timer that can be manually operated to control the operating period of the system. 2. Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint. Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 §122(g): square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers that allow the supply of heating or cooling to be setback or shut off independentlv of other isolation areas; and shall be controlled. bv a time control device as described above. §122(c): Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. §122(b): Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the §122(a&b): control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. · Ventilation §121 (e): Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. §122(f): All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all . openings to the outside, except for combustion air openings. Ventilation System Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a §121 (f): new ventilating system serving a building or space is operated for normal use, all ventilation systems serving the buildina or space shall be certified as meetina the Acceptance Reauirements for Code Compliance Service Water Heating Systems §113(c) Installation 3. Temperature controls for public lavatories. The controls shall limit the outlet Temperature to 110° F. 2 . Circulating service water-heating systems shall have a control capable of automatically turning off the circulating pump . when hot water is not required. EneigyPro 5. 1 bv EnergySoft User Number: 6071 RunCode: 2013-12-24714:47:59 ID: Page35of35 ADDENDUM#7 SECTION 23 5500 BREECHINGS, CHIMNEYS, AND STACKS PART -GENERAL 1.01 SUMMARY A. This Section includes the following: 1. Listed double-wall vents. B. Related Sections include the following: I. Section 23 5233 -"Water Tube Boilers". 1.02 SUBMITTALS A. Product data for the following: I. Type B vents. 2. Guy wires and connectors. Westfield Carlsbad Carlsbad, California Project No. 1739 B. Shop Drawings: For vents, and stacks. Include plans, elevations, sections, details, and attachments to other work. I. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, methods of field assembly, components, hangers and seismic restraints, and location and size of each field connection. 2. For installed products indicated to comply with design loads, include calculations required for selecting seismic restraints and structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Warranties: Special warranties specified in this Section. 1.03 QUALITY ASSURANCE A. Source Limitations: Obtain listed system components through one source from a single manufacturer. B. Certified Sizing Calculations: Calculations Manufacturer shall certify venting system sizing calculation. 1.04 COORDINATION JANUARY 24, 2014 232500 -1 BREECHINGS, CHIMNEYS, AND STACKS SPECIFICATION ADDENDUM#7 Westfield Carlsbad Carlsbad, California Project No. 1739 Coordinate installation of roof curbs, equipment supports, and roof penetrations. These items are specified in Section 07 7200 -"Roof Accessories." 1.05 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of venting system that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, structural failures caused by expansion and contraction. B. Warranty Period: 15 years from date of Substantial Completion. PART 2 -PRODUCTS 2.01 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the manufacturers specified. 2. Manufacturers: Subject to compliance with requirements, provide products by one of the manufacturers specified. 2.02 LISTED TYPE B VENTS A. Manufacturers: 1. American Metal Products; MASCO Corporation. 2. FAMCO. 3. Hart & Cooley, Inc. 4. Heat-Fab Inc. 5. Industrial Chimney Company. 6. LSP Products Group, Inc. 7. Metal-Fab, Inc. 8. ProTech Systems Inc. JANUARY 24, 2014 232500-2 BREECHINGS, CHIMNEYS, AND STACKS SPECIFICATION ADDENDUM#7 9. 10. 11. 12. 13. Schebler Co. (The). Selkirk Inc.; Selkirk Metalbestos and Air Mate. Westfield Carlsbad Carlsbad, California Project No. 1739 Simpson Dura-Vent Co., Inc.; Subsidiary of Simpson Manufacturing Co. Tm-Flex Metal Hose Corp. Van-Packer Co. B. Description: Double-wall metal vents tested according to UL 441 and rated for 480 deg F continuously for Type B, or 550 deg F continuously for Type BW; with neutral or negative flue pressure complying with NFP A 211 and suitable for certified gas-fired appliances. C. Construction: Inner shell' and outer jacket separated by at least a ¼-inch airspace. D. Inner Shell: ASTM A 666, Type 430 stainless steel. E. Outer Jacket: ASTM A 666, Type 430 stainless steel. F. Accessories: Tees, elbows, increasers, draft-hood connectors, terminations, adjustable roof flashings, storm collars, support assemblies, thimbles, firestop spacers, and fasteners; fabricated !Tom similar materials and designs as vent-pipe straight sections; all listed for same assembly. 1. Termination: Round chimney top designed to exclude 98 percent of rainfall. 2.03 LISTED TYPE L VENT A. Manufacturers: 1. American Metal Products; MASCO Corporation. 2. FAMCO. 3. Heat-Fab Inc. 4. Industrial Chimney Company. 5. LSP Products Group, Inc. 6. Metal-Fab, Inc. 7. ProTech Systems Inc. JANUARY 24, 2014 232500 -3 BREECHINGS, CHIMNEYS, AND STACKS SPECIFICATION ADDENDUM#7 8. Schebler Co. (The). 9. Selkirk Inc.; SelkirkMetalbestos and Air Mate. Westfield Carlsbad Carlsbad, California Project No. 1739 10. Simpson Dura-Vent Co., Inc.; Subsidiary of Simpson Manufacturing Co. 11. Tru-Flex Metal Hose Corp. 12. Van-Packer Co. B. Description: Double-wa11 metal vents tested according to UL 641 and rated for 570 deg F continuously or 1700 deg F for 10 minutes; with neutral or negative flue pressure complying with NFPA 211 and suitable for low-heat appliances. C. Construction: Inner she]] and outer jacket separated by at least a 2-inch airspace fi11ed with high-temperature, ceramic-fiber insulation. D. Inner Shell: ASTM A 666, Type 316 stainless steel. E. Outer Jacket: Stainless steel. F. Accessories: Tees, elbows, increasers, draft-hood connectors, terminations, adjustable roof flashings, storm collars, support assemblies, thimbles, fire stop spacers, and fasteners; fabricated from similar materials and designs as vent-pipe straight sections; all listed for same assembly. 1. Termination: Stack cap designed to exclude 90 percent of rainfall. 2.04 BOILER BREECHING AND CHIMNEY STACK A. Boiler breeching and chimney stack shall be positive pressure factory built modular connector, manifold and stack system shall be laboratory tested and listed by Underwriters Laboratories, for use with building heating equipment and appliances which produce exhausted flue gases at a temperature not exceeding 1000 degrees F. Under continuous operating conditions and not exceeding 1400 degrees F under intermittent operating conditions (see UL 103) when burning gaseous, solid or liquid fuels as described in NFPA 211. The UL listed fiber insulated stack system shall have skin temperatures that have been obtained by UL test procedures. The published surface temperatures shall be the result of the UL 103 1000 degree F chimney test. This stack system shall be designed and installed to be gas tight and thus prevent leakage of combustion products into a building. The system shall be designed to compensate for all flue gas induced thermal expansions. B. The double wall stack shall have an inner gas carrying pipe of type 304 stainless JANUARY 24, 2014 232500 -4 BREECHINGS, CHIMNEYS, AND STACKS SPECIFICATION ADDENDUM#7 Westfield Carlsbad Carlsbad, California ProjectNo. 1739 steel for gas and #2 fuel oil. The outer jacket shall be shall be type 316 stainless steel. The materials and construction of the modular sections and accessories shall be as specified by the terms of the product's UL listing. C. Fiber insulation between inner and outer pipe shall be nominal 2" thick. The stack system shall be installed according to the manufacturer's installation instructions and shall comply with the local codes having jurisdiction including but not limited to: 1. 2010 California Mechanical Code 2. NFPA applicable sections. 3. City of Carlsbad amendments D. Inner pipe joints shall be sealed by use of factory supplied V bands and sealant as specified in the manufacturer's installation instructions. E. Roof penetrations shall be suitable for the roof installed. Verify each installation with local code authority ~avingjurisdiction. F. Stack shall terminate as shown on drawings. G. The piping and supporting system shall resist side loads at least 1.5 times the weight per foot of the piping. H. The entire stack system from each boiler or appliance to the termination; including accessories, shall be from one manufacturer. I. The breeching and the stack shall be warranted against functional failure due to defects in material and installation for a period of ten years from date of installation. J. Shop drawings showing the actual layout and drawn to scale shall be provided by the manufacturer. The system shall be installed as designed by the manufacturer and in accordance with the terms of the manufacturer's warranty. K. Calculations shall be generated and submitted to verify system sizing follows ASHRAE calculation methods. Exact boiler model, actual field verified routing, and all other required data shall be considered. 2.05 GUYING AND BRACING MATERIALS A. Cable: Four galvanized, stranded wires of the following thickness: JANUARY 24, 2014 232500 -5 BREECHINGS, CHIMNEYS, AND STACKS SPECIFICATION ADDENDUM#7 1. 2. 3. Minimum Size: l/4 inch in diameter. For ID Sizes 4 to 15 Inches: 5/16 inch. For ID Sizes 18 to 24 Inches: 3/8 inch. B. Pipe: Three galvanized steel, NPS 1-114. C. Angle Iron: Three galvanized steel, 2 by 2 by 0.25 inch. PART 3-EXECUTION 3.01 EXAMINATION Westfield Carlsbad Carlsbad, California Project No. 1739 A. Examine areas and conditions for compliance with requirements for installation tolerances and other conditions affecting performance of work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.02 INSTALLATION OF LISTED VENTS AND CHIMNEYS A. Locate to comply with minimum clearances from combustibles and minimum termination heights according to product listing or NFPA 211, whichever is most stringent. B. Supp011 vents at intervals recommended by manufacturer to support weight of vents and all accessories, without exceeding appliance loading. C. Slope breechings down in direction of appliance, with condensate drain connection at lowest point piped to nearest drain. 3.03 CLEANING A. After completing system installation, including outlet fittings and devices, inspect exposed finish. Remove burrs, dirt, and construction debris and repair damaged finishes. B. Clean breechings internally, during and after installation, to remove dust and debris. Clean external surfaces to remove welding slag and mill film. Grind welds smooth and apply touchup finish to match factory or shop finish. C. Provide temporary closllfes at ends of breechings, chimneys, and stacks that are not completed or connected to equipment. END OF SECTION JANUARY 24, 2014 232500 -6 BREECHINGS, CHIMNEYS, AND STACKS SPECIFICATION CHEM PRO LAB INC PRODUCT DATA SHEET WATER TRl:ATMEIIIT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 90248 310-532-8,611 : www,chemproleb.com CHEM PRO 3042 PRINCIPAL USES Chem Pro 3042 is a special blend of organic scale and corrosion inhibitors for use in open circulating systems. It has also proven effective in dispersing suspended solids and other foreign matter in recirculating water. Chem Pro 3042 provides maximum corrosion protection by utilizing specific corrosion inhibitors for iron and copper, and will eliminate the necessity for pH control and acid feed. GENERAL DESCRIPTION APPEARANCE: ODOR: PRODUCT pH: DENSITY: FLASH POINT: DOSAGE Brown liquid No odor 12.5 -13.5 6.6 Non flamable Precise dosage is dependent on local conditions. Normal control range 1 50 -200 ppm of product to give 6 -8 ppm phosphonate in the circulating water. Use Chem Pro or LaMotte phosphonate test kit. FEEDING Can be applied neat or diluted with city water in a chemical tank. Use a controlled metering injection pump. HANDLING Read Material Safety Data Sheets [MSDS] before using. Wear rubber gloves, chemical goggles and/ or face shield. Use of impermeable aprons is advised. In case of contact with skin, wash immediately with plenty of soap and water. If contact with eyes, flush promptly for at least 15 minutes. In case of eye contact or ingestion, contact physician immediately. SHIPPING AND STORAGE Chem Pro 3042 is supplied in 5 gallon pails, 30 gallon and 55 gallon drums. Store in safe, dry area away from heat or freezing. Revision Date: 3/9/2011 CHEM PRO LAB INC MATERIAL SAFETY DATA SHEET WATER lflEATMENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 9D248 31CJ-l?32-B611 -www.chemproleb.com Section I -PRODUCT IDENTIFICATION Manufacturer Chem Pro Laboratory, Inc. Trade Name Address 941 W 190th St Common Name CPL3042 Cooling Tower Treatment City, State ZIP Gardena, CA 90248 Reference or Preparer Michael Bartnik, Alan Aeschliman Telephone 310-532-8611 Date Prepared 10/8/2013 (revised) Section II -HAZARDOUS INGREDIENTS FOR EMERGENCIES CALL 1-800-424-9300 [CHEMTRECJ Chemical Names CASNumbers Percent Exposure Limits In Air ACGIH[TLV] OSHA[PEL] Others Sodium Hydroxide 1310732 TLV = 2 mg/m3 [ceiling limit] LD50 = 240 mg/kg [rat Section Ill -PHYSICAL AND CHEMICAL CHARACTERISTICS Melting Point, °F 25to 32 deg F Specific Gravity 1.1 B?iling Pein~ °F 220 deg F Solubility in Wate~ 100% Vapor Pressure @20°C 14mm Percent Volatile 94 Vapor Density NA Reactivity in Water N/A Evaporation Rate 1 pH 12.5-13.5 Appearance and Odor Brown liquid, No odor How to Detect: N/A Section IV -FIRE AND EXPLOSION DATA Flash Point, °F Non flamable Autq Ignition Temp, °F Non flamable Flam.mable Limit LEL Lower N/ A UELUpper N/A Fire Extinguishing Materials Water Spray [ X ) Foam (X) Carbon Dioxide ( X ) Dry Chemical ( X) Other ( X) Fire Fighting Procedure None Unusual Fire Explosion Hazard None The data ·in this material safety data sheet is accurate to the best of our knowledge. However, since data, safety standards, and government regulations are subject to change and the conditions of handling and use, or misuse are beyond our control, Chem Pro Laboratory, Inc. MAKES NO WARRAN1Y, EITHER EXPRESS DR IMPLIED, WITH RESPECT TO THE COMPLETENESS DR CONTINUING ACCURACY OF THE INFDRMA llDN CONTAINED HEREIN AND DISCLAIMS ALL LIABILITY FDR RELIANCE THEREON. User should have relative technical skills and satisfy himself that he has all current data relevant to his particular product and its applications. CPL 3042 MSDS page 1/2 revised 10/8/2013 Section V -HEALTH HAZARDS Acute Exposure Health Effects 1,1~x cause.burns, Chronic Exposure Health Effects N/A Symptoms of Overexposure 1. Inhaled Non-volatile liquid. 2. Contact with Skin or Eyes May result in eye or skin burns. Destructive to eye tissue. 3. Absorption Th~ough Skin May cause burns. 4.Swallowed May cause abdominal pain and nausea. Severe burns to mucous membranes of the mouth, throat and stomach. FIRST AID: Emergency Procedures 1.(§,eContactl (Flush with water .. toF-at least 15. minutes, get· medical attentioi:i) 2. Skin Contact Wash with soap and water. Remove contaminated clothing. 3. Inhaled Remove subject to fresh air. 4.Swallowed Call a physician. Do not induce vomiting. Give large quantities of water. Suspected Cancer Agent No This Product's Ingredients Are Not Found In These Lists Federal OSHA [ ) NTP( ) IARC[ ) Cal-OSHA ( ) Medical Conditions Aggravated By Exposure N/A Section VI -REACTIVITY DATA Stability Stable ( X) Unstable ( ) Conditions to Avoid Not applicable. Hazardous Decomposition Products Thermal decomposition may yield oxides of carbon. Hazardous Polymerization May Occur [ ) Will Not Occur [ X ) Section VII -SPILL OR LEAK PROCEDURES Spill Response Procedure Small spills, wash down with water and dispose to sanitary sewer. Preparing Waste For Disposal Dispose of in accordance with Federal, State and local laws and regulations. Section VIII -SPECIAL HANDLING PROCEDURES Respiratory Protection Normal ventilation. Ventilation Local Exhaust ( X ) Mechanical (General) ( ) Special: Protective Gloves Rubber gloves. Eye Protection Chemical safety goggles. Other Protective Equipment Not required. Work/ Hygenic Practices Handle with care. Avoid eye and skin contact. Section IX-LABELING, SPECIAL PRECAUTIONS OOTLabel UN1824, SODIUM HYDROXIDE SOLUTION, 8, PG II HMIS Ratings Health: 2 Flammability: 0 Reactivity: 0 Special Precautions N/A CPL 3042 MSDS page 2/2 revised 10/8/2013 CHEM PRO LAB INC PRODUCT DATA SHEET WATER TREATMENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 90248 310-532-8611 -www.chemprolab.com CHEM PRO 3800C PRINCIPAL USES Chem Pro 3800C is a liquid alkaline buffered non-chromate inhibitor for industrial closed cooling and heating systems. This is a highly concentrated product especially well suited for very large systems. This product provides maximum corrosion protection by establishing a protective passivation film on both ferrous and copper alloys metals in systems operating at high or low temperatures. GENERAL DESCRIPTION APPEARANCE: PRODUCT pH: Clear colorless liquid. 11.0 DENSITY: 11.1 DOSAGE The product should be used in accordance with control procedures recommended by Chem Pro Laboratory, Inc. for a specific application. Initial dosage for hot water systems is approximately 1 gallon to 300 gallons in system to maintain 800 ppm nitrite; for closed cooling water systems use approximately 1 gallon to 400 gallons in system to maintain 600 ppm nitrite. Adjust treatment level as required to maintain recommended nitrite residual. FEEDING Chem Pro 3800C can be applied using Chem Pro closed system feeder straight or diluted with water to a convenient strength. The product is usuaJly applied intermittently, when there is loss of recommended nitrit_e residual. HANDLING Read Material Safety Data Sheets [MSDS] before using. This material is an alkaline liquid. Wear rubber gloves and splash-proof goggles. In case of contact with skin, wash promptly with plenty of water. If contact with eyes, flush immediately with plenty of water for at least 15 minutes. In case of eye contact or ingestion, contact physician immediately. SHIPPING AND STORAGE Chem Pro 3800C is supplied in 5 gallon pails, 30 gallon and 55 gallon drums. Store in safe, dry area away from heat or freezing. Revision Date: 3/9/2011 CHEM PRO LAB INC MATERIAL SAFETY DATA SHEET WATER TREATMENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 9D248 310-532-8611 -www.chemprolab.com Section I -PRODUCT IDENTIFICATION Manufac;:turer Chem Pro Laboratory, Inc. Trade Name CPL3800C Address 941 W 190th St Common Name Nitrite And Borate Inhibitor Cone City, State ZIP Gardena, CA 90248 Reference or Preparer Michael Bartnik, Keith Johnson Telephone 310-532-8611 Date Prepared 5/15/2013 [revised) Section II -HAZARDOUS INGREDIENTS FOR EMERGENCIES CALL 1-800-424-9300 (CHEMTRECJ Chemical Names CASNumbers Percent Exposure Limits In Air ACGIH [TLV] OSHA[PEL] Sodium Nitrite 7632-00-0 35% N/A N/A Other ingedients per 29 CFR 1910.1200 This product contains no known or potential carcinogens !)er proposition 65 . .. Section Ill -PHYSICAL AND CHEMICAL CHARACTERISTICS Melting.Point, °F 25to 32 deg F Specific Gravity 1.32 Boiling Point, °F 220 deg F Solubility in Water Complete Vapor Pressure @20°C N/A Percent Volatile 79 Vapor Density N/A Reactivity in Water None Evaporation Rate 1.0 pH 11.0 Appearance and Odor Clear colorless liquid. How to Detect: Colorless liquid. Reacts with acid to form brown nitrogen oxide gas. Section IV -FIRE AND EXPLOSION DATA Flash Point. °F N/A Auto Ignition Temp, °F N/A Flammable Limit l:EL Lower N/ A UELUpper N/A Fire Extinguishing Materials Water Spray [ X ) Foam [ X) Carbon Dioxide [ X] Dry Chemical [ X) Others Fire Fighting Procedure Wear self contained breathing apparatus with full face piece approved by NIOSH. Unusual Fire Explosion Hazard Evaporated residue produces solids which are toxic and are oxidizers. Other ( ) The data in this material safety data sheet is accurate to the best of our knowledge. However, since data, safety standards, and government regulations are subject to change and the conditions of handling and use, or misuse are beyond our control, Chem Pro Laboratory, Inc. MAKES NO WARRANTY, EITHER EXPRESS OR IMPLIED, WITH RESPECT TO THE COMPLETENESS DRCONTINUING ACCURACY OF THE INFORMATION CONTAINED HEREIN AND DISCLAIMS ALL LIABILITY FOR RELIANCE THEREON. User should have relative technical skills and satisfy himself that he has all current data relevant to his particular product and its applications. CPL 3800C MSDS page 1/2 revised 5/15/2013 Section V -HEALTH HAZARDS Acute Exposure Health Effects ~n. ca_LJse~t:y_a'6jjsis_ & l~~~);o coma or de_at@ Chronic Exposure Health Effects It can form carcinogens when combined with secondary amines. Symptoms of Overexposure 1. Inhaled Evaporated res/due may irritate respiratory tract. ?, Contact with Skin or Eyes May cause local irritation. 3. Absorption Through Skin Liquid will not absorb through skin. 4.Swallowed Will irritate mouth, esophagus & stomach and large doses can lead to coma or death. LD50 for rat 185 mg/Kg. FIRST AID: Emergency Procedures 1,~Y.e Co!)ta~ {immediately flush with water for 15 minutes. Get medical attention.) 2. Skin Contact Wash with soap and water. 3. Inhaled Remove to fresh air and get medical attention. 4.Swallowed If conscious, give 2 to 4 glasses of water and induce vomiting by touching finger to back of throat. Call physician or 911 or poison control center. Suspected Cancer Agent No This Product's Ingredients Are Not Found In These Lists Federal OSHA [ ) NTP[ ) !ARC[ ) Cal-OSHA [ ) Medical Conditions Aggravated By Exposure N/A Section VI -REACTIVITY DATA Stability Stabll;l [ X) Unstable [ ) Conditions to Avoid Temperatures above 320 deg C. Hazardous reaction can occur with acids, ammonium compounds, reducing agents -particularly cyanides, thiocyanates and thiosulfates, certain combustibles & organics. , Hazardous Decomposition Products Nitrogen oxides and caustic residue. Hazardous Polymerization May Occur [ ) Will Not Occur [ X ) Section VII -SPILL OR LEAK PROCEDURES Spill Response Procedure Collect into clean fiber or steel drum and reuse. If flammable material is present, monitor clean-up with CO2 fire extinguisher. Preparing Waste For Disposal Dispose of material in accordance to local, state and federal guidelines. Section VIII -SPECIAL HANDLING PROCEDURES Respiratory Protection N/A Ventilation Local Exhaust[ ) Mechanical [General) [ X ) Special: Protective Gloves Rubber or plastic gloves. Eye Protection Safety goggles. Other Protective Equipment Wear impervious clothing or boots and NIOSH approved respirator for mists, dusts, nitrogen oxide gases. Work/ Hygenic Practices Section IX -LABELING, SPECIAL PRECAUTIONS OOTLabel UN 1500, SODIUM NITRITE, SOLUTION, 5.1, PG Ill HMIS Ratings Health: 1 Flammability: 0 Reactivity: 1 Special Precautions N/A CPL 3800C MSDS page 2/2 revised 5/15/2013 CHEM PRO LAB INC WATER TREATMENT SPECIALISTS CHEMICAL ENGINEER·s 941 W 190TH ST, GARDENA, CA 90248 310-532-8611 -www.chemproleb.com PRODUCT DATA SHEET CHEM PRO 4000 PRINCIPAL USES Chem Pro 4000 (221 PL, 221 Liquid) is used in both new and operating systems requiring cleaning. This product will remove oils, sludgy rust and loose debris·in piping, condensers, and chilled or hot water systems. This product is used prior to placing a system in operation. This is a multi-component product containing the necessary cleansers [surfactant], passivator (alkaline phosphate), dispersants [polymers] and organic azole corrosion inhibitors for pre-commission cleaning and passivation of closed systems. GENERAL DESCRIPTION APPEARANCE: ODOR: Clear yellowish liquid. Oderless. PRODUCT pH: 10.5 -11 DENSITY: 9.2 DOSAGE Proper Chem Pro 4000 treatment levels depend on many factors specific to a given system. The product should be used in accordance with Chem Pro Laboratory, Inc. recommendations and procedures for a particular system. FEEDING Chem Pro 4000 may be introduced through bypass feeders or via chemical pump injection into the system being treated. HANDLING User should wear chemical safety goggles and rubber protective gloves. This chemical is an alkaline liquid. Please review Material Safety Data Sheet (MSDS] prior to use of this material. Spills of "neat" product should be neutralized with a weak acid before flushing to sanitary sewer. Diluted at "use" concentrations the water containing CPL 4000 cleaner may be flushed to sanitary sewer. Do not flush to storm sewer without proper NPDES permit. SHIPPING AND STORAGE Chem Pro 4000 is supplied in 5 gallon pails and 30 or 50 gallon drums. Store in cool dry place away from strong mineral acids. Revision Date: 3/9/2011 INSTRUCTION SHEET CHEM PRO 4000/221 PL CLEANER/PASSIVATOR INSTRUCTIONS FOR NEW AND OLD SYSTEMS At new construction jobs and in many old systems, there is a considerable amount of dirt, oils and greases, debris, mill scale and loose surface corrosion products present in the systems. The initial cleaning ancj passivation of the system metals is extremely important for continued maintenance and protection of all system equipment and piping to insure maximum equipment performance and life. It is important to note, that the initial conditions of the system metals, prior to adding the cleaner, could determine to what degree fresh corrosion occurs and whether pre-existing mill scale, which is a corrosion by-product formed during piping fabrication may appear at a later date as sloughed off corrosion debris, even when the cleaning procedure is followed properly. The goal is to start the operational cycle with new piping and equipment which is as clean as possible. Because corrosion occurs (during storage) prior to installation and during the period of time when untreated water is used to fill the systems, cleaning is absolutely necessary prior to treatment addition. We strongly recommend you follow the cleaning procedure listed below. 1. Initially, the system piping should be pressure washed per specs provided by your engineer or consultant. Frequently flushing with the use of city water for 3 -4 hours or a period of time sufficient to remove the heaviest concentration of iron and dirt. Follow by purging out this debris from all areas including dead ends, remote areas, expansion tanks, etc. Do not add any chemicals at this cleaning step. Do not bleed out at a rate which exceeds make up capacity. Check pump pressure and water in expansion tank. Be sure drains will not clog. 2. The system should be pressure washed if possible, to lift heavy debris, including loose mill scale and to pressure purge the debris out from the system. The system should be drained a sufficient number of times so that the water appears visually clean of iron, dirt and assorted other debris. It is vital to flush through all areas of the piping system, heat exchangers, expansion tank and dead areas. 3. Clean all individual strainers, filters, expansion tank, dead ends, and low flow areas of any debris, at all stages of initial cleaning to assure flow. 4. After initial cleaning (items 1 -3), and when the system is "clean", the system is now ready to be filled and circulated with the cleaning solution. Normal dosage is one gallon Chem Pro 4000/221 PL cleaner per 1 00 -200 gallons of water in system and circulated for 24 -48 hours. If system is extremely dirty, repeat cleaning and chemical addition. Note: Chem Pro provides initial cleaning for "normal" systems. Added cleaning chemical is at added cost. Thereafter, the system should be flushed under pressure to remove the cleaner and suspended matter. The system is then drained sufficient number of times until the water appears "clean." (See item 7) Drain and flush through all parts of systems, including dead ends, heat exchangers, expansion tank. [OVER) 5. Clean all individual strainers, filters, expansion tank, dead ends and low flow areas at all times of the cleaning process to assure good flow. 6. Chem Pro should be notified 24 hours in advance when you expect the system to be "clean". If it is part of Chem Pro's contract, we will check the system for cleanliness. If not, see Item 7 for cleanliness criteria. In all cases, it is the responsibility of the designated contractor responsible for cleaning [not Chem Pro's responsibility], to check cleanliness by proper flushing from all areas of the system, sampling and adding inhibitor. Chem Pro, if specifically contracted, may also check the cleanliness. 7. In all cases, the contractor should test the water not only visually for cleanliness, but also for iron, orthophosphate and if possible, turbidity and pH. The iron content in the water after cleaning should be lower than 1.0 ppm or as specified. The orthophosphate ievel should be less than 5 ppm. The turbidity should be less than 1 0 NTU. Visual appearance of the water should be clear and pH approximately within 0.2 -0.3 pH units above city water. It is not always possible to run all those tests, which are indicative of completeness of the cleaning process or cleanliness of the system. To conduct some or all of the tests is highly recommended in order to document the completion and effectiveness of the cleaning. However, cleanliness certification by Chem Pro is only for the sample taken. We have no control over how thoroughly others have flushed the system. Chem Pro is not responsible for the appearance of "dirt" in the system at a later date. 8. The cleaning contractor must record whether or not he flushed from all areas of the system. 9. Add system treatment per Chem Pro recommendations immediately after the cleaning is completed. Maintain: Chilled Water 600-1000 ppm nitrite; Hot Water BOO -1500 ppm nitrite. (If Chem Pro 3800 or 3801 is the recommended treatment]. Before and after the system is treated, all individual strainers, filters, expansion tank, dead ends and low flow areas should be checked and cleaned. There often is suspended debris remaining in the piping systems which are too heavy to be suspended and which may be lodged in tight areas where it can not be suspended and removed. This debris may appear at a later date as a result, or may appear later if all areas of the water system have not been properly flushed. Disturbing the piping, after initial system usage, such as tenant work or piping changes, frequently results in the appearance of "dirty" water and the need of additional cleaning or other recommended flushing work 1 0. When Chem Pro samples the water after the cleaning is completed, we are checking the water at that moment in time, which frequently will be different from the conditions in the system when the inhibitor is added and at later times when disturbances occur in the system. 11. It is understood that Chem Pro can only certify cleanliness from sample taken from one area of the piping system. There is no guarantee that other areas will also be clean or that debris will not appear at a later date. This can be mill scale sloughing off, after a period of time, dead end areas which can disgorge trapped debris, tenant work, or any disturbances or changes in the system. Chem Pro is not responsible for future cleanliness, which may require added cleaning, at added cost. Jan-mar. 011221clean.ins REV: 01/16/01 CHEM PRO LAB INC MATERIAL SAFETY DATA SHEET WATER TREATMENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 90248 310-532-8611 -www.chemproleb.com Section I -PRODUCT IDENTIFICATION Manufacturer Chem Pro Laboratory, Inc. Trade Name CPL4000 Address 941 W 190th St Common Name Closed Loop Cleaner Passivator City, State ZIP Gardena, CA 90248 Reference or Preparer Michael Bartnik, Keith Johnson Telephone 310-532-8611 Date Prepared 2/26/2013 [revised) Section II -HAZARDOUS INGREOIENTS FOR EMERGENCIES CALL 1-800-424-9300 [CHEMTREC) Chemical Names CAS Numbers Percent Exposure Limits In Air ACGIH [TLV) DSHA[PEL) None per 29 CFR 1910.1200 This product contains no known or potential carcinogens per proposition 65 Section Ill -PHYSICAL AND CHEMICAL CHARACTERISTICS Melting Point, °F N/A Specific Gravity 1.1 Boiling Point, °F 212 deg F Solubility in Water 100% Vapor Pressure @20°C N/A Percent Volatile N/A Vapor Density N/A Reactivity in Water Not Reactive Evaporation Rate 0.8 pH 10.5-11 Appearance and Odor Clear yellowish liquid., Oderless. How to Detect: The liquid is alkaline and will indicate high pH. Section IV-FIRE AND EXPLOSION DATA Flash Point, °F N/A Auto Ignition Temp, °F N/A Flammable Limit LEL Lower N/ A UELUpper N/A Fire Extinguishing Materials Water Spray ( X ) Foam [X] Carbon Dioxide [ X ) Dry Chemical ( X) -- Fire Fighting Procedure N/A Unusual Fire Explosion Hazard None. Others Other [ ) The data in this material safety data sheet is accurate to the best of our knowledge. However, since data, safety standards, and government regulations are subject to change and the conditions of handling and use, or misuse are beyond our control, Chem Pro Laboratory, Inc. MAKES NO WARRAN1Y, EITHER EXPRESS DR IMPl.:IED, WITH RESPECT TD THE COMPLETENESS DR CONTINUING ACCURACY OF THE INFDRMAllDN CONTAINED HEREIN AND DISCLAIMS ALL LIABILITY FDR RELIANCE THEREON. User should have relative technical skills and satisfy himself that he has all current data relevant to his particular product and its applications. CPL4000 MSDS page 1/2 revised 2/26/2013 Section V -HEALTH HAZARDS Acute Exposure Health Effects (possible severeirntation,-to· nose, throat and skin~ Chronic Exposure Health Effects Not Determined. Symptoms of Overexposure 1. Inhaled Not normal route of entry. Dried or evaporated liquid can produce irritating dust. . Possible severe skin irritation and corneal damage. 2. Contact with Skin or Eyes 3. Absorption Through Skin Can irritate skin, not absorbed. 4.Swallowed Possible severe irritation. FIRST Alb: Emergency Procedures 1 :(§ye Coritactl {El_ush_~ith far_g_e g_UC3Q.t[ti~_e;_o~ wc1~~r_fgt a_t_lec1§~ 115-17Jinutes, liftingJ:!_pper and lower lids occasionally.i) ~--· -. -· ... -. ---· ---------····· -----... ·---, c9_ri~ir:i.ue.fl.ushi_Qg while waiting for medical assistance.1 2. Skin Contact Flush thoroughly with water. Wash with soap/water while removing all contaminated clothing and shoes; Get immediate medical attention. 3. Inhaled On over-exposure, remove to fresh air. Get medical attention. 4.Swallowed Do not induce vomiting; dilute by giving milk or water if conscious; Get medical attention immediately. Suspected Cancer Agent No This Product's Ingredients Are Not Found In These Lists . Federal OSHA ( l NTP( l IARC[ l Cal.OSHA ( l Medical Conditions Aggravated By Exposure Not determined. Section VI -REACTIVITY DATA Stability Stable [ X] Unstable ( l Conditions to Avoid Organic and mineral acids and some metals. Hazardous Decomposition Products None Hazardous-Polymerization May Occur ( l Will Not Occur -( X ) Section VII -SPILL OR LEAK PROCEDURES Spill Response Procedure Collect liquid in suitable container, then neutralize with dilute acid solution. Preparing Waste For Disposal Dispose of in accordance with Federal, State, and local regulations. After neutralizing, waste should be acceptable for flushing to sanitary sewer. Section VIII -SPECIAL HANDLING PROCEDURES Respiratory Protection Not required unless dusting is noted. Then use NIOSH approved respirator for acids. Ventilation Local Exhaust [ X ) Mechanical (General] [ X ] Special: Protective Gloves Rubber or impermeable gloves. Eye Protection Safety goggles. Other Protective Equipment Impermeable apron is advised. Work/ Hygenic Practices Protect containers from extreme temperatures. Section IX -LABELING, SPECIAL PRECAUTIONS DOT Label Not DOT Regulated HMIS Ratings Health: 1 Flammability: 0 Reactivity: 0 Special Precautions N/A CPL 4000 MSDS page 2/2 revised 2/26/2013 CHEM PRO LAB INC PRODUCT DATA SHEET WATER ll'lEA1MENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 9024B 310-532-8611 -www.chemprolab.com CHEM PRO 4072 PRINCIPAL USES Chem Pro 4072 [Microbicide 98) is a highly E:lffective, broad spectrum, nonoxidizing microbicide used in commercial and industrial cooling and process waters. It is designed to provide excellent control of algae, fur:igi and slime forming bacteria. GENERAL DESCRIPTION APPEARANCE: ODOR: PRODUCT pH: DENSITY: FLASH POINT: DOSAGE Pale green liquid. Mildly aromatic. N/A 8.6 None Initial dosage is typically 1 to 2 quarts per 1 000 gallons of system capacity. Once control is evident, a maintenance dosage of 0.5 to 1 pint per 1000 gallons of system capacity is adequate. As recommended in the Chem Pro Bacterial Program, optimum results are obtained when used in conjunction with Chem pro 5300 Dispersant. Specific use instructions will be furnished by your Chem pro Service Engineer after a thorough survey of your facilities. FEEDING For best results Chem Pro 4072 should be fed on an intermittent basis 1 to 3 times per week. The actual dosage is dependent on the operating conditions of your system and the severity of the problem encountered. HANDLING This product is corrosive to skin and eye tissue and is harmful if swallowed. Avoid eye and skin contact. Wear eye protection, rubber gloves and apron at all times when handling this product. Keep out of reach of children. SHIPPING AND STORAGE Chem Pro 4072 is available in 5 gal pails, 30, or 55 gallon drums. Store containers in a cool, dry, well ventilated area away from extreme heat or freezing temperatures. Revision Date: 3/9/2011 CHEM PRO LAB INC MATERIAL SAFETY DATA SHEET WATER mEATMENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 90248 310-532-8611 -www.chemproleb.com Section I -PRODUCT IDENTIFICATION Manufacturer Chem Pro Laboratory, Inc. trade Name Microbicide 98 (lsothiazolin) Address 941 W. 190th St Common Name [internal# CPL4072] City, State ZIP Gardena, CA 90248 Reference or Preparer , Michael Bartnik Telephone· 310-532-8611 Date Prepared 7/11/2013 (revised) Section II -HAZARDOUS INGREDIENTS FOR EMERGENCIES CALL 1-800-424-9300 [CHEMTREC) Chemical Names GAS Numbers Percent Exposure Limits.In Air ACGIH [TLV] DSHA[PEL] 5-chloro-2-methyl-4-isothiazolin-3-26172-55-4 TLV = 0.1 mg/m3 one 2-methyl-4-isothiazolin-3-one 2682-20-4 TLV = 0.1 mg/m3 This product contains no known or suspected carcinogens. Section Ill -PHYSICAL AND CHEMICAL CHARACTERISTICS -Melting Point, °F N/A Specific Gravity 1.02-1.04 Boiling Point, °F 212 deg F Solubility in Water Complete Vapor Pressure @20°C Like Water Percent Volatile N/A Vapor Density Like Water Reactivity in Water N/A Evaporation Rate Like Water pH N/A Appearance and Odor Pale green liquid., Mildly aromatic. How to Detect: N/A Section IV-FIRE AND EXPLOSION DATA Flash Point, °F None Autoignition Temp, °F Non Flammable Flammable Limit LEL Lower N/ A UELUpper N/A Fire Extinguishing Materials Water Spray( ) Foam ( ) Carbon Dioxide ( ) Dry Chemical [ l Others Other ( l Fire Fighting Procedure Wear full protective clothing and use self contained breathing apparatus. Use water spray to cool fire exposed containers. Unusual Fire Explosion Hazard During a fire, irritating and/ or toxic gases and aerosols from the decomposition/ combustion products may be present. Do not allow solution to evaporate to dryness; dry nitrates in combination with organic material may be explosive. The data in this material safety data sheet is accurate to the best of our knowledge. However, since data, safety standards, and government regulations are subject to change and the conditions of handling and use, or misuse are beyond our control, Chem Pro Laboratory, Inc. MAKES NO WARRAN1Y, EITHER EXPRESS DR IMPLIED, WITH RESPECT TD THE COMPLETENESS DR CONTINUING ACCURACY OF THE INFORMATION CONTAINED HEREIN AND DISCLAIMS ALL LIABILl1Y FDR RELIANCE THEREON. User should have relative technical skills and satisfy himself that he has all current data relevant to his particular product and its applications. Microbicide 98 [lsothiazolin) MSDS page 1/2 revised 7/11/2013 Section V -HEALTH HAZARDS Acute Exposu·re Health Effects No TLV established -LD50 = 3:B gm/kg [rat). Chronic Exposure Health Effects N/A Symptoms of Overexposure 1. Inhaled May cause irritation of the mucous membranes of the nose and throat. 2. Contact with Skih or Eyes May cause severe irritation and corneal injury. 3. Absorption Through Skin May cause severe irritation. Material is a skin sensitizer even at low concentrations, to susceptible people. 4.Swallowed May cause irritation and/or burns to mucous membranes. FIRST AID: Emergency Procedures 1.@'ye Contact) (frr:fr11~dia~ely_ ffi.!S.b~es with l§!_r:ge amounts of water for 9t least 1-5 mintJtes. Seek medical attention) (im'fuedlcitely; 2. Skin Contact Immediately flush contacted area with water. Remove contaminated clothing immediately and wash before reuse. 3. Inhaled Remove subject to fresh air. If breathing become difficult, administer oxygen and seek medical attention. 4. Swallowed Do not induce vomiting, give large quantities of milk, egg white, or gelatin solution. If unavailable, large amount of water. Avoid alcohol. Suspected Cancer Agent No This Product's Ingredients Are Not Found In These Lists Federal OSHA.( X) NTP[X) IARC [X) Cal-OSHA [ X) Medical Conditions Aggravated By Exposure Skin sensitizer. May cause severe irritation to susceptible individuals. Section VI -REACTIVITY DATA Stability Stable [ X) Unstable [ ] Conditions to Avoid N/A Hazardous Decomposition Products Thermal decomposition may yield oxides of carbon, sulfur, nitrogen, and hydrogen chloride gas. Hazardous Polymerization May Occur ( ) Will Not Occur [ X ] - Section VII -SPILL OR LEAK PROCEDURES Spill Response Procedure Contain spill. Deactivate spilled material with decontamination solution [sodium bisulfite). Collect decontaminated material with inert absorbent. Scoop up and place in a marked container for proper disposal. Wear protective clothing. Keep spill out of municipal sewers and open bodies of water. Preparing Waste For Disposal Dispose of in a secured landfill in accordance with local, State and Federal regulations. Section VIII -SPECIAL HANDLING PROCEDURES Respiratory Protection Not required under normal handling conditions. Wear NIOSH approved respirator if aerosol or mist is encountered. Ventilation Local Exhaust [ ) Mechanical [General) [ X) Special: Protective Gloves Impermeable gloves. Eye Protection Face shield. Other Protective Equipment Impermeable boots and coveralls or apron. Emergency eyewash and shower. Work/ Hygenic Practices Material is a strong irritant to skin and eyes. Avoid bodily contact. Section IX -LABELING, SPECIAL PRECAUTIONS OOTLabel UN1760, CORROSiVE LIQUID; N.O.S., 8, PG II, [5-CHLOR0-2-MEfHYL-4-ISOTHIAZOLIN-3-DNE, 2-MEfHYL-4-ISDTHIAZOLIN-3-0NE) HMIS Ratings Health: 3 FlammatJiiity: 0 Reactivity: 0 Special Precautions Protect containers from extreme temperature conditions. Workers should was thouroughly after using product. .. ---.. -··---·-·----1·---· ,, ___ .,, 'J · ·---r--.:,-'-/ i;... w ·---· 1 '/ --~ CHEM PRO LAB INC WATER TREAlMENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 90248 310-532-8611 -www.chemproleb.com PRODUCT DATA SHEET CHEM PRO 4080 PRINCIPAL USES Chem Pro 4080 is a highly effective, broad spectrum, nonoxidizing microbicide used in commercial and industrial cooling and process waters. It is designed to provide excellent control of algae, fungi and slime forming bacteria. GENERAL DESCRIPTION APPEARANCE: ODOR: PRODUCT pH: DENSITY: FLASH POINT: DOSAGE Clear, yellow to amber liquid. Pungent odor. >12 (Basic] 9.6 Closed cup: 68 deg C (154 deg F). The actual dosage is dependent on the operating conditions of your system and the severity of the problem encountered. Initial dosage is typically 3.5 -6.5 ounces per 1 000 gallons of system capacity. Once control is evident, a maintenance dosage of 0.5 -3.5 ounces per 1 000 gallons of system capacity is adequate. As recommended in the Chem Pro Bacterial Program, optimum results are obtained when used in conjunction with Chem Pro 5300 biodispersant. Specific use instructions will be furnished by your Chem Pro Service Engineer after a thorough survey of your facilities. FEEDING For best results Chem Pro 4080 should be fed on an intermittent basis 1 to 3 times per week. HANDLING Read MSDS before handling this pr9duct. This product is corrosive to skin and eye tissue and is harmful if swallowed. Avoid eye and skin contact. Wear eye protection, rubber gloves and apron at all times when handling this product. Keep out of reach of children. SHIPPING AND STORAGE Chem Pro Biocide 4080 is available in 5 gal pails, 30, or 55 gallon drums. Store containers in a cool, dry, well ventilated area away from extreme heat or freezing temperatures. Revision Date: 3/9/2011 CHEM PRO LAB INC MATERIAL SAFETY DATA SHEET WATER TREATMENT SPECIALISTS CHEMICAL ENGINEERS 941 W 190TH ST, GARDENA, CA 90248 310-532-8611 -www.chemproleb.com Section I -PRODUCT IDENTIFICATION Manufacturer Chem Pro Laboratory, Inc. Trade Name Address 941 W 190th St Common Name City, State ZIP Gardena, CA 90248 Reference or Preparer Telephone 310-532-8611 Date Prepared Section II -HAZARDOUS INGREDIENTS Biocide 4080 [internal# CPL4080) Michael Bartnik 8/16/2008 (revised) FOR EMERGENCIES CALL 1-800-424-9300 [CHEMTREC) Chemical Names CASNumbers Percent Exposure Limits In Air ACGIH[TLV] DSHA[PEL] Tetrahydro-3,5-dimethyl-2H-1,3, 533-74-4 24 2 mg/m3 2 mg/m3 5-thiadiazine-2-thione Sodium Hydroxide 1310-73-2 11.3 The remainder of the components of the components comprise propietary information Section Ill -PHYSICAL AND CHEMICAL CHARACTERISTICS Others Melting Point, °F -10 deg F Specific Gravity 1.15 g/cm3 at 25 deg C [77 deg F). Boiling Point, °F Not available Solubility in Water Easily soluble in cold and hot water. Vapor Pressure @20°C Not available Percent Volatile N/A Vapor Density Not available Reactivity in Wat.er Evaporation Rate Not available pH >12 [Basic) Appearance and Odor Clear, yellow to amber liquid. , Pungent odor. How to Detect: This product may contain substance[s) which are known to the State of California to cause cancer or repro ~ Section IV-FIRE AND EXPLOSION DATA Flash Point. °F Closed cup: 68 deg C (154 deg F). Auto Ignition Temp, °F Not available. Flammable Limit LEL Lower Not available. UELUpper Not available. Fire Extinguishing Materials Water Spray [ X ) Foam [X) Carbon Dioxide [ X ) Dry Chemical [ X ) Other [ ) Fire Fighting Procedure Fire fighters should wear positive pressure self-contained breathing apparatus (SCBA) and full turnout gear. Unusual Fire Explosion Hazard Combustible, corrosive to eyes and skin. Sensitizer. Avoid breathing vapors or spray mists. The data in this mat.erial safety data sheet is accurate to the best of our knowledge. HoweveP, since data, safety standards, and government regulations are subject to change and the conditions of handling and use, or misuse are beyond our control, Chem Pro Laboratory, Inc. MAKES ND WARRANlY, EITHER EXPRESS DR IMPLIED, WITH RESPECT TD THE COMPLETENESS DR CONTINUING ACCURACY OF THE INFORMA TIDN CONTAINED HEREIN AND DISCLAIMS ALL LIABILITY FDR RELIANCE THEREON. User should have relative technical skills and satisfy himself that he has all current data relevant to his particular product and its applications. Biocide 4080 MSDS page 1/2 revised 8/16/2008 uctive h; Section V -HEALTH H_AZARDS tAcute Ex~ureHeaTtii'Etfecii (fiery hazardous'fn case of ~e-colitact, irritant corrosfve, sensitzer to .skin, Dermal LD50 > 200) (nigL_k_gJJ3ibt>it); Chronic Exposure Health Effects The effects from chronic exposure to this product have not been fully evaluated. Symptoms of Overexposure 1. Inhaled Nausea, headache, dizziness difficulty in breathing or is cyanotic. 2. Contact with Skin or Eyes Inflammation of the eye is characterized by redness, watering and itching. 3. Abi;;orption Through Skin Skin contact may produce burns. Skin inflammation is characterized by itching, scaling, reddening, or occasional blistering. 4.Swallowed In case of ingestion seek medical assistance immediately to the nearest medical policy. FIRST AID: Emergency Procedures [lye Contact) (Eil,!Sh_jl!,llll_S~i~~e_iyy;itJ:i. 9.0,j?IOUS amour'lts oftag~ater or normal saline [minimum of 15 minutes]. 8~ @:actor as soon as eossible for further !'lValuationJ 2. Skin Contact Wash exposed area with plenty of water. Remove contaminated clothing and wash thoroughly before reuse. If irritation persists see a doctor. 3. Inhaled Immediately remove exposed individual to fresh air. If nausea, headache, dizziness, or difficulty in breathing, see a doctor immediately. 4.Swallowed Do not induce vomiting. Rinse with copious amount of water or milk. See doctor immediately. Suspected Cancer Agent Yes This Product's Ingredients Are Not Found In These Lists Federal OSHA [ X ] NTP[X] IARC [ X] Cal-OSHA [ ) Medical Conditions Aggravated By Exposure Not available. Section VI -REACTIVITY DATA - Stability Stable [ X) Unstable ( ) Conditions to Avoid Strong acids, strong bases, strong oxidizers, and reducing agents. Hazardous.Decomposition Products Carbon oxides (CO, CO2] carbon disulfide, nitrogen oxides [NO, N02] sulfur oxides [802, 803) and hydrogen sulfide. Hazardous Polymerization May Occur [ ) Will Not Occur [ X ] Section VII -SPILL OR LEAK PROCEDURES Spill Response Procedure Before responding to a spill or leak of this product, review each section of MSDS. Contain spill and absorb with inert absorbent such as vermiculite. Sweep up and place in marked containers for disposal. Preparing Waste For Disposal Follow Federal, State and local regulations governing the disposal of waste materials. Section VIII -SPECIAL HANDLING PROCEDURES Respiratory Protection NIOSH/MSHA approved respirator when misting may occur. Ventilation Local Exhaust ( X) Mechanical [General) [ X ) Special: Protective Gloves Chemical resistant gloves. Eye Protection Splash proof goggles. Other Protective Equipment Body protective clothing, chemical resistant safety shoes. Eye wash fountain and safety shower in work place a·re recommended. Work/ Hygenic Practices Use all safety precautions recommended and good hygiene practices. Section IX -LABELING, SPECIAL PRECAUTIONS DOTLabel DOT -Sodium Hydroxide Solution; Class 8, UN 1824, PG Ill. HMIS Ratings Health: 3 Flammability: 2 Reactivity: 2 Special Precautions Combustible. Corrosive to eyes and skin. Sensitizer. Avoid breathing vapors or spray mists. Biocide 4080 MSDS page 2/2 revised 8/16/2008 :l--- 3M™ Fire Barrier Duct Wrap 615+ Product Data Sheet and Installation Guide Commercial Kitchen Grease and Ventilation Air Ducts FIRE BARRIER UP20: TO ~ Are Protection FLEXIBLE~ i&AIR ioucr ,A,:eProtection ICC [i.) ~ N!.: ICC-ES ESR-1255 LISTED lntertek 96 BATTS AND BLANKETS FDR USE IN FIRE RESISTIVE DUc;r ASSEMBLIES SEE UL FIRE RESISTANCE DIREGfORY 90G9 Intertek FIRE RESISTANT DUGf FIRE RESISTANT DUGf SEE INTERTEK DIREGfORY SEE INTERTEK DIREGfORY CSFM LISTING No 2440-0941 :112 3M™ Fire Barrier Duct Wrap 615+ Product Data Sheet and Installation Guide 1. Product Descriotion 3MThl Fire Barrier Duct Wrap 615+ is a flexible fire-resistant wrap consisting ofan inorganic fiber bEnket encapsulated with a scrim-reinforced foil. The product is 1-1/2" thick, 6 pcf density.1 It is used to fire rate commercial kitchen grease ducts as well as ventilation ducts. 3M™ Fire Barrier Duct Wrap 615+ is a proven alternative to 1-or 2-hour fire-resistant rated shaft enclosures for grease ducts (ICC-ES ESR-1255). With its excellent insulating capabilities, low weight and thin profile, it is an ideal choice for a duct enclosure system. This non-asbestos2 wrap installs easily due to its high flexibility and strength. 1 In accordance with the tolerances inASTA1 C 892 Standard Specification for High-Temperature Fiber Blanket Thermal Insulation. 1 These fibers are not biopersistent and are therefore non-carcinogenic per Note Q of EU Directive 67/j./8/EEC (guideline 97169/EG). Product Features ' \ ' '' ; • High flexibility for installation ease ' UP2a: TO 5 :c RreProtect,on ,-LISTED ~&AIR ~DUCT RreProtection ·LISTED' ·@--:-·._,_ 'IFi::iil C' :.--US: ' '. , , ._ , .lni:~rte_k hit~r:tek • Two-layer wrap for grease ducts rated as a shaft alternative per ASTME2336 • Foil encapsulated for bianket protection, i · less dust, and high wrap strength ARE RESISTANibucr: ' FIRE;~ESIST~ oucy ~ INTEITTEK DIRECTORY' 'SEE INTERTEK·DIRECTORY, ,, Flexible and lightweight with a thin profile for easier application and reduced space requirements • Zero clearance to combustible throughout the entire enclosure system • Butted inner layer in 2-layer grease duct applications •·One-layer wrap for fire-resistive ventilation ducts per ISO 6944 • Wide range of penetration seal systems • Available in: 24" x 25 ft. (609.6mm x 7.62m) and 48" x 25 ft. (1219.2mm x 7.62m) rolls • Blanket adhered to foil scrim helps ptevent wrap from slumping ; ------------------------------------- 2. Applications 3M™ Fire Barrier Duct Wrap 615+ is an ideal fire resistive enclosure for t commercial kitchen grease ducts and ventilation air ducts. It is a proven alternative to a 1-or 2-hour fire-resistant 1 rated shaft enclosures for grease ducts and provides zero clearance to combustible construction throughout I the entire enclosure system (per ICC-ES ESR-1255). 3M™ Fire Barrier Water Tight Sealant 1000 NS, 3M™ Fire Barriet Water Tight Sealant 1003 SL or 3M™ :Fire Barrier Silicone Sealant 2000+ is used in combination with 3Mm Fire Bruner Duct Wrap 615+ to firestop the duct when the duct penetrates fire-rated floor or wall assemblies. 3M™ Fire Bruner Duct Wrap 615+ also provides a firestop solution where a T-rating is required for penetrations located outside wall cavities or outside fire-resistance rated shaft enclosures. l ' ' BATTS MID BLANf<Ers • FDR USE IN ARE AESISTIIIE OOC!ASSEMBUES . -SEE UL FIRE RESISTANCE !>!RECTOR)' . -§!OG9 QSFM ,qSt!NG N·o. 2440,-'094-1:;1'1:2 1\vo-Iayer grease duct applications: 3M™ Fire Barrier Duct Wrap 615+ meets the criteria of ASTM E 2336 l. _,_ • ..,._,.,;;. -~ ... -, ., -~- Standard Test Methods for Fire Resistive Grease Duct Enclosure Systems. · Single-layer ventilation duct applications: 3M™ Fire Barrier Duct Wrap 615+ has passed ISO 6944-1985 Fire Resistance Tests -Ventilation Ducts. T-rating for metallic through-penetrating items: 3M™ Fire Banier Duct Wrap 615+ is used in conjunction with 3M Fire Banier sealants to achieve up to 2-hour equal F & T-ratings m ASTM E 814 (UL 14 79) tested through-penetrations. 3. Specifications Installation shall be in strict accordance with manufacture's written instructions, as shown on the approved shop drawings. 3M™ Fire Bruner Duct Wrap 615+ shall be a high-temperature fibrous thermal insulation blanket encapsulated in a fiberglass-reinforced aluminized polyester foil. Duct Wrap density shall be nominal 6 pcf (96 kg/m3) and have a nominal 1-1/2" (38.lmm)·thickness. The fiber-blanket shall have a continuous use limit of 1000°C (1832°F). The blanket thermal resistance (R-value) at ambient temperature shall be minimum 63 °F -ft2-hr . Btu Smoke Developed Jndex and Flame Spread Index of the bare blanket, and of the foil encapsulated blanket shall be 0/0. The foil encapsulation shall be bonded to the core blanket material. Typically Specified Division or Section Division 7 -111ennal and Moisture Protection Section 23 07 13 -Duct Insulation Related Sections Section 07 21 00-Thennal Protection Section 07 21 16-Blanket Insulation Section 07 84 00-Firestopping Section 23 00 00-Heating, Ventilation and Air-Conditioning (HV AC) Section 23 31 13 -Metal Ducts For technical support relating to 3M"" Fire Protection Products and Systems, call: 1-800-328-1687 For more information on 3M'" Fire Protection Products, visit: www.3M.com/firestop 2 ' '~· ;:: ! _~,-~ ; ...;".!':',,' 1. ~ • - 4. Performance & Typical Physical Properties Scrim Color: Aluminum withBlackText ff!~~Ke_t <;:oi~!~ White · · te111p.' Btu-in, .. hr'.:ft2-OF .. w ,,,2 .x. }31~~k,~t 'Ye!~ht: _ 0.9 lbs/ft:2 (4.~8 kg/m2) __ _ _ _ I Surface Burning: Foil Encapsulated Blanket (ASTM E 84) L~ . ,, . __ . . Fl~me Sp~ead_~, S11!okepeve\012ment 9 Single layer R-Value of3M™ Fire Ban-ier Duct Wrap 615+ at 77°F (25°C): 6.38 oF-f(=-hr Btu 1 si~gi;.j;y~;R (SI) Vai~~ of 3M" Fire Barrfe~ ~t Wtap 615+ at 7iF(2siq: . i . i 0.89 m2-K ! .: -·· ·__ w 5. Design Listings Grease Duct Listings -ASTM E 2336 / ICC-ES AC101 500~F (260ilC) 1000°f (5~7'1C) I 1500°F (81$9(;) I l8ff0°F (982°C) i 2000°f (.1093°C)' I,., -,. . -- Linear Shrinkage (24 hrs at 2012°F ( 1000°C)): 1.2% [ ~~j_s;~;~u~~n:f~~fficjent (AS'Th-F'C_42~): o:so · 0:60 1.15 1.93 i.51 2,94 · r-·--· .... ,. "· ----··--r·· •··· · · .... ,_, ......... .-..... --.. ·-·-·---: ~-:----. -··:·--.. -_.. ---:--... . L }/'!i:t~esi~tive Rati'!_g _ i_ . _ Ef!cl()~ure Sy_stem i_ Third~Par:!Y J'.~!t!l!_g_lie!,Vi.£.~!~es!gp _Li~t!11_g:. : _ . _ . ___ )~~~cfiption r i~ and'2-hour... '.f ~;:fregu~nt;F:it \. . ;~t;~~~tJJ!t2t lo~f~ . . ' . ::~::~:: . t_. ____ --·· 1 ____________ . _ .i. .. _ ·-··---!~t~rt,:_k~Ml!{f!ll?~E~:[9.:___ . 'Rou11d Ventilation Duct Listings -ISO 6944-85 'Cl.09 0:17 ·0,28, :0.36 '0:43 L Fire_-~esi!~ye.:Ratj11g ·_ r~~-~il.c~o~1:1re ~~!e~; .. _ [ T~i~~~i~~ ~it~~i~~~;~.P~ij_~J:istJ,niL,: L .. ~: -· ~escrip!iOII _ . . .. r--I~ and-2-h;ur -' ' '\-fi!lyer 6f3~ Fire .. T . --Int~~k-3MU/DI,60a.O(---· .. -. -. Rectanguli!t/Rqu-iid. {1 :houri I . · -: Barrier Duct Wrap 615+ "'i Intertek3MlJIDI 12Q-Ol -. : ! -Rectaqgufar/Round·(2hoiµ;) 1 Underwriters Laboratories JINLJ'.V-2.7 . Rectapgular (2 Hour) · t , Underwrit1;:ts Laboratories 1:INLt. V-3 i , : 2~& 3•sid~d Rectangular (2 hour) ~--~--,. ___ .,.,. ..... -·'-·-----··-··--·-· ----·--·-· --~-----·····--~ ....... -·-· .... ,_ ___ .c ·-··-··--.... .. ·• --- This document only contains a partial list of Design Listings. For the latest infonnation go to www.3M.com/firestop or speak to your authorized 3M distributor or sales representative at (800) 328-1687. 6. Codes & Test Standards 3M™ Fire Barrier Duct Wrap 615+ has been tested in accordance with the following: ASTM E 2336 Standard Test Methods for Fire Resistive Grease Duct Enclosure Systems ICC-ES AClOl Acceptance Criteria for Grease Duct Enclosure Assemblies ASTM E 119 Standard Test Methods for Fire Tests ofBuilding Construction ASTM E 814 Standard Test Method for Fire Tests of Penetration Firestop Systems ASTM E 136 Standard Test Method for Behavior ofMaterial in a Vertical Tube Furnace at 750°C (1382°F) ASTM C 518 Standard Test Method for Steady-State Thennal Transmission Properties by Means of the Heat Flow Meter Apparatus ASTM E 84 Standard Test Method for Surface Burning Characteristics of Building Materials ISO 6944-85 Fire Resistance Tests -Ventilation Ducts 3M™ Fire Barrier Duct Wrap 615+, when installed per ASTM E 2336 tested Grease Duct Design Listings, addresses the following code requirements: New York City OTCR Buildings Bulletin 2010-021 NFPA 96 2008/2011 International Mechanical Code® 2003/2006/2009/2012 Unifonn Mechanical Code 2003/2006/2009/2012 3M™ Fire Barrier Duct Wrap 615+, when installed per ISO 6944 tested Ventilation Duct Design Listings, can help to satisfy the following code requirements: New York City OTCR Buildings Bulletin 2012-011 NFPA 92A Standard for Smoke-Control System Utilizing Barriers and Pressure Differences, 2009 Edition-Section 6.6.2 NFPA 92B Standard for Smoke Management Systems in Malls, Atria, and Large Spaces, 2009 Edition -Section 7.5.2 International Mechanical Code~' 2006/2009/2012 -Section 513.10.2 International Building Code<!!• 2006/2009/2012-Section 909.l 0,2 7. Packaging, Storage, Shelf Life 3M'M Fire Barrier Duct Wrap 615+ rolls are packaged in corrugated cardboard boxes. Product is stable under nonnal storage conditions. Nonnal stock and stock rotation practices are recommended. 3M"' Fire Brurier Duct Wrap 615+ shelflife is indefinite when stored in original unopened packaging in a dry warehouse environment. Pallets should not be stacked. 3M™ Fire Barrier Water Tight Sealant 1000 NS or I 003 SL or 3M™ Fire Barrier Silicone Sealant 2000+ must be also stored in a dry warehouse environment. 3 8. Grease Duct Installation Techniques 3M™ Fire Barrier Duct Wrap 615+ should be installed per the application design listing in accordance with the following basic installation instructions. Material and Equipment • 24" or 48"wide* by 1-1/2" (38.1mm) thick*' by 25 ft. (762cm) standard length 3M™ Fire Barrier Duct Wrap 615+ blanket (60.96cm or 121.92cm by 38.1mm by 762cm) • 3M™ FSK Facing Tape 3320 (aluminum foil, fiberglass scrim, kraft paper backing with acrylic adhesive or equivalent) • Minimum 3/4" (19mm) wide filament tape (Scotchij· Filament Tape 898 recommended) • Stainless steel or carbon steel banding material, minimum 1/2" (12.7mm) wide and minimum 0.015" (0.38mm) thick with banding clips of the same material • Hand biinding tensione1~ crimping tool and banding cutter • Minimum 12 gauge copper-coated steel insulation pins used with minimum 2-1 /2" ( 63 .5mm) square galvanized steel or stainless speed clips or 1-1/2" (38.1mm) dia. round or equivalent sized insulated cup-head pins • Capacitor discharge stud gun • Access door hardware: four galvanized steel threaded rods, 1/4" diameter by minimum 611 long (6.35mm by 152.4mm) with 1/4" (6.35mm) wing nuts and 1/4" (6.35mm) washers • 4" ( 102mm) long steel hollow tubing to fit threaded rods • Minimum 4 pcf ( 64kg/m3) density mineral wool or scrap pieces of 3M™ Fire Barrier Duct Wrap 615+ • 3M™ Fire Barrier Water Tight Sealant (1000 NS or 1003 SL) or 3M™ Fire Banier Silicone Sealant 2000+ 'Note: 48" (121.92cm)wide blanket helps to maximize coverage since the 3" (76.2mm) longitudinal overlaps occur less frequently " In accordance with the tolerances in ASTM C 892 Standard Specification for High-Temperature Fiber Blanket Thermal Insulation. Preparatory Work 3M™ Fire Barrier Duct Wrap 615+ is installed with common insulation tools, such as knives, handers and capacitor discharge guns for applying insulation pins. In order to install the duct firestop system, the smfaces of all the openings and penetrating items need to be clean, d1y, frost free and free of dust. 2-Layer Grease Duct Method (ASTM E 2336) Note: This general instruction for applying 3M™ Fire Barrier Duct Wrap 615+ details a two-layer wrap installation of 3M™ Fire Barrier Duct Wrap 615+ blanket applied directly to a grease duct. To minimize waste, the 3M™ Fire Barrier Duct Wrap 615+ material should be rolled outtautly before measuring. The first layer of 3M™ Fire Barrier Duct Wrap 615+ blanket is wrapped around the perimeter of the duct and is cut to a length to either butt to itself or overlap itself not less than 3" (76.2mm). The interface between adjacent blankets forms the "longitudinal" joint. Inner layer longitudinal joints can be tightly butted joints or they should overlap onto adjacent blankets with a min. 311 (76.2mm) overlap. Aluminum foil or FSK tape is used to seal all cut edges of the blanket and any tears in the foil scrim. This first layer is temporarily held in place using filament tape. The first layer does not require steel banding. The second layer of 3M™ Fire Barrier Duct Wrap 615+ is wrapped around the perimeter of the previously installed first layer of 3M™ Fire Barrier Duct Wrap 615+. The other layer perimeter (lateral) joints should be offset a minimum 3" (76.2mm) from the inner layer perimeter joints. The perimeter joints should be a minimum 3" (76.2mm) overlap. Offset the outer layer longitudinal joints a minimum 10.5'' (26. 7 cm) from the inner layer longitudinal joints. The outer layer longitudinal joints should be a minimum 3" (76.2mm) overlap. The one exception to this rule is the "Butt Joint "~th Collar Method" where it is permissible for the longitudinal joints to be tightly butted and then covered with a minimum 611 wide collar centered over it. These are available pre-made (3M™ Fire Barrier Duct Wrap 615+ Collar). The second layer of wrap can be temporarily held in place using filament tape. The second layer of wrap requires permanent fastening with stainless ( or carbon) steel banding, or with rows of weld pins (impaling or cup-head style). 3M'" Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems (Figure 1) 1-or 2-Hour Shaft Alternative Zero Clearance to Combustibles Telescoping Wrap Technique With Banding For Ducts 24" (60.9cm) or Less 1. First layer 3M™ Fire Bai1'ier Duct Wrap 615+ 2. Second layer 3M'" Fire Barrier Duct Wrap 615+ 3. 3/4" (19mm) wide filament tape 4. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 5. Longitudinal joint butt or min. 3" (76.2mm) overlap on inner layer, min. 3" (76.2mm) overlap on outer layer 6. Perimeter (lateral) joint butt or min. 3" overlap (76.2mm) on inner layer, min. 3" (76.2mm) overlap on outer layer 7. Metallic commercial cooking exhaust duct Note: System integrity is limited by quality of installation. Ducts~ 24" (60.9cm) wide require pinning on the bottom side of horizontal ducts and on a minimum of one of the wider sides of a vertical duct. Vertical ducts req:uire pinning on all sides> 48" (121.8cm). Consult current independent testing laboratories (e.g. lntertek, UL) for design or system details. See Detail 9 for additional pinning iriformation. 4 ",1..{ 8. Grease Duct Installation Techniques cont. Four approved grease duct installation techniques: 3M1'M Fire Barrier Duct Wrap 615+ 2A. Butt Jointlnner Layer with Telescoping Outer Layer With the Butt-Joint Inner Layer and Telescoping Outer Layer technique, the inner layer of blankets abut the adjacent pieces of blanket. The outer layer blankets each overlap one adjacent blanket, and then the exposed edge is covered by the next blanket as shown in Figure 2A. la. First layer of3M™ Fire Barrier Duct Wrap 615+ i b. Second layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding l /2" (12. 7mm) wide min. typical 3. 3" (76.2mm) min. longitudinal overlap 4. Tightly butted joint 2B. Telescoping 3" (76.2mm) Overlap Wrap With the Telescoping Overlap Wrap method, each blanket overlaps one adjacent blanket, and each blanket has one edge exposed and one edge coveted by the next blanket as shown in Figure 2B. la. First layer of 3M™ Fire Banier Duct Wrap 615+ lb. Second layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 3" (76.2mm) min. longitudinal overlap 2C. Checkerboard 3" (76.21l)m) Overlap Wrap With the 3" (76.2mm) Checkerboard Overlap Wrap method, blankets with both.edges exposed alternate with blankets with covered edges, as shown in Figure 2C. la. First layer of3M™Fire Barrier Duct Wrap 615+ lb. Second layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm)widemin. typical 3. 3" (76.2mm) min. longitudinal overlap 2D. Butt Joint with Collar With the Butt Joint and Collar method, adjacent blankets are butted tightly together and 6" (152.4mm) wide collar of duct wrap is centered over the joint, overlapping each blanket by 3" (76.2mm) minimum as shown in Figure 2D. - 1 a. First layer of 3M'M Fire Barrier Duct Wrap 615+ lb. Second layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 6" (152.4mm) min. wide 3M™ Fire Barrier Duct Wrap 615+ Collar 4. Tightly butted joint Figure 2A Butt Joint Layer with Telescoping Outer Layer (Cross Section View) Figure 2C Checkerboard Overlap (Cross Section View) Figure 2D Butt Joint with Collar (Cross Section View) 5 6 8. Grease Duct Installation Techniques cont. Access Door Installation Four galvanized steel threaded rods, 1/4" diameter {6.35mm) by 4-1/2" to 5" long (114.3mm to 127mm) are welded to the duct at the comers of the door opening. Four steel tubes, each 3" (76.2mm) long, are placed over the rods to act as protection for the 3M™ Fire Barrier Duct Wrap 615+, and to transfer the wing nut force to the access door, when fastening the door. Four insulation pins are welded to the door panel for installation of the blanket. One layer of 3M™ Fire Barrier Duct Wrap 615+ is sized approximately 1/2" to l" larger than the access door on all sides and impaled over the insulation pins on the panel. It is essential that this layer fit tightly against the wrap surrounding the access door opening with no through openings.A second layer of 3M™ Fire Barrier Duct Wrap 615+ is cut to overlap the first layer by a minimum of 1" (25.4mm). Impale the second layer over the pins. A third layer of 3M™ Fire Barrier Duct Wrap 615+ is cut to overlap the second layer by a minimum of I" (25.4mm). The third layer is impaled over the pins and all three layers are locked in place with galvanized or stainless steel speed clips. Pins that extend beyond the outer layer of 3M™ Fire Barrier Duct Wrap 615+ should be turned down or cut off to avoid sharp points on the door. The insulated door panel is placed over the threaded rods and held in place with washers and wing nuts. The details are shown in Figure 3. The details for installing the 3M'" Fire Barrier Grease Duct Access Door (pre-manufactured) are shown in Figure 3A. 3M"' Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems (Figure 3) Field-Fabricated 2-Hour Access I)oor System 1. Access hole 2. 1/4" (6.35mm) dia. by a minimum 611 (152.4mm) all-threaded rods 3. Access door cover-16 gauge 4. Insulc1tion pins (impaling pins )-welded ( optional) 5. First layer 3M™ Fire Ban·ier Duct Wrap 615+ cut same size as cover 6. Second layer 3M'" Fire Barrier Duct Wrap 615+ with 1" (25.4mm) overlap on all sides 7. Third layer 3M™ Fire Barrier Duct Wrap 615+ with 1" (25.4mm) overlap on all sides 8. Speed clips (optional) 9. Aluminum tape covering all exposed edges I 0. 4" (102mm) long steel hollow tubing to fit threaded rods 11. 1/4" (6.35mm) diameter wings nuts and 1/4" (6.35mm) washers 3M11 " Fire Barrier Duct Wrap 615+ Commercial Kitchen Grease Duct Systems (Figure 3A) Pre-Fabricated 1-or 2-Hour Access Door System 1. Access hole 2. 1/4" (6.35mm) dia. by a minimum 611 (152.4mm) all-threaded rods 3. 3M™ Fire Barrier Grease Duct Access Door or Ductmate ULtimate Door™ 4. Insulation pins (impaling pins)-welded 5. First layer 3M™ Fire Barrier Duct Wrap 615+ with 1" (25.4mm) overlap beyond access door on all sides 6. Second layer 3M™ Fire Barrier Duct Wrap 615+ cut to same size as first layer 7. Third Layer 3M'M Fire Barrier Duct Wrap 615+ with 1" (25 .4mm) overlap beyond second layer on all sides 8. Speed clips 9. Aluminum tape covering all exposed edges 10. 1/4" (6.35mm) diameter wings nuts and 1/4" (6.35mm) washers 11. Insulation pins ( cup-hea:d pins)-welded l N;;;·:-Sy;;;n in·t;grity i;-linii(f!d by·w,dii~ 9/i~si~zidti~ti.·._C~ri~ult_-cittrent, 1-independent testi11g lqbo_rator.ies.'(e.g. lt1fei:tek,. UL) for.l)~sign or System· i Details. Jn..all folfr overlap·fechniqtles tbe per}nietet.o.veNdp can qi:cw at I any location on the· duct.. --. , _ ·. _ · , -. · , .. l,,..,-_,._. n.,~.,_ _.. ____ .~--------~......,,..,.,__,_,._' ~~-· ., ,-.-. -• .~-.,,_.._ -~_,__... -_,..,. --..-~ ~-k• -~--• ,., ,.,._, ~..... -~·-·-· ~-~--...... ....... ,,, -"'; ,--.~, ""';. i N6te;System·integrity !$.·limited. !_ !Jy:quality_,of iristql/qtion. Cof!sult ! c;w:rent inr;lep~ndentt,~st(~g__ . · i laboratories (e.-g. lnt[!rtek, UL) for l D"¢sign or Sy~tf!lli Details. In allfour \ oy_erlqp techn_iq_ues..th~ pJJri,neter . I iJilerlqp can occur al-any locati'(Jn 011 r the duct. . . ................. _. ... --·----~ ,._ '" -~-. ------~--- 12. Access door cover -16 gauge cut same size as third layer of duct wrap with clearance holes to match pattern of all-threaded rods 8. Grease Duct Installation Techniques cont. 3M"' Fire Barrier Duct Wrap 615+ Commercial Grease Duct Systems (Figure 4) 1 or 2-Hour Shaft Alternative Zero Clearance to Combustibles Suggested Roof Vent I. Duct 2. Roof Assembly 3. RoofFl~shing 4. Vent Flashing 5. Two layers 3M™ Fire Barrier Duct Wrap 615+ 6. Firestopping System for Rated Roof Assemblies Only 7. Extend wrap a min. distance that meets local code requirements for clearance to combustibles } """' ........ --• -·--... ' • , .• ' • ~'>-• --· . -....... ''" '--· ··-· -....... _, · Nore: Syf/tem integrity is limited by quality of installation. Consult current _ · l_~nd.5;Pen~~1t testing_ l'!boratbries (e.g. lntertek, UL)/or Design or.....System D(!tails. __ . 3M"' Fire Barrier Duct Wrap 615+ Commercial Grease Duct Systems (Figure5) Suggested Free-Standing Hood Installation I.Hood 2. First layer 3M™ Fire Barrier Duct Wrap 615+ 3. Second layer 3M™ Fire Barrier Duct Wrap 615+ 4. 3" (76.2mm) minimum overlap 5. Banding typical I -ii;,;:; "s;~,;;~ ;;;~~ity ;;-u~;uea by ~~~ti,;··-·~ ; of installation. Consult current indepen'¢ent ' t(!siing laboratories (e.g. Jntertek, UL)for ' Design or System Details. . "~--~----~,, ,.__,--~-.......... ....,~ --~ _,..,, ~---" ......... ' ~ -· .... -,_. 3M''" Fire Barrier Duct Wrap 615+ Grease Duct Systems (Figure 6) Suggested Grease Hood Installation I. Two layers 3M™ Fire Barrier Duct Wrap 615+ 2. Scotch® Filament Tape 898 ( or similar) for temporary hold 3. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 4. 6" (152.4mm) long, 12 Gauge Copper-Coated Insulation Pins with Speed Clips -OR- 5. 12 Gauge cupped head.pins 6. 3" (76.2mm) min. perimeter overlap 7. 3" (76.2mm) min. seam overlap 8. Cutout Duct Wrap around junction boxes or fan louvres r ·-------.. -·-· ------. -• -.. -.... .. -------- ; Note: System integrity is limited by quality of installation. r Con~ult-curref!t ind.ependent testing laboratories I (e.g. Jnt(!rtek, UL) for Design at System Details. ; 1;......,.....,.,,,__ -·--.-.-1>~, -·· ..,.,. '·-. -....~-~ .... ,4 -,,, ..__ -----~ ·-----• ,._..._ ..... / 'i "[X]" 7 . ·-,...,.___,_! 0 • ---· ____ _.__ ______________ ,:·::~:f_• \,._'.::: ~ ;,___,· }] 9. Ventilation Air Duct Installation Techniques 3MTh' Fire Bru1·ier Duct Wrap 615+ should be installed per the application design listing in accordance with the following basic installation instrnctions. I-Layer Ventilation Duct Method (ISO 6944) Note: This general instrnction for applying 3M™ Fire Barrier Duct Wrap 615+ details a one-layer wrap installation of 3M™ Fire Barrier Duct Wrap 615+ blanket applied directly to a ventilation duct. To minimize waste, the 3M™ Fire Barrier Duct Wrap 615+ material should be rolled out tautly before measuring. The single layer of 3M™ Fire Barrier Duct Wrap 615+ blanket is wrapped around the perimeter of the duct andjs cut to a length to overlap itself not Jess than 311 (76.2mm), this is known as the "circumferential" or "lateral" joint. The interface between adjacent blankets forms the "longitudinal" joint. The minimum overlap required at the longitudinal joints is a minimum 311 (76.2mm) overlap. Aluminum foil tape or FSK tape is used to seal all cut edges of the blanket and any tears in the foil scrim. As an installation aide, the blanket may be temporarily held in place using filrunent tape. The 3M™ Fire Barrier Duct Wrap 615+ requires permanent fastening with stainless ( or carbon) steel banding, or with rows of weld, pins (impaling or cup head style). Three approved ventilation duct installation techniques: 3MM Fire Barrier Duct Wrap 615+ 7A. Telescoping 3" (76.2mm) Overlap Wrap With the Telescoping Overlap Wrap method, each blanket overlaps one adjacent blanket. Each blanket has one edge initially exposed which is then covered by the edge of the next blanket as shown in Figure2A. Figure 7A Telescoping (Cross Section View) 1. Single layer of 3M™ Fire ~arrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm)widemin. typical 3. 311 (76.2mm) min. longitudinal overlap 7B. Checkerboard 3" (76.2mm) Overlap Wrap With the 311 (76.2mm) Checkerboard Overlap Wrap method, blankets with both edges exposed alternate with blankets with covered edges, as shown in Figure 2B. 1. Single layer of 3M'N Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 311 (76.2mm) min. longitudinal overlap 7C. Butt Joint with Collar With tl1e Butt Joint and Collar method, adjacent blankets are butted tightly together and 611 (152.4mm) wide collar of duct wrap is centered over the joint, overlapping each blanket by 3" (7 6.2mm) minimum as shown in Figure 2C. 8 1. Single layer of 3M™ Fire Barrier Duct Wrap 615+ 2. Steel banding 1/2" (12.7mm) wide min. typical 3. 6" (152.4mm) min. wide 3M™ Fire Barrier Duct Wrap 615+ Collar 4. Tightly butted joint Figure 7B Checkerboard Overlap ~ (Cross Section View) 3" (76.2 mm) 11 r---,-..1__, 1-1/2" (38.1 mm) -I l-i -----24" (61 cm) Figure 7C Butt Joint with Collar (Cross Section View) 9. Ventilation Air Duct Installation Techniques cont. 3M'" Fire Barrier Duct Wrap 615+Ventilation Duct Systems (Figure 8) 1. 3M™ Fire Barrier Duct Wrap 615+, I-layer 2. Perimeter (lateral) joint min. 3" (76.2mm) overlap 3. 3/4" (19mm) wide filament tape 4. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 5.Longitudinaljointmin. 3" (76.2mm) overlap 6. Metallic ventilation duct Note: System integrity is limited by quality of installation. Ducts?; 24" (60.9cm) wide require pinning on the bottom side of horizontal ducts and on a minimum of one of the wider sides of a vertical duct. Vertical ducts require pinning on all sides> 48" (121.8cm). r-··· -·· -·· .. _ ..... --. ... -, ... .,. I Note: SY.stem integrity is limited by quality of installation; Consult current independent-, I testing laboratories (e.g. lntertek, UL) for Design or System Details. · ; ""---·· -·--·--·-·--·-. ···-................. ·' 1 O. Grease Duct & Ventilation Air Duct Installation Techniques Duct Support (Grease & Ventilation) Horizontal duct assemblies with maximum cross-sectional areas of24" x 24" (610mm x 610mm) must be supported with min. 3/8" diameter (9.5mm), all-thread steel rod and 2" x 2" x 1/8" (51mm x 51mm x 3.2mm) steel angle, spaced a maximum of 60" (1524mm) on center. A min. clearance of 0" (0mm) and a max. clearance of 611 (152mm) is required between the vertical edge of the blanket material surrounding the duct and the steel rod. Horizontal duct assemblies with max. dimensions of24" x 48" (610mm x 1219mm) must be supported with min. 1/2" diameter (12.7mm), all-thread steel rod-and 2" x 2" x 1/4" (51mm x 51mm x 6.4mm) steel angle spaced a max. of60" (1524mm) on center.Amin. clearance of0" (0mm) and amax. clearance of6" (152mm) is required between the vertical edge of the blanket material surrounding the duct and the steel rod. Vertical ducts must be supported at every floor line on the top of the slab. Pinning & Banding Requirements Duct Width width~ 24" 24" < width ~ 48" width> 48" 3M"'. Fire Barrier Duct Wrap 615+ i ·-·-. Bandlng•with -· · -,:1~irm.ing.,On(M;j Banding Only ' Bottom-Side PinnlmLd ~114 .S1de§)1J ! \I \I \I ., \I --Pinning guide (Figure 9) ~ -0 0 Additional pinning to prevent sagging of the duct wrap. For all ducts greater than 24" ( 60cm) in width, pinning is required to support the blanket on the bottom -0 0 horizontal surface and on the outside face of a vertical duct run. Space pins a -0 0 max. of 10-1/2" (26.7cm) apart in the direction of the blanket width, and a ----2--R..--max. 12" (30cm) apart in the direction of the blanket length. -0 0 Materials and Equipment I I I I I I I I I I • Minimum 12 gauge copper-coated steel insulation pins used with minimum 2-1/2" ( 63.5mm) square galvanized steel or I stainless speed clips or 1-1/2" (38.1mm) dia. round or equivalent . . 0 0 0 0 0 0 0 i ' sized insulated cup-head pins I I . . 0 0 0 0 0 0 0 t ' • Capacitor discharge stud gun I Note: Either apply min. 12 gauge copper-coated impaling pins to the bare duct using a capacitor ,. •,>·~-·,· .,.. ... ~. ~.---~ ,... .. , ~·-·.., .~ '" .,__,, • ,.. ~· ' • -' - discharge gun or apply min. 12 gauge cup-head ; Note: System integrity is liinited by qµg/ity of{nstallat{on. Consult curre1it _ pins after the duct wrap is installed. 1 independent tesJing laboratories (e.g,Jntertek; UL) jor.-D(Js.fgfl ,or System Details, ... • ••• ---~-----·.. . • --• --· ••• ---S· .. ' -••• • •• ---' -• -.. • • • • 9 10. Grease Duct & Ventilation Air Duct Installation Techniques cont 3M'" Fire Barrier Duct Wrap 615+ Hanging Support Details for Fire-Rated Ductwork (Figure 10) Note: To facilitate the application of 3M Fire Barrier Duct Wrap 615+ so that the rods & trapeze hangers are outside the wrap envelope, the following dimensions are recommended: 1. Rod-to-bare duct clearance (Y) 2. Added rod length (X) 1-layer 2-layer 4" (102mm) 611 (152mm) 2" (51mm) 4" (102mm) (+ •>>-••--.-~ •¥ ....... + ~.-• + '•< ,_ • .,. -~L• •, -•••-•,• ~~-,-•~ ..... -~-~ f Note: Syste,m integrity is limited by quality of instal/9tion. Consult cw~rent L b!tJJP:~.1e~~ te~(in!i laborator~es (e.g. In_te,~e,k, UL) for_ D~sign_oi· Sy!tem, D__e!~if::...,' 3M'" Fire Barrier Duct Wrap 615+ Hanger Penetrations of Wrap Envelope for Grease or Ventilation Duct Systems (Figure 11) 1. Min. l/2" (12. 7mm) crown of 3Mm Fire Barrier Sealant CP 25WB+ or 3000WT 2. Tape seams-min. 3" (76.2mm) wide aluminum tape, 3M™ FSK Facing Tape 3320 ( or equivalent) 3. 1 or 2 layers of3M'M Fire Barrier Duct Wrap 615+ (application dependent) 4. All Threaded Rod 5. C-channel or angle iron trapeze support 6. Seismic bracing wire Note: The inclusion of metallic items penetrating out ofthe wrap envelope may diminish the T-Rating of the enclosure. r·---··--·: .......... -.... , .. ,..... .... . . . . . .. , . , ! Note: System integt,ity is limited by quality of installation. Consult current'independelit testing laboratories L[e.g. !!!!~rf_!..k: '!9/?r_!?._es~f!.n_~r System Details: -~ _ _ _ . , 3M'" Fire Barrier Duct Wrap 615+ Conduit Penetrations of Wrap Envelope for Grease or Ventilation Duct Systems (Figure 12) 1. Duct 2. 1 or 2 layers of3~ Fire Barrier Duct Wrap 615+ (application dependent) 3. Min. 1/2" (12.7mm) crown of3~ Fire Barrier Sealant CP 25WB+ or3000WT Note: 'J'he inclusion of metallic items penetrating out of the wrap envelope may diminish the T-Rating of the enclosure. Penetrants within the wrap envelope are not protected from the effects of a grease fire. rN;;;_::sy;;~; "in;;;;;~ it~u~a b; quality. of insiait~tib~ .. , t Consult curren_t independe,:it testing /aborato~ies ' (e.g. lntertek, UL) for Design or System Detwls. , ~-----,-~·.--~ ... ,,~---_,,,.,,..,. ~~ -,, + ,,, ·-..... ~"'"' .--~-f IO ...il<l'----..,__-.Ll>I._ Pipe or Conduit Perpendicular to Duct f :· ;~ .•• : ;· : 10. Grease Duct & Ventilation Air Duct Installation Techniques cont. 3M'" Fire Barrier Duct Wrap 615+ Suggested Two-Sided Wrap Installation (Figure 13) I. Concrete slab 2. 1 or 2 layers of 3M™ Fire Barrier Duct Wrap 615+ (application dependent) 3. Concrete fasteners-min. 1/4" (6.35mm) dia. steel concrete anchors 4. 1/8" (3.18mm) thick x 2" to 3" (50.8mm to 76.2mm) wide bar stock perforated 12" (30.5cm) O.C. 5. Duct · 6. Steel banding 1/2" (12.7nun) wide min. typical for pennanent fastening 7. Banding clips Nqte: Sy[ftem integrity is limited by quality ' of installation. Consult current indepenqent ' testing labor'ator-ies (e.g. lntertl?k, UL) for . D_esign or_ SystemDet<Jils. . _ . . _ , . -~ 3M'" Fire Barrier Duct Wrap 615+ Suggested Three-Sided Wrap Installation (Figure 14) 1. Concrete slab assembly 2. 1 or 2 layers of3M™ Fire Barrier Duct Wrap 615+ (application dependent) 3. Concrete fasteners-min. 1/4" (6.35mm) dia. steel-concrete anchors 4. 1/8" (3.18mm) thickx 2" to 3" (50.8mm to 76.2mm) wide bar stock perforated 12" (30.5cm) O.C. 5.Duct 6. Steelbanding 1/2" (12.7mm) wide min. typical for pennanentfastening 7. Banding clips Note: Sysiem integrity is limited by quality of installation. ' Coi1sult current independent testing laboratories <::_g. 113.t<#.!:_tek, gp for.l!!sign or ?ystem Deta~s. -, ~3"(76.2mm) <J <I <j "' ;;'=====';""'======;;i-J-t-===t-,~ ~3"(76.2mm) <I t.\ "' ---+--~3 4 a. 11 10. Grease Duct & Ventilation Air Duct Installation Techniques cont. 3M'' Fire Barrier Duct Wrap 615+ Elbow and Banding Installations (Figure.15) Suggested Elbow Pattern Installation (A) 1. Perimeter 2. 3" (76.2mm) min. overlap 3. Hole cut (off-center) Note: Place overlap on opposite side ofhorizonta1 pattern. Suggested Banding Pattern Installation (B) 1. Grease ofventilation duct 2. 1 or 2 layers of 3M'M Fire Barrier Duct Wrap 615+ (application dependent) 3. Steel or stainless steel banding 1/2" (12.7mm) wide min. typical for permanent fastening with max. I 0-1/2" (26. 7 cm) spacing 4. 3" (76.2mm) overlay (typical throughout application) 5. Min. 3" (76.2mm) perimeter overlap (not shown) Note: 1-Iayer application depicted. When 2-Iayer application is required, replicate these steps with outer joints stagger~d a min. 3" (76.2mm) from inner joints. }Janding is required on outermost layer only. ---------Cut -----Fold ;~-~----., ·------~--.-,._,. ~------·~~~, -· -...,... -~ ..,,, .. .,_,..., ..... ,.........,_ I. NiJte; System integrity ·is limited·by quality of installation. Consuft current indep(!!7dent ·testing /afioratories (e.g, Intertek, UL) for Design or System Details. '. , __________ -----·-···--·········· ... ' ........ ----· ... ----~---·····--------··- 31\T" Fire Barrier Duct Wrap 615+ Suggested Installation for 90° Turn (Figure 16) A-F (representative field-cut duct wrap sections) I. Duct 2. I or 2 layers of3~ Fire Barrier Duct Wrap 615+ (application dependent) 1st Layer 3. Scotch® Filament Tape 898 ( or equivalent) 4. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 5. Min. 3" (76.2mm) perimeter overlap 6. Min. 3" (76.2mm) longitudinal overlap Note: 2-Jayer application depicted. When 1-layer application is used, install banding (item 4) as a permanent hold. I Note: System integrity is limited by quality : ! of installa_tion. Consult current independent , I testing laboratories (e.g. Jntertek, UL)for ' ! J?!.~ig_~ ot 8!,_ste1!1_ Def;1!~~:-~ -.. _ _ _ _ _ .. 12 2nd Layer 0! ._I .. ~. 10. Grease Duct & Ventilation Air Duct Installation Techniques cont. 3M"' Fire Barrier Duct Wrap 615+ Suggested Branching Duct Details (Figure 17) 1. Duct 2. Full width pieces of 1 or 2 layers of 3M™ Fire Barrier Duct Wrap 615+ (application dependent) 3. Steel banding 1/2" (12.7mm) wide min. typical for permanent fastening 4. 3M™ Fire Barrier Duct Wrap 615+ (field cut) Note: Install first piece onto the inside of the inner duct area and then install the adjacent pieces so they overlap at the edges· a minimum of3" (76.2mm). When an application requires a second layer of duct wrap, install the second piece over the first piece and overlap at the edges a minimum of 3" (76.2mm). 1 Note, System integ~~:ty ~; zi~tted by quality ' ! of installation. Consult current indep<;ndent , 1 testing labqratories (e.g. Imertek, UL) for : l I!.:S.i?!1, ~~-~is!ern: /J~t~ils., .. -. ' -. -.. • -_; 3M'MFite Barrier Duct Wrap 615+ Suggested Duct Wrap/ Shaft Transition Installations (Figure 18) 1. Fire barrier gypsum shaft assembly 2. 5/8" (15.88mm) depth of3M'N Fire Barrier Sealant 1 000NS, 1003SL or 2000+ 3. I or 2 layers of 3M™ Fire Barrier Duct Wrap 615+ (application dependent) 4. 3M"' Fire Barrier Duct Wrap 615+ (use small scrap piece) 5. Fire barrier concrete floor assembly 6. Air gap as required by local mechanical code (grease ducts) 7. Extend duct wrap into shaft a min. distance that meets local code requirements for clearance to combustibles f Note~ System, integrity is limit~d by q11ality l of installation; Consult current incfependertt f t~sting laboratories (e.g. Jntertek, UL}for I Design dr System Details.• · l.-.,__,.,. ·-.... _,..,,_ ~' ~~-"-"· ........ ,,,_, .. ,, ~ .......... _,, -=-~-,.. First Piece I\ H 13 10. Grease Duct & Ventilation Air Duct Installation Techniques cont. Penetrations When the duct penetrates a fire rated wall, ceiling or floor, an approved firestop system must be employed. Figures 19-21 illustrate typical conditions. To firestop the wrapped duct, follow the installation parameters detailed in a compatible ASTM E 814 tested through-penetration firestop design. Note: Through-penetration designs in which the duct is bare where it passes through combustible or limited-combustible construction ( e.g. gypsum walls or wood joist floor-ceiling assemblies) are appropriate for ventilation duct scenarios only. It is not appropriate for bare, uninsulated grease ducts to pass through combustible assemblies. futertek 3MU/DI design listings contain through penetration details. See system details ofUL System HNLJ.V-27, Section 3.C. for applicable UL through penetration systems. 3M"' Fire Barrier Duct Wrap 615+ Typical Through Penetration Firestop System (Figure 19) I-Hour Through Penetration Systems Fire-Rated Wood/Gypsum Floor/CeilingAssembly 1. Floor/ceiling assembly 2. Duct 3. One or two layers 3M"" Fire Ban·ier Duct Wrap 615+ 4. Banding or pinning 5. 3M"" Fire Barrier Packing Material PM 4, 4 pcfmineral wool, or scrap duct wrap (min. 33% compressed) 6. 3M™ Fire Barrier Water Tight Sealant I 000 NS, 3M™ Fire Barrier Water Tight Sealant 1003 SL, or 3M"" Fire Barrier Silicone Sealant 2000+ Note: Sealant to be applied at a minimum 5/8" (15.9mm) depth. r-·------·····--····-----·--....... --··· ···--·····---·-····-., I Note-: System integrity is limited by quality of installation. Consult current . . independent testing labofator-ies (e.g. Intertek, UL} for I)esfgn.or System Detriils,. i L •.. -~ •. --. ---···-····-·· •.•... -· •. ---·--···· ··--·•·· -···•-··"··· .. ·····-·-· 3M"' Fire Barrier Duct Wrap 615+ Typical Through Penetration Firestop System (Figure 20) 1-or 2-HourThrough Penetration Systems-Gypsum Wall or Gypsum Shaftwall la. Gypsum wall assembly 1 b. Gypsum shaftwall assembly 2.Duct 3. One or two layers 3M"" Fire Barrier Duct Wrap 615+ (layering dependant on application) 4. Banding or pinning 5. 3M"" Fire Ban·ier Packing Material PM 4, 4 pcf mineral wool, or scrap duct wrap (min. 33% compressed) 6. 3M"" Fire Barrier Sealant I 000NS or 200o+ applied at a min. 5/8" (15.9mm) depth Note: The assembly can be either a symmetrical gypsum wall or an asymmetrical gypsum shaftwall. r __ ... ,,._. ___ -· ............... ----_,. .. ·------····----... -·------·-·----- Note, System integrity is limited by quality of instal/qtion. Consult current 1 !1 indepefl(lent testing laboratories (e.g. Intertek, UL) for Design or System Diitqi/s. ; -·-··--..--.. , ..... ~~~ .. --~-· .. _,... __ ~, ¥••-~---~---------~-·-_..,_...,_,,._ ·------~--~-- For technical data and properties of 3M™ Fire Barrier Water Tight Sealant I 000 NS, 3M"" Fire Barrier Water Tight Sealant I 003 SL or 3M"" Fire Barrier Silicone Sealant 2000+, see separate product data sheets available from your 3M representative or go to www.3M.com/firestop. 14 10. Grease Duct & Ventilation Air Duct Installation Techniques cont 3M'" Fire Duct Wrap 615+ Typical Through Penetration Firestop System (Figure 21) 1-or 2-Hour Through Penetration Systems 4-1/2" (11.4cm) Concrete Floor or Wall I. Floor/ceiling or wall assembly 2.Duct 3. One or two layers 3M™ Fire Barrier Duct Wrap 615+ (application dependent) 4. Banding or pinning 5. 3M™ Fire Barrier Packing Material PM 4, 4 pcf mineral wool or scrap duct wrap (min. 33% compressed) 6. 3M™ Fire Barrier Water Tight Sealant 1000 NS, 3M'" Fire Barrier Water Tight Sealant 1003 SL, or 3M™ Fire Barrier Silicone Sealant 2000+ Note: Sealant to be applied at a minimum 5/8" (15.9mm) depth. For wall assembly apply sealant to both sides of wall. (3M'" Fire Barrier Water Tight Sealant 1003 SL not suited for wall applications.) I Not;; s;;;;-;,,-fnte~rity i; li~ited bJiquality ~f i;staliati;. Co;;~lt-c;;,.,;~,-~--~ j independent testing laboratories (e.g. lntertek, UL) for Design or System Detai(s. ; "·.--·--,,_,_, .. a .,._.,.-,_, ~ ""•"•• • • • .. ~ •• ~ ., ~~ ~--•--· ~.,_ "", •--~ _._., • .., • ..,._~_,-_.., __ , __ -. .... 1 For technical data and properties of 3M™ Fire Barrier Water Tight Sealant 1000 NS, 3M™ Fire Barrier Water Tight Sealant 1003 SL or 3M™ Fire Barrier Silicone Sealant 2000+, see separate product data sheets available from your 3M representative or go to www.3M.com/firestop. 11. Maintenance No maintenance is expected when installed in accordance with the applicable Intertek, UL or other third-party listed system and in accordance with 3M™ Fire Barrier Duct Wrap 615+ Installation Guidelines. Once installed, if any section of the 3M™ Fire Barrier Duct Wrap 615+ is damaged such that the blanket requires repair, the following procedure will apply: 1. If the blanket has not been damaged but the foil has ripped, seal the rips with aluminum foil tape. 2. If the blanket has been damaged: a. The damaged section should be removed by cutting the steel banding or removing the clips holding it in place. b. Anew section of the.same dimension should be cut from a roll of 3M™ Fire Barrier Duct Wrap 615+, either 24" (60.9cm) or 48" (121cm) wide. c. The new section should be placed and fitted ensuring the same overlap that existed previously (i.e. the original installation method). d. The steel banding should be placed around the material and tensioned so as to sufficiently hold the 3Mm Fire Barrier Duct Wrap 615+ in place. 12. Availability 3M™ Fire Barrier Duct Wrap 615+ is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M™ Fire Barrier Duct Wrap 615+ is available in 24" x 25 ft, Roll (I/case), 48" x 25 ft, Roll (I/case). 3M™ Fire Barrier Duct Wrap Collars 615+ are available in 1.5" x 6" x 25 ft, Rolls (4/case ). For additional technical and purchasing information regarding this and other 3M'" Fire Protection Products, please call: 1-800-328-1687 or visit www.3M.com/firestop. 13. Safe Handling Information Prior to handling or disposal of 3M'" Fire Protection Products, consult all relevant Material Safety Data Sheets (MSDS). 15 3NI Building and Commercial Services Division 3M Center, Building 223-2N-21 St. Paul, MN 55144-1000 USA 1-800-328-1687 www.3M.com/firestop Important Notice to User: Technical lnfonnation: The technical information, recommendations and other statements contained in this document are based upon tests or experience that 3M believes are reliable, but the accuracy or completeness of such information is not guaranteed. Product Use: Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application. Given the variety of factors that can affect the use and performance of a 3M product, user is solely responsible for evaluating the 3M product and determining whether it is fit for a particular purpose and suitable for user's method of application. Warranty and Limited Remedy: 3M warrants that each 3M'" Fire Protection Product will be free from defects in material and manufacture for 90 days from the date of purchase from 3M's authorized distributor. 3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICUIJ\R PURPOSE. If a 3M product does not conform to this warranty, the sole and exclusive remedy is, at 3M's·option, replacement of the 3M product or refund of the purchase price. Limitation of Liability: Except where prohibited by law, 3M will not be liable for any loss or damage arising from the 3M product, whether direct, indirect, special, incidental or consequential, regardless of the legal theory asserted. Please Recycle. Printed in USA.© 3M 2013.AII Rights Reserved. Literature Order Info: 98-0213-4662-6 3M and Scotch are trademarks of 3M. All other trademarks are the property of their respective owners. ' ' COPPER-FIN JI® . \ \ ..,.--.. - _..I ·-.. , ....... ~ __ ...........,_-·--~·-~·,_-it1-·: ...... .:._b=,···'-~!:·=· . ~·· ·=-==-=-=7 -±hr 1zft!tn ,-•r ADVANCED OPERATING CONTROL FEATURING A BUILT-lN CASCADING SEQUENCER 9 MODELS -400,000 -2,070,000 BTU/HR PROPORTIONAL FIRI-NG UP TO 4:1 LESS THAN 20 ppm NOx VENT FLEXIBILITY TO 100 FEET '?t-Locbinvar ~ Higl1 Efficiency Water Heaters, Boilers and Pool Heaters --------~------¼.---·----------- i , 1 t 1 ' I, ·- I :oPPER-FIN l TRE FOUNDATION OF LO-CHINVAR B-ECOIVtES STRON·GE'R Copper-finned tube, non-condensing appliances are the foundation of Lochinvar's success. In 1:99J, Lochinvar introduced the Copper-Fin II, the first horizontal chassis, copper-finned tube boiler. to-.operate with fan-assisted combustion. Now, the Copper-fin II is even better. Along with high thermal efficiei:rcy, gc)sketless heat exchangers . and multiple venting options we have added Lochinvar's exclusive SMARTSYSTEM~M control'. Nine models from 399,999 to 2,070,000 Btu/hr input provJde you with exceptional products with ~-long list of new features in addition to the established features which redefined the fodu§try. Jlie Copper-fin JI was the fir.st .proportional fired, fan-assisted boiler on the market. Every model features a small footprint foteasy passage th tough a 36" door, Low NOx -third party tested to less than 20 .PPM, Stack Frarnes· that can pt;tt twfce the Btu/hr input in, the same space and vent diameters up to 8" smaller than conventional atmospheric be.Hers .. .. High Efficiency Commerciat.Boilers The most exciting addition to the Copper-Fin II is the SMART SYSTEM™ control. The SMART SYSTEM is an c1dvanced, state of tbe art integrated operating control. We intro.duced the SMART SYSTEM control in 2005 and it has delivered proven operation in thousands of demanding commercial applications·, The control provides the installer, owners and operators. with precise temperature control and diagnostic information. Advanced features include: 11 2-LINE, 16 CHARACTER LCD DISPLAY OF SETUP, SYSTEM STATUS AND DIAGNOSTIC DATA IN WORDS, NOT CODES • BUILT-IN CASCADE SEQUENCER CONTROLUNG OP TO 8 BOILERS • FRONT ENO LOADING CAPABILITY WITH (REST OR KNIGHT BQILERS • OUTDOOR RESET ADJUSTS SETPOINT BASED ON RESETCURVE • DOMESTIC HOT WATER PRIOR!TIZATION ALLOWS THE BOJLE~ TO PROVIDE SPACE HEATING AND PRODUCE DOMESTIC HOT WATER ALLIN ONE SYSTEM • 0-10 voe BMS INPUT TO CONTROL BOILER OPERATION • MODBUS PROTOCOL-OPTIONAL CASCADE OPTIONS The "lead unit" boiler modulates with demand to capacity. As demand increases, additional boilers fire and.modulc1te to capacity. This continues, with additional l:ioilers firing and modulating to capacity until all units are operating. Every 24 hours, the SMA.RT SYSTEM automatically shifts the lead boiler role to the next in the ,!iequence, distributing lead-lag runtimes equally. . . . PRO.PO.RTIO-NAL Fl.RING . . . Proportional fidng c!ivitl'es a.single manifold ·of 1:rnaltipl~ burners into smaller, i.n:depengent stc1ges. With up to four $tages of individual opefation,,tne ., Smart System control can reduce.tbe fidngfate,down. to c1pproximc1te[y ;25.% Btµ/hr input, This simple but . effective design matcMs tbe·boile~s firing cap·~cify to the conslantiy cnanging iysfem ·demand'. full· Fite .. or On/Off compustionsyst~ms often fireth¢ entire gas :train in sho_rt, ine.fficient bursts. Stage· firing · . delivers the Btu's required iii srj;ioother-and longer· burn cycles whkh. wnr improve operation an a reduce component fati,g-ue.,, ,.OPPER-FIN JJ®c 1 1 G -a ·1 1· --· -&··s · -.-, •. ,-., · ._... _ _ _ _ _ _ . _ _ ommerc a as 01 er 1mens1ons -pec1 1ca __ 1ons __ _ 399 500 650 85" 750 -~~" CttN0992 990 85" (ttNJ262 -J,260 BS"- 1,~f _JS~ 1;800' -8~~ INLET AIR FILTER ,_____8 __ 1 22-1/4" . ~5-1/2" 22-1/4" 48l . 56-3/4" _ _-22-1/f sss w 22-1/4" 842 732_ 36' 48-1/4" 33-1/2" 1,071 '931 36" 58-1/2" 33-1/2~ 1,224 _l,0~ 36' 68-3/4" 33-1/f 1,53!) 1,330 36" _ 82-1/4" 33-1/t - 36' 12-i/2" 12-1/2" 12-1/2" 12-1/2", 15-3/4" IS-3/4"· IS-3/4" - JS--3/4" 6-1/2" . --7• -.]" ··1r: __ 6-1/2": ' 6" a-1/2" 8-1/4" 21~ 6-)/2"' 8'.'_-8"' _. __ a,172• -8-1/4" i9''. 6-1/2": -8" 8"_ .. - ~1/2" -8:1/2" _ :33-3/4" 8-3/4": 10" --1_0"' 1_0-1/2" _ -9-1/2" __ 33-_3/f'. 8,3/4" _ --12"_ 1_2" 1():1/2" 10-1/2" 33:3/4" _ _ 8-3/4" -12" -12" _1r .11_" --3~3/f' a:3/4" -_· -1411' --'_'12"' -11" 11" -14" 3Z8_:_ __ 414 :SQQ:' S4L --_ _2" -7{3 ~; 2"_: -'863 2·· -96S, 2', __ --_ 1;100 ;t 2" 2,070 8~" 1,760 1,S~ 92-1/2" 33-1/2" 1~3/4" "~JL4'.'. 8-3/4' -1r 1,119: Notes: Change 'N' to 'L 'for LP gas models. No deration onLP models Water conneciionsfof model; C#0./02-0752 ·are:2" NPT on 6"172'; cen]ers. Heqder increases "B" dime11Sion !!-l/2"for models CH 0./02-0752-and 6-J/4"forniodelsCH 0992-2072 -w ate,: connections for models CH 0992°4072 are 2° 112" t,f P'[ on 11 cl/4" cenlere,_ STANDARD fEA'rURES--------,--- ·_ >.-85% Thennal'Efflclency (AHRI Certified) >:l'ropo_rtlo11al firing 11p·to 4:1 Tumdown >-l:lot Surface Ignition >-Low NOx Operation > Sealed Combustion· _ > tow Gas Pressure 'Operation , ~ Vertical & l!o.rl~ontal Venting -H'.ategory I Venting ·> Double Wall "B" Vent Material > (;ategory IV Venting · , >·AL29-4C Stainless Steel Vent Material > AsME Copper Finn~ Tube· Heat Exchanger >,ASME G~rtified, ".H" ,Stamped r(;asketless design- > 1'6p psi working_ pr¢ssure· ->-Ori/Off Switch >-Combustible Ao9diated (CH 0992 -2072) >·e,ctjusfable High-Limitw/ Manual Reset >-Row Switch > .Low Air l?ressure Switch , >.lnl~t &·Outlettempeµiture Sensors · >,~asy Access Terminal-strips : l'Oownstream Test Cocks · >·S(l'psi ASME Pressure-Relief Valve >-Temperature & PreS~l!re Gauge >·l·YearWarranty on Pait$ (See Warranty for:Details) > 10 Year Limited Warranty (See WaJ1'llnly for Details) St_MRt SYSTEM"' fEATU.RES;-------------------........,--,--......,__,._,...,,..,...,.----;,,,.. ) ·sMART-SYSTEM1M 01)1!rat!nr·eontrol Hhree Pump Coritnil >-:2 Line/16 Character LCD Display ->-System Pµ_mp > Built in Cascading Sequencer for up to s,bbilers >:Boiler P.ump > Front End Loading Capaliility with Crest·or Knight Boilers > -Domestic Hot-Water Pomp >-Building Management System Integration ~ High Voltage TerininalStrlp with 0-10 voe Input > i2Q VAC / 60 Heft7,/ 1-P!iase Pow~r Supply > Outdoor Reset Control with Outdpo[Air Sensor ) pump Colit?cts wnti·Pµmp-~elay - > Password Security n11wVoltage Tllimi_n:a1 Strip __ > Domestic Hot Water Prioritization > ?.4'VAC Auxili~ry !;>evice liefay 04_tput • t_ouvers > Low Water Flow Control &-Indication ).A_Oxiliaiy Proving Switch Gohtatl!j·· Loov~rs > Inlet & Outlet Temperature Readout > j-way Valve Contact~.for-tow lemperat_ure Protection· 1 Freeze Protection >-Alami'on-Any Faih.ire Contacts > Seivice Reminder >;b-10 VD( Systell] P.urnp·Speed-C:6nfacl!; > Time Clock > Runtime Contacts > 0-10 VDC Rate-Output -i DHWTh.ermo·stat-'ti6ntatts > Condensing Protection ) DHWTank Slln;or coiitacts - io-10 voe System Pump Spee~ lnput->-Unit ~nalile/Disa~ie·c::qnta-ds , s Data Logging .> System.Sensor C9ntacts -Supply anci.Re!ilm >·Hours Running, Space Heating >-Outdi:ror Air Sens_or--Contacts > Hours Running,. Domestic Hot Water ~-Colitacts'for Air-Louvers- > Ignition.Attempts --> ~ontacts.on_/\nyfailti(~ YLast 10 Lockouts > Casc,ad·e:con~?_i:is: --. , > Programmable System Efficiency Optimizers >·{J-10 V_l?C BMS !:l<tenfal.E_oiltri)!:Contacf· . > Night Setback -> 0-10 VD(; Rate:Contacts > Artti-C:ycling >·Outdoor Air Reset Curve > Boos!Temperature & Time FIRING CODES-----------,~- >-M7 Firing Code-California Code >-M9 Firing Code-Hot-Surface Ignition with Electronic Supeivision _ > M.13 Firing-Code -CSD1 / Factory Mutual/ GE Gap CERTIFICATIONS------------- AN~J Z21,13/CSA 4.9 certified. South CoastAfr,Quali~y-Management Distri_ct- 'Texas Commission on Environmental Quality- -_ Re!li~tered under O,~. P0Jent!/·~,?89,Q20 - This heater is s6o,boo Btuhlr niltural gas Copjlir-FlnD 11601!er:1t~~a~ -~9 fi"ri11g -~trcils .. I I' I I I I I I I I I I I I I .I I ·1 I Carlsbad Mall Redevelopment Carlsbad, California RECEl\fED NOV O a 20i3 CITY OF CARLSBAD BUILDING DIVISION Preliminary Fire Protection and Life Safety Analysis July1,2013 The Fire Protection and Life Safety Experts CODE CONSULTANTS, INC. I I I I· I I I I I I I ,, I I I I I I I Preliminary Fire Protection and Life Safety Analysis Westfield Carlsbad Anchor Redevelopment Carlsbad, California Prepared for: Westfield, LLC 2049 Century Park East, 40th Floor Los Angeles, CA 90067 Prepared by: CODE CONSULTANTS, INC. 2043 Woodland Parkway, Suite 300 St. Louis, MO 63146 CCI Project No. 120544.00.000 July 1, 2013 © 2013 CODE CONSULTANTS, INC. The Fire Protection and Life Safety Experts CODE CONSULTANTS, INC. I I I I I -, ,, ,, I I I I I I I 1· I' j The Fire Protection and Life Safety Experts Table of Contents CODE CONSULTANTS, INC. I ,I I I· I I I I I I I. I I I 'I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 I. II. Ill. IV. V. Table of Contents Page Introduction and Project Description ........................................................................... 1 Governing Codes .......................................................................................................... 2 Fire Protection Concepts .............................................................................................. 3 A. Construction Classification and Fire Separations ................................................ 4 8. Automatic Fire Sprinkler System ......................................................................... 5 C. Standpipe Hose Connections .............................................................................. 6 D. Smoke Control System ....................................................................................... 6 E. Fire Alarm System .............................................................................................. 7 F. Public Address System ....................................................................................... 8 G. Smoke and Heat Detection ................................................................................. 8 H. Egress Lighting and Exit Signage ....................................................................... 9 I. J. K. L. Emergency and Standby Power Systems ........................................................... 9 Portable Fire Extinguishers ................................................................................ 10 Means of Egress ................................................................................................ 1 0 Theater Projection Mezzanine ............................................................................ 11 M. Theater Exterior Balcony Design ........................................................................ 11 Clarifications ................................................................................................................. 12 A. Covered Mall Building Concept .......................................................................... 12 8. Theater Phase I and Phase II Construction ........................................................ 13 C. Anchor Building Classification ............................................................................ 14 D. Rooftop Basketball Court ................................................................................... 14 E. Redevelopment Means of Egress ...................................................................... 14 F. Unleased Tenant Spaces ................................................................................... 18 Summary-....................................................................................................................... 20 Appendix A -Tenant Fire Partition Construction Appendix B-Fire Alarm Matrix Appendix C-Existing Means of Egress Mark-Up Appendix D-Building Section, Anchor Building Separation Graphics CODE CONSULTANTS, INC. Pagei I I ·1 I I I I -, I I I -- 1: 1: I I :1 I J The Fire Protection and Life Safety Experts I Section I CODE CONSULTANTS, INC. I I ,. I I I I ,,· ,. I ·1 I 1· I I ., I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 I. Introduction and Project Description Westfield is proposing a redevelopment of the existing Rob May anchor building at the Carlsbad Mall. A fitness center and several multi-tenant shops will be located at Level 1 and the building will maintain the existing anchor building classification at this level. At Level 2 the building will be reclassified as a tenant to the mall building. A multi-cinema theater and several multi-tenant shops will be located at Level 2. A projection mezzanine will serve the Level 2 Theater. Further, a rooftop basketball court will be located on the Level 2 roof and will be accessed from the fitness anchor at Level 1. The rooftop basketball court will be completely enclosed at the roof level. This Analysis only addresses the work associated with the above described redevelopment project. Portions of the building not altered and not affected by the renovation will be maintained. New construction associated with the redevelopment project will comply with the requirements of the 2010 California Building C9de for new construction. The Code states that portions of the building not altered and not adversely affected by the renovc:1tion are not required to comply with the code requirements for a new structure. The purpose of this Analysis is to outline the major fire protection and life safety requirements that impact the proposed project, to describe the systems that will be provided in the project to comply with those requirements, and to document and support those areas where clarifications of the code's requirements are submitted for the City's review and approval. CODE CONSULTANTS, INC. Page 1 I 'I, ,, J, I I I I ,, :1 I I, ,, I I I 1- J The Fire Protecti'on and Life Safety Experts I Section II CODE CONSULTANTS, INC. I I, ·1 -,. ,, :I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 II. Governing Codes The proposed project is located in the City of Carlsbad, California. The following codes are currently adopted by the State of California and enforced locally by the City of Carlsbad: • 201 0 California Building Code (amended version of the 2009 International Building Code (IBC)) with City of Carlsbad amendments. • 2010 California Fire Code (amended version of the 2009 International Fire Code (IFC)) with City of Carlsbad amendments. All parenthetical references contained in this Analysis are from the 2009 IBC unless otherwise indicated. The following analysis does not include provisions from the Americans with Disabilities Act (ADA), ANSI A117.1 or any state or local design standards for handicapped accessibility. Designers are cautions that applicable accessibility standards may conflict with the building code provisions outlined herein. However, it is the intent of the project to comply with the applicable accessibility requirements. CODE CONSULTANTS, INC. Page2 I ·1 I ,, ,, .I I I I I I I ,- 1 I I 1· J The Fire Protection and Life S~fety Exp eris I Section Ill CODE CONSULTANTS, INC. I I I I I I I ·1 I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 Ill. Fire Protection Concepts The Westfield Carlsbad Anchor Redevelopment project will be designed to incorporate a high level of fire protection and life safety concepts to protect its future occupants. The following goals served as the basis for this overall fire protection and life safety concept: 1. To automatically detect all fire conditions which are developing to a state that could threaten the building's occupants. 2. To inform the building occupants and the fire department of the condition so that emergency procedures may be initiated. 3. To provide for safe exiting of the building's occupants. 4. To contain and control the developing fire condition. In order to achieve the goals listed above, the following package of fire protection and life safety features will be included in the redevelopment project. Features in the existing mall building will be maintained as part of the redevelopment of the existing anchor building. • 60 feet of permanent open space surrounding the mall building. • Mall, Type 111B unprotected combustible construction. • Anchor, Type 11B unprotected noncombustible construction. • 2-hour fire barrier separation between anchor and mall. • 1-hour fire partitions between mall tenant spaces. • 1-hour fire barriers between anchor tenant spaces. • Complete automatic sprinkler protection. • Class I standpipe hose connections in select locations. • Electrical supervision and off-site monitoring of all fire protection systems. • Emergency voice/alarm communication system to serve new mall tenants. • Fire alarm system with occupant notification (horn/strobes) to serve the Level 1 anchor. • Automatic smoke detection in select locations. CODE CONSULTANTS, INC. Page3 ,, I I I I I I I I I I I 1· I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • Portable fire extinguishers in select locations. • Emergency power for all required fire protection and life safety systems. • A code compliant means of egress system. The following discussions will provide a conceptual outline of the operation and design features of these systems. Schematic floor plans graphically depicting many of these proposed features have been included as the Graphics Appendix to this Analysis. A. Construction Classification and Fire Separations Mali Building Carlsbad Mall was originally constructed in 1968 and was expanded in 1979. Although covered mall building provisions were not introduced into the Code until the mid-1980's, it appears that the covered mall building provisions have been applied to the building during subsequent renovations. Therefore, the anchor redevelopment project will maintain the building's covered mall building classification. The mall building will maintain the existing Type 111B construction classification. It is important to note that Type 111B construction penrIits the use of unprotected combustible materials throughout (except that any exterior bearing walls must be 2-hour fire resistance rated). · One-hour fire partitions will separate the newly constructed tenants at the Level 2 redevelopment; a fire rated separation is not required between a tenant and the mall concourse. These tenant fire partitions will be constructed to extend from the floor to the underside of the tenant unrated ceiling or floor deck above as permitted by Code. New tenants that install a ceiling will most likely have all duct systems distributed above the ceiling. Therefore, dampers will not be required in these systems since penetration of the 1-hour fire partition does not occur. As stated above, the fire partition may terminate at the underside of an unrated ceiling. However, there may be instances where a tenant chooses to not install a ceiling for aesthetic purposes or when a duct penetrates the tenant fire partition below the ceiling. In these cases, the duct penetrations will include fire dampers. This concept is depicted in Appendix A. One-hour fire barriers, with 60 minute opening protectives, will enclose all new exit stairs, exit passageways, shafts, and elevator hoistways except where these elements penetrate the 2- hour fire barrier horizontal anchor separation. Where these elements penetrate the 2-hour fire barrier horizontal anchor separation they will be enclosed in 2-hour fire barriers. Fire barriers will extend from the top of the floor below to the underside of the floor or roof deck above. Structural elements essential for the support of all fire barriers will be rated to the same degree as the assembly supported. CODE CONSULTANTS, INC. Page4 I I I I I I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 Corridors will not be fire resistance rated due to the fully sprinklered building classification. Anchor Building The Level 1 anchor building will be constructed of Type 11B construction. Type 11B construction permits the use of unprotected noncombustible materials throughout. At Level 1, where the redevelopment will maintain the anchor building classification, the anchor will be separated from mall tenants by a 2-hour fire barrier. The anchor at Level 1 will also be horizontally separated fr:om the reclassified_ mall tenants above by a 2-hour fire barrier; supporting construction will afford the 2-hour fire resistance rating. Since the anchor will be a multi-tenant buildin9, tenants will be separated by one-hour fire barriers. Openings between anchor buildings of Type 11B construction and the mall concourse are permitted to unprotected in accordance with CBC Section 402. 7.3.1. One-hour fire barriers, with 60 minute opening protectives, will enclose all new exit stairs, exit passageways, shafts, and elevator hoistways except where these elements penetrate the horizontal 2-hour fire barrier anchor separation. Where these elements penetrate the horizontal 2-hour fire barrier anchor separation they will be enclosed in 2-hour fire barriers. Fire barriers will ext~nd from the top of the floor below to the underside of the floor or roof deck above. Structural elements essential for the support of all fire barriers will be rated to the same degree as the assembly supported. Corridors will not be fire resistance rated due to the fully sprinklered building classification. B. Automatic Fire Sprinkler System All areas of the Carlsbad Mall will continue to be protected by hydraulically designed, electrically supervised, and off-site monitored automatic fire sprinkler systems. At Level 1, the anchor building will be zoned separate from the mall building. At Level 2 and the rooftop basketball court, the reclassified tenant areas will be zoned separate from the mall concourse. The Level 2 and rooftop basketball court sprinkler systems will be mall tenant fire sprinkler systems. To provide for annunciation of sprinkler system activation, waterflow switches will be provided for each sprinkler zone. Activation of a waterflow switch will notify the fire department via the off-site monitoring station. Electrical supervision will be provided for all system valves. In the event that a valve is shut, a supervisory or trouble signal will be transmitted to the sprinkler monitoring panel and to the off-site monitoring service. CODE CONSULTANTS, INC. Page 5 I I I I I I ·1 I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • The control valves, tamper switches and waterflow devices will be provided at the sprinkler riser for each sprinkler zone. Note that a sprinkler zone may contain multiple tenant spaces. Control valves, tamper switches and waterflow devices are not required and will not be provided for each tenant space. Automatic sprinkler systems in covered mall buildings have an excellent performance record in assuring rapid fire containment and suppression, structural protection and reduction of smoke development. C. Standpipe Hose Connections Mall Building The existing standpipe distribution in the mall will be maintained to assist the fire department in their interior operations. Standpipe hose connections will also be located as necessary so that the distance to reach all portions of the new tenant spaces associated with the redevelopment at Level 2 and the rooftop basketball court will not exceed 200 feet from a hose connection. Standpipe hose connections will also be provided at the new main mall entrance associated with the redevelopment at Level 2. Standpipe hose connections will be supplied from the overhead piping of the sprinkler system. Due to existing building conditions, compliance with the provisions of Section 905.3.3 will be sought as best as possible. If possible, the supply piping will be designed to be capable of delivering at least 250 gallons per minute with no minimum residual pressure requirement to any single hose connection. Each hose connection will be fitted with a 2-1/2-inch to 1-1/2-inch reducer, cap and chain (national_ standard threads). Hose and nozzle equipment will not be provided at the outlets. The standpipe hose connections will provide valuable assistance to the fire department by locating readily accessible hose connections throughout the covered mall building. Anchor Building Standpipes will not be provided throughout the Level 1 anchor building since it is located at grade. D. Smoke Control System Mall Building A mechanical smoke exhaust system serves the existing mall concourse. A smoke control system is not required in a two story covered mall building such as Carlsbad Mall. The existing mall concourse smoke exhaust system will be maintained and not extended into the redevelopment mall concourse. Further, tenant smoke exhaust will not be provided. CODE CONSULTANTS, INC. Page6 I I I I I I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 Anchor Building • A smoke control system is not required, and will not be provided, in the single level redeveloped anchor building. E. Fire Alarm System Mall Building The existing automatic sprinkler system is monitored by a sprinkler monitoring system. An off- site monitoring service and security personnel monitor the panel. The fire alarm system annunciates an alarm condition upon the activation of a sprinkler waterflow device, activation of any smoke detector (excluding smoke detectors associated with HVAC equipment) and activation of any restaurant tenant kitchen hood system. The fire department is notified when the fire alarm system receives an alarm signal. Strobes are located at the entrance to some tenant spaces. This single strobe is activated upon sprinkler waterflow within the space. Bells are provided sparsely throughout the building and activate upon an alarm condition. The Code is clear that portions of the building not altered and not adversely affected by the redevelopment are not required to comply with the code requirements for a new structure. As such, this existing arrangement will be maintained in the existing portion of the building not altered as part of the redevelopment project. The redevelopment project will be evaluated independently to determine fire alarm system requirements based on the currently adopted code. At Level 2 and the rooftop basketball court, an emergency voice/alarm communication system (speaker/strobes) will be installed as required for new covered mall buildings. The emergency voice/alarm communication system will be provided in accordance with NFPA 72. Upon annunciation of an alarm condition at the fire alarm control panel, an alert tone follow followed by a pre-recorded voice announcement will sound throughout the affected zone. If the fire department so warrants; the voice/alarm system can be transmitted manually on a general or selective basis via controls at the fire alarm control panel. The voice/alarm communication system will be connected to an emergency power system. The new panel necessary for the emergency voice/alarm system will be located in the mall administrative offices. The existing mall system is antiquated and not capable of meeting new code requirements for alarm/monitoring. The new system will form the backbone of a new alarm/monitoring system that will be expanded as part of the future mall renovation. It is important to note that the mall fire alarm system and the anchor building fire alarm system will not be interconnected. An alarm signal received in the mall building will activate the mall fire alarm system only. An alarm signal received in the anchor building will activate the anchor fire alarm system only. CODE CONSULTANTS, INC. Page 7 I I I I I I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • A matrix outlining the proposed fire alarm and occupant notification sequences is included in Appendix B. Anchor Building At Level 1, fire alarm requirements will be applied on a tenant by tenant basis. Tenants will be separated by 1-hour fire barriers to apply the fire alarm requirements individually. It is important to note that the mall fire alarm system and the anchor building fire alarm system will not be interconnected. An alarm signal received in the mall building will activate the mall fire alarm system only. An alarm signal received in the anchor building will activate the anchor fire alarm system only. A matrix outlining the proposed fire alarm and occupant notification sequences is included in Appendix B. F. Public Address System A public address system currently serves the mall concourse via the Muzak system. While this system is not designed as a voice/alarm communication system in accordance with NFPA 72, it is capable of providing live voice announcements throughout the building. In the event of an alarm condition, the public address system is used to assist mall management in providing directions to the mall security personnel stationed around the building. Security personnel will direct occupants to the exits as necessary. The public address system will be maintained and will continue to serve the mall concourse as originally intended. The system will be extended into the renovated mall concourse areas. G. Smoke and Heat Detection In addition to the automatic detection and annunciation provided by the automatic fire sprinkler system waterflow switches, smoke detection devices will be provided in each of the following new systems: • New air moving systems supplying air in excess of 2,000 cfm to enclosed spaces. • At any new fire resistance rated doors with hold-open devices. • Above the fire alarm control panel and above all new power supplies serving as fire alarm system equipment in accordance with NFPA 72. • As required for elevators (hoistway and machine rooms). CODE CONSULTANTS, INC. Page 8 I I I I I I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • Per Section 907.3.1, smoke detectors associated with the mechanical HVAC systems will annunciate a supervisory signal at the fire alarm control panel. Since these devices are installed for the purpose of equipment shutdown, a supervisory signal is appropriate. Smoke detection devices will perform the functions outlined in the Fire Alarm Matrix included as Appendix B of this Analysis. Existing systems not altered as a part of this renovation project will be maintained. H. Egress Lighting and Exit Signage Means of egress lighting and exit signage will be installed throughout the renovated means of egress components. These areas include the new tenant areas, redeveloped anchor area, and above new exit discharge doors on the exterior. Egress lighting for existing, non-renovated portions of the building will maintained. Exit signage will be distributed in the project directing occupants to the exits as required by the Code. The egress lighting and exit signage will be provided with an approved emergency power source to provide continued illumination for a minimum of 90 minutes after primary power loss in the event that the primary power source is disrupted. Note that tenants will provide egress lighting and exit signage within their respective space; this lighting is not a part of the base building system. Emergency egress lighting systems for the Level 1 anchor will be independent of that provided for the Level 2 mall tenant areas and the rooftop basketball court. I. Emergency and Standby Power Systems Emergency and standby power will be provided for the project to supply power automatically to all required fire protection and life safety systems. The emergency power system will operate upon loss of power to the building within 10 seconds and will supply each of the following systems: • All emergency lighting, • All exit signage, • The fire alarm and detection systems, • The emergency voice/alarm communication system (redevelopment mall area on Level 2 and rooftop basketball court only). • Lift used as a portion of the accessible means of egress. CODE CONSULTANTS, INC. Page9 I I I I I I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • Emergency and standby power systems for the Level 1 anchor will be independent of that provided for the redevelopment Level 2 mall tenant areas and the rooftop basketball court. J. Portable Fire Extinguisher~ As an additional aid for control of incipient fire conditions, portable fire extinguishers of the appropriate size and type will be provided in accordance with the requirements of NFPA 10, Standard for Portable Fire Extinguishers. Fire extinguishers will be located so that all areas of the redevelopment are within 75 feet of a fire extinguisher. This distribution will provide ready access to first response fire extinguishing equipment throughout the redevelopment in accordance with NFPA 10. K. Means of Egress The means of egress systems will comply with the special provisions in Chapter 4 and the general means of egress provisions outlined in Chapter 10. All areas will have an exit capacity adequate to accommodate the calculated occupant load. Covered mall buildings are designed such that the entire calculated occupant load is assumed to be located within the mall concourse. The capacity of exits serving the covered mall building, from the concourse, must satisfy this calculated occupant load. Exiting from the mall concourse through tenant spaces is not permitted. Anchor building egress is required to be independent of the mall building. The exit capacity has been calculated using the factors of 0.20 inch/per person for horizontal means of egress elements and 0.30 inch/person for vertical means of egress elements. At Level 2, two mec!ns of egress from new tenant spaces will be provided if the tenant occupant load exceeds 50 occupants or when the travel distance from any location within a tenant space used by persons other than employees exceeds 75 feet. Each individual new tenant space will be designed to include the minimum exit width to accommodate its own occupant load based on the appropriate occupant load factors for the use of that space. Section 402.8.5 limits travel distance within each individual tenant space to the mall concourse or to an exit within 200 feet. Travel distance measurements within the tenant space terminate once the occupant reaches the mall concourse or an exit component (exit passageway, exit stair, exit door). Travel distance in the mall concourse is limited to 200 feet. Two exits will be provided from a room/space with an occupant load greater than 49. Three exits will be provided from a room/space with an occupant load greater than 500 and four exits will be provided when the occupant load exceeds 1,000. As required by the State of California, accessible means of egress will be provided in the same number as described above. CODE CONSULTANTS, INC. Page 10 I I I I I I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 The graphics included in Appendix C depict the existing mall building means of egress system. The means of egress system for the Level 1 anchor building will be independent from that of the covered mall building, except as described in Section IV, B. A detailed means of egress discussion is included in Section IV, B. See the Graphics Appendix for an illustration of the proposed egress arrangement of the redeveloped area at Level 1, Level 2 and the rooftop basketball court. L. Theater Projection Mezzanine The projection room serving the Theater has been designed as a mezzanine to the main Theater level below. As such, the area of the projection level will not exceed one-third of the floor area below which it serves. The projection mezzanine will have access to three independent means of egress. Two of the means of egress will be via open exit access stairs which provide access to the main Theater concourse. The third means of egress will be via a door providing access to the cinema tiered seating aisle. These exit access stairs are permitted to be unenclosed per Exception 2 to CBC Section 1016.1 since the building is fully sprinkler protected and the exit access stairs are not open to other stories. In accordance with Exception 5 to CBC Section 505.4, the mezzanine will not be open and unobstructed to the room below since building is equipped throughout with an automatic sprinkler system and the mezzanine is served by three means of egress as described above. M. Theater Exterior Balcony Design The exterior balcony serving the Theater tenant will be designed similar to a corridor as permitted by CBC Section 1019. The balcony will not be separated from the building since the balcony is served by two means of egress located at either end which ensures that a dead-end travel condition is not created. The long side of the egress balcony will be at least 50 percent open and will be so distributed as to minimize the accumulation of smoke and toxic gases. CODE CONSULTANTS, INC. Page 11 I I I I I I I I I I I I I I I I I I The Fire Protection and Life Safety Exp eris I Section IV CODE CONSULTANTS, INC. I I I ,, I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 IV. Clarifications In modern commercial development projects, there are often areas where written clarifications can be helpful to assist in understanding the direction taken by the design team in applying various interpretative code provisions. This section will outline five (5) clarification items which have been identified during the concept and schematic process. -A. Covered Mall Building Concept Westfield Carlsbc1d was originally constructed in 1968 and it appears that covered mall building provisions were applied to subsequent renovation projects. As such, the building will continue to be designed as a covered mall building. It is important to clarify that the following features will be maintained and extended into the redevelopment project to provide compliance with the current covered mall building code requirements. • The building is, and will continue to be, surrounded by 60'-0" clear width. • Any new· construction will be a minimum of Type 111B unprotected, combustible construction. There is no limit to the area of the building and the number of stories is limited to three (3). • The building is, and will continue to be, fully sprinklered. Tenants will continue to be zoned separate from the mall concourse. • New tenants will be separated from adjacent tenants by 1-hour fire partitions. • A 2-hour fire barrier will separate the redeveloped anchor building from adjacent mall tenants. No separation is necessary between the Type 118 anchor and the mall concourse. • Travel distance from within a tenant space to the mall or to an exit will not exceed 200 feet. Travel distance within the mall concourse to an exit will not exceed 200 feet. • The fire alarm system, as well as egress lighting and exit signage, will be connected to an emergency power system in compliance with NFPA 70. • Smoke detectors will be provided as required. • Fire extinguishers will be provided as indicated in Section Ill. CODE CONSULTANTS, INC. Page 12 I I I I I· I I I 1· I I· I I ., I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • • Fire department hose connections will be provided in the redevelopment area where required for mall buildings, which include at entrances to exit passageways and main entrances and throughout tenant spaces to meet a 200' distribution. • An emergency voice/alarm communication system will be installed to serve the redeveloped tenant spaces and mall concourse areas at Level 2 and the rooftop basketball court. The above requirements are specific to covered mall buildings as outlined in Section 402. The existing portions of the building not altered will not be upgraded to meet the covered mall building requirements. These portions of the building, outlined below, are proposed to remain as is. • The existing fire alarm system serving the unaltered portion of the building will be maintained. • Since tenant spaces within the existing unaltered portion of the mall will not be altered as part of this project hose connections will not be located such one can be reached within 200 feet of a tenant space. • The existing non-required mall concourse smoke exhaust system will be maintained but not extended into the redevelopment. The covered mall building requirements were developed to specifically address large mixed use shopping centers such as Westfield Carlsbad Mall. Maintaining a covered mall building classification will provide a design consistent with nationally adopted standards for buildings of this type. It is requested that the City acknowledge the covered mall building classification. B. Theater Phase I and Phase II Construction The Theater will be constructed in two phases (Phase and Phase II). During Phase I construction, the Theater will function completely independent of the covered mall building. All Theater exiting will be achieved via independent exits accessed directly from the Theater space. The covered mall building, as it exists today, does not have sufficient exit capacity to satisfy the increased occupant load due to the Theater tenant. As such, a new mall main entrance will be constructed to serve the increased mall occupant load. This new main mall entrance will be constructed during the Phase I construction. CODE CONSULTANTS, INC. Page 13 I I I I I I I I I I I· I ,, ,, I ,, Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • The Theater main entrance to the mall concourse will be constructed during Phase II. At the termination of Phase II construction, a portion of the Theater tenant will exit to the mall concourse as would be typical of a standard covered mall building tenant. As a matter of clarification, this construction will be completed in phases to accommodate the new mall main entrance which is necessary to satisfy the increased occupant load in the final condition. C. Anchor Building Classification The Level 1 redevelopment will maintain the existing anchor building classification. As such, Level 1 will be separated from adjacent mall tenants by 2-hour fire barrier construction. In addition to the typical vertical fire barrier separation, the 2-hour fire barrier separation will also be provided horizontally to separate the Level 1 anchor from the mall tenants above. The supporting construction of this 2-hour floor/ceiling assembly will be fire resistance rated to afford the fire resistance rating of the fire barrier supported. A graphics illustration of this fire resistance rated separation is included in Appendix D to this Analysis. D. Rooftop Basketball Court As previously described, a ro9ftop basketball court is anticipated to be located above a portion of the Level 2 mall tenants. This rooftop basketball court will be completely enclosed by full height walls and a ceiling. The rooftop basketball court will serve the fitness anchor at Level 1 and will be accessed solely from this space. However, as a matter of clarification, the rooftop basketball court will be classified as a mall tenant. The space will meet all the requirements of a covered mall building tenant. E. Redevelopment Means of Egress Level 1 Anchor, Means of Egress Arrangement As previously discussed, the redevelopment at Level 1 will maintain the anchor building classification. As such, the means of egress system will be completely separate from that of the mall building. Each individual tenant space making up the Level 1 anchor will have an exit capacity adequate to accommodate to the calculated occupant load without the use of exits accessed from the mall concourse. CODE CONSULTANTS, INC. Page 14 I I I 1· 1: I I I I I I I I I I I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • Two exits will be provided from a room/space with an occupant load greater than 49. Three exits will be provided from a room/space with an occupant load greater than 500 and four exits will be provided when the occupant load exceeds 1,000. As required by the State of California, accessible means of egress will be provided in the same number as described above. The occupant load of each tenant space within the anchor building is based on the following occupant load factors: Mercantile Tenant • Mercantile -On Grade: • Stock/Storage: Restaurant Tenant • Restaurant Seating: • Kitchen: Fitness Tenant • Equipment Area: • Group Fitness Areas: • Pool/Spa: • Pool Deck: • Locker Room: • Lobby/Office: • Mech./Elec./Storage: 30 square feet per person 300 square feet per person 15 square feet per person 200 square feet per person 50 square feet per person 15 square feet per person 50 square feet per person 15 square feet per person 50 square feet per person 100 square feet per person 300 square feet per person Travel distance is limited to 250 feet in mercantile and assembly occupancies and 300 feet in storage and business occupancies. Travel distance is measured from the most remote point within a room/space to an exit (either an exit stair, exit passageway, or to the exterior of the building). CODE CONSULTANTS, INC. Page 15 I 1: I I 1- I 'I I I I I ~I I 'I I I I, I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • The anchor building will share a portion of egress with the mall tenant above (via a discharge exit passageway at Level 2). Typically, the means of egress for anchor buildings must be provided independently from the mall means of egress system. However, this requirement considers a typical covered mall building configuration in which the mall egress elements may not be available during a time that t~e anchor building would be open and operating. However, the exit passageway will always be available for exiting and will not be subject to locking in the direction of egress travel. Further, the exit passageway has been sized to accommodate the simultaneous flow from occupants at Level 1 and occupants at the rooftop basketball court due to convergence at Level 2. Although anchor building egress is not anticipated to be fully independent of the mall building egress elements, adequate egress will always be available to occupants. See Figures 2 through 4 of the Graphics Appendix for a depiction of the proposed means of egress design. Level 2 Mall Tenants, Means of Egress Arrangement At Level 2, the redevelopment project will reclassify the old anchor space as tenants to the covered mall building. The tenants located adjacent to the theater and accessed from the exterior do not have access to the mall concourse. As such, the gross leasable area associated with these tenants will not be considered in the overall mall occupant load calculation at Level 2 since the means of egress system is totally independent from the covered mall building. The occupant load of each tenant space located independent from the mall (no access to mall concourse) will be based on the following occupant load factors: Mercantile Tenant • Mercantile -On Grade: • Stock/Storage: Restaurant Ten ant • Restaurant Seating: • Kitchen: 30 square feet per person 300 square feet per person 15 square feet per person 200 square feet per person Travel distance to an exit or to the mall concourse will be limited to 200 feet to an exit, as required for covered mall buildings. Travel distance within the mall concourse to an exit may not exceed 200 feet. The theater tenant will have a large occupant load due to the large assembly occupancy associated with the space. Four exits will be provided from the space since the occupant load will exceed 1,000. CODE CONSULTANTS, INC. Page 16 I I. I I ,, 1- 1 I _, ,, I I ·1 I I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 Large assembly occupancies (greater than 500 occupants) are required to be located in a covered mall building such that one-half of the required exits egress directly to the exterior of the building. The covered mall building means of egress system has been designed to accommodate this requirement. Further, the Code also requires that large assembly tenants be located directly adjacent to a principal mall main entrance. This requirement has also been accommodated; however the construction of the theater is anticipated to occur in two phases: • Phase I: • Phase II: No concourse access provided. One-Hundred percent of the number of exits and capacity of exits serving the theater will egress directly to the exterior in a temporary condition. A temporary main entrance will be constructed to serve the theater. This temporary main entrance will be sized to accommodate one-half of the occupant load of the theater. Mall concourse access provided and new main mall entrance constructed directly adjacent to the theater tenant. The actual occupant load of the theater tenant will yield an occupant load much greater than the occupant load calculated using the typical mall occupant load factor of 50 square feet per person (based on GLA). As such, the occupant load of the theater tenant has been calculated based on the actual use of the space and this occupant load has been used in determining the mall occupant load (in lieu of the typical GLA calculation): • Waiting Area: • Office: • Concession: • Party/Breakff raining: • Mech/Elec/Storage: • Theater Seating: • Projection Rooms: Largest Theater Seat Count 100 square feet per person 200 square feet per person 15 square feet per person 300 square feet per person Seat Count 300 square feet per person See the Graphics Appendix of this Analysis for a graphic depiction of these means of egress concepts, including a depiction of the Phase I/Phase II arrangement. CODE CONSULTANTS, INC. Page 17 I I I' I I I ' I, I I ,. I I I I 1· I I I. Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 Rooftop Mall Basketball Court, Means of Egress Arrangement At the rooftop level, the enclosed basketball court will be classified as a tenant to the covered mall building. While this space is accessed from the anchor building at Level 1, it will be designed as a mall tenant. Since this space does not have access the mall concourse or the mall's means of egress system, the gross leasable area associated with the basketball court need not be considered in the overall mall occupant load calculation. Two exits will be provided from the basketball court since the occupant load is greater than 49. Travel distance to an exit or to the mall concourse will be limited to 200 feet to an exit, as required for covered mall buildings. Travel distance within the mall concourse to an exit may not exceed 200 feet. The actual occupant load of the basketball court tenant will yield an occupant load greater than the occupant load calculated using the typical mall occupant load factor of 50 square feet per person (based on GLA).. As such, the occupant load of the basketball court tenant has been calculated based on the actual use of the space. • Roof Basketball Court o Spectator Viewing: 15 square feet per person o Court: 50 square feet per person See the Graphics Appendix of this Analysis for a graphic depiction of these means of egress concepts. F. Unleased Tenant Spaces It can be expected that some of the new tenant spaces located in the redevelopment may be unleased at the time of initial public occupancy of the renovation project. Any demising walls installed within these unfinished spaces would require immediate demolition and renovation to comply with the custom interior finishes of their tenants. Prior to requesting a filial certificate of occupancy for the renovation areas, the following concepts are proposed for new unleased, unfinished tenant spaces: • A light hazard sprinkler system will be installed in accordance with NFPA 13 and will be altered as necessary. • Storage of combustible materials will not be permitted within the unfinished space. CODE CONSULTANTS, INC. Page 18 I I -1 I I 1- 1 I I I I I I I I I I I· I. Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 • The unfinished tenant storefront entrances fronting on the mall concourse will be secured with an unrated, noncombustible partition. • The 1-hour fire barriers forming the exit passageway will be completed and taped to provide a 1-hour fire resistance rating. • The tenant demising walls will be completed on the occupied tenant side. Non-occupied tenant spaces will be exposed framing studs. • The unfinished tenant spaces will be locked with key access by mall management and security only. Must be openable from direction of egress at all times. • Minimal lighting will be provided within the unoccupied tenant space; potentially only above the door that accesses the space. • Exit signage will not be provided in the vacant space due to the single entrance/exit to the vacant space. It is requested that the City acknowledge the proposed protection of new unleased tenant spaces. CODE CONSULTANTS, INC. Page 19 I I I .• I I I: I I I I 1: I I I .I I I I The Fire Protection and Life Safely Experts I Section V CODE CONSULTANTS, INC. I I I I I I I I I I I ,I I I I :1 I I I Westfield Carlsbad Anchor Redevelopment 120544.00.000 July 1, 2013 V. Summary • The highest level of fire protection and life safety is being considered in the design of the Westfield Carlsbad Anchor Redevelopment project. The proposed concepts are based on the requirements of enforced building and fire codes. The following fire protection and life safety features are proposed in the development: • 60 feet of permanent open space surrounding the mall building. • Mall, Type 111B unprotected combustible construction. • Anchor, Type 11B unprotected noncombustible construction. • 2-hour fire barrier separation between anchor and mall. • 1-hour fire partitions between mall tenant spaces. • 1-hour fire barriers between anchor tenant spaces. • Complete automatic sprinkler protection. • Class I standpipe hose connections in select locations. • Electrical supervision and off-site monitoring of all fire protection systems. • Emergency voice/alarm communication system to serve new mall tenants. • Fire alarm system with occupant notification (horn/strobes) to serve the Level 1 anchor. • Automatic smoke detection in select locations. • Portable fire extinguishers in select locations. • Emergency power for all required fire protection and life safety systems. • A code compliant means of egress system. The following items were clarified in Section IV: 1. The classification of the building as a covered mall building was outlined. 2. The Theater tenant will be constructed in phases to accommodate the work associated with the new mall main entrance. CODE CONSULTANTS, INC. Page 20 I I ·1 I I I I I I I I. I I I I I I I I Westfield Carlsbad An'chor Redevelopment 120544.00.000 July 1, 2013 3. The Level 1 anchor building classification and anchor building separation was clarified. 4. The rooftop basketball court will be classified as a tenant to the covered mall building rather than a portion of the anchor building. 5. The means of egress design for the redevelopment area was clarified. 6. Protection of new unleased tenant spaces was outlined. It is the professional opinion of Code Consultants, Inc. and the Westfield Carlsbad Redevelopment project Design Team that the concepts outlined in this analysis will provide the Westfield Carlsbad Anchor Redevelopment project with a level of safety equal, if not superior, to that intended by the enforced building and fire codes. CODE CONSULTANTS, INC. Page 21 I I I I I I I I I I I I I I I I I I The Fire Protection an~ Life Safety Experts I Appendix A CODE CONSULTANTS, INC. \ I \ I \ I \ I \ I \ I \ I \ I BLANK OPENING~ _I)_ TENANT W:\Scrapbook\COREL\Proto Graphics\TENANT FIRE PARTITION.cdr I\ I\/\ I\ 1\/\/\/\/\/\/ \/\ /\I\/\/\/\/\/\/\/\/\/\/\/\ /\/\/\/\/\/\I\/ ~ROOF DECK m .I. '\ ~ '\ RETURN DUCT \ [\ '\ RETURN-AIR ~~ ~ FIRE DAMPER ,_/\ FIRE DAMPER ~ PLENUM It ~CE~LING SPRINKLERS {TYPICAL) DEMISING PARTITION / 1-HOUR TENANT TENANT TENANT WITHOUT CEILING TENANT FIRE PARTITION CONSTRUCTION )J.. RETURN-AIR PLENUM TENANT 2043 WOODLAND PARKWAY. SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www codeconsultants.com CODE CONSULTANTS, INC. THIS IS A GRAPHIC REPRESENTATION OF A DESIGN CONCEPT. IT SHOULD NOT BE CONSlDERED A DEFINITIVE PLAN FOR THE EXACT LOCATION OF THE PROTECTION FEATURES REPRESENTED. I I I I I I I I I I I I I I I I 1· I The Fire Protection and Life Safety Experts I Appendix B CODE CONSULTANTS, INC. --~-~----~--------- FIRE ALARM MATRIX Wstfiela CARLSBAD MALL LEVEL 1 REDEVELOPMENT (ANCHOR) CARLSBAD, CALIFORNIA PROJECT NO.: 120544.00.000 AUTOMATIC SPRINKLER SYSTEM -WATERFLOW SWITCHES -TAMPER SWITCHES SMOKE DETECTORS -HVAC DETECTORS -ABOVE FIRE ALARM CONTROL EQUIPMENT -ELEVATOR LOBBY/ MACHINE ROOMS DATE: 7-1-13 12054400_MT1.cdr • • • • • • • • • • <" o"<: I;:. #ti ~; ~0 //1 !::: § () § :i: t ~ fl I;:. Js $2 f§ ~f ~~ i]?iJ ,ggi & If 4-"<: t§ 0~ f!!0 ~ i 0 ~' I~ o;P '<{'-.::. • • • • CODE CONSULTANTS, INC. --------------------- FIRE ALARM MATRIX NslfleM CARLSBAD MALL LEVEL 2 REDEVELOPMENT (TENANT & MALL) CARLSBAD, CALIFORNIA PROJECT NO.: 120544.00.000 AUTOMATIC SPRINKLER SYSTEM -WATERFLOW SWITCHES -TAMPER SWITCHES SMOKE DETECTORS -HVAC DETECTORS -ABOVE FIRE ALARM CONTROL EQUIPMENT -ELEVATOR LOBBY/ MACHINE ROOMS DATE: 7-1-13 12054400_MT2 cdr • • • • • • • • • • • • 1--.. ~ .::., c., § .:z:- ::;, 0' [!J_~ §i:f t::: ,:;:.I 7'{"i 18 R J;J # .::J 0~ ~0 ~~ ,,~0 Ji ~ 1.t g SR (j lJJ 8s &2 R.0 ~ f 0 §o;:; i:::{J: ~~ • • • • CODE CONSULTANTS, INC. I I I I I I I I I I I I I I I I I I The Fire Protection and Life Safety Exp eris Appendix C CODE CONSULTANTS, INC. I .I :I .I I I I I I I I I I I I I I I The Fire Protection and Life Safety Experts I Appendix D CODE CONSULTANTS, INC. -- OJ C -r 0 z G) en m 0 -I 0 z -;:;, g • I 0 t O :g ~ o m fJ.1 9 z -...J g ~ ~ "' -------... 11111 ---;:o. m '~ r= i :,_ ~ tD .)> r r C') 0 C ~ .-.-.-.-.-.-.:-.-.-.-.-.- .,, .. =i iZ, m Cl) Cl) ::~---- --:-' ~ -· =---;--.. --1-1.....-~·· -'I :c ~ m ::0 I .-.....11--_:---·-·-----~-::;;-_.~ CARLSBAD MALL REDEVELOPMENT CARLSBAD, CALIFORNIA THIS IS A GRAPHIC REPRESENTATION OF A DESIGN CONCEPT. IT SHOULD NOT BE CONSIDERED A DEFINITIVE PLAN FOR THE EXACT LOCATION OF THE PROTECTION FEATURES REPRESENTED. 1205440D_AP~O.cdr -... -1111 LJLJ LJ -. --. r r -l m m :c < < m m m ~ r r I\.) ->. m ~ )> ::0 )> z (') r (') 0 r :c ::0 -l 0 ::0 m ::0 a z )> 0 z ::0 -l en 2043 WOODLAND PARKWAY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com LJ • • • • • • -)> I\.) ->. i1 z I I r O:c :c o:co 0 o 0 c C ::0 ::0 ::0 ::0 S20 en ::!J ,, en m ::o ::0 C:-om m -0 )> ::0 ~ -o~m ~:-i~ ~ --1-en =i -0:-1 ZZ)> 0 G) z z en (') -l m ::0 ~ C (') -l m C 0 ::0 m - CODE CONSULTANTS, INC. - G) ~ 7J I () ::,:;; ~ -1 I I I I I I I I ;!" I I I Graphics I I I I I I The Fire Protection and Life Safety Experts I CODE CONSULTANTS, INC. -------------------~~I~ I 0 "'O ;om -;:o <-ms: )>m --1 CJ)m i:;:; ;:o CJ) CJ) C ;:o :> en -, m -0 r )> z ~ (") m ~ ;:o 2S z G) --)> "'O (") -I 00) Z ;:o O I o o < m-,, I "'O m omm 0 0 ;:o O ;:o CJ) m <-I G) CD mo m0 ;::o C O S: ;:oi:;:; )> r= "'O )> m)> -a O ;:o r O;:o I -0 r S: Z c._ CD )>0 ,-. G) m c r"'O "'' 0 r= rm ;;,;:: -I O CDZ m z SC/)-< G) r ~ !;-2(") zm G) en C ::0 ;:o 0 C z 0 z G) \"~~.;~,. ,,~ ~#hWJ/2~· ' ' ~.' '.·'.' t= 11,~ ~ ~~Q' . ' E, .. /flfll lll/!/!llll . . ~m\\s\\\\\\X\\\ri1 f . < ~ "Tl I 0 t:l G5 e:'j t~§j : o m .!..i.. g a ~ 0 ' 0 CARLSBAD MALL REDEVELOPMENT CARLSBAD, CALIFORNIA THIS IS A GRAPHIC REPRESENTATION OF A DESIGN CONCEPT. IT SHOULD NOT BE CONSIDERED A DEFINITIVE PLAN FOR THE EXACT LOCATION OF THE PROTECTION FEATURES REPRESENTED. 12054400_01.cdr 2043 WOODLAND PARKWAY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com CODE CONSULTANTS, INC. 0 0 <> 0 a a ci 78" CORRIDOR --~:;r D /213 D D D D OCCUPANT LOAD = 426 MERCANTILE; 12,626 sf/ 30 sf PER OCC = 421 STOCK: 1,403 sf I 300 sf PER OCC = 5 TOTAL= 426 EXIT CAPACITY = 426 le D 'o D D D D D (;;!IO I o· ··o ·D OCCUPANT LOAD MERCANTILE: 21,991 sf/ 30 sf PER OCC = STOCK: 2,444 sf/ 300 sf PER OCC = EXIT CAPACITY q D TOTAL= ,·. , Jl D ,,,ll· = 734 9 743 = D J \177! El ,0, 743 [~' [] 743 D c;r b' ·o· ·o 55" SCISSOR STAIR f ·o a a CL , "t:, a , a ~~-,----, UNPROTECTED OPENING BETWEEN ANCHOR AND MALL CONCOURSE r ,, -< D D ·o·. q i<o,. t e, 00):lD, ~. ·~if; cf= I, ~,ta" J. ~ ~· ""t .~ .. ~oJ. £0 ., ' ~~ ' • ..a~ J. •.:.$. '11P~ ' ,,,~ -&~co= • ,t g ~ ~ l;p t~t, 4 -,;i. 'e-.. -,.-1 C $ 0 :f= ~ , -:l:t, -·"L, Jo, .,.. ··-~ :: :l:t a :i=· ~ ~-o\1[. '¢ 0 Jb-1 I :!li(::aE: ~-M., 5·:·: :ti'::· ~~ "Y-... ',.~ . .r-'~· ' .. -~ ' . -><-1196,/l ;,,,.,._· ~ ~-', /200 .'?. · . er· ·D ... • .. .I&. . l,\ I" :. --.9 t;t ·~ ' . -lb,,;!, ·,:,/>;<>¢,<>¢''></'<:>¢-<>¢'<./?<:>'<><><:><>O<><>;<><><><>E' ' ~ . <><><><><><><><><><:><><><:><><> ~ ';:/f/1 </'</> <> ¢ <> '°<;&<:> <> <> <> <> <> <l ,:}>,cl><><><> 9 <> <> Vo './~,:;,¢,,:/'¢,¢,<:><:><><:><><:><>¢,<:><:><><:><l-0-<><1<><><><><;,<><:><>¢.><> >¢,¢,¢,¢,¢,¢, hAAA~~<vvV~ f> <}> <><> <><> <><> <> <> ,:/> <> ~ ¢,v ,o. <> <;,<><:><> -0-<> ,o.<> <><></I<:><> ,o, <> <><><><><><><><><><><><><><><><><><> . '.¢,9<}> ¢-<><><><><:><>I.><><>()'<>,:/> <l' <> ¢, <> 0</><> 0 o ¢, <><> <> <><> ' f <:, <> <> <> <> 9 ./> ,:/> </> .:/1 </> <> <> <> ,o. ¢, ¢ ¢, ¢, ;:/> .,{> <:> <> l' <> O Q <; AAAAAAAAAAAAAAAAAA¼ l " i/' 60" STAIR OCCUPANT LOAD = 941,-FITNESS, EQUIPMENT: 15,911 sf/ 50 sf PER OCC = 319 ...... FITNESS, NO EQUIPMENT: 5,252 sf/ 15 sf PER OCC = 351 POOL / SPA: 2,003 sf/ 50 sf PER OCC = 41 POOL DECK: 1,251 sf/ 15 sf PER OCC = 84 SPIN ROOM: SEAT COUNT = 35 LOCKER ROOM: 3,820 sf I 50 sf PER OCC = 77 LOBBY/ OFFICE: 3,108 sf/ 50 sf PER OCC = 32 TOTAL= 941 EXIT CAPACITY = 1,165 () FIRST LEVEL u ;;!; 0 0 ~= => 13 "''I' ~~ E a:~ 0 "'"' Q a:: co ui c:~ ~ Co :i ~Ira~ g~~ -g ~=>a, () >gc, i' ~ .'¢ ~~;; ~ z !:i ::, "' z C c.-, w Q C c.-, z 0 ~ t; ~ @::!iz w a::ulo Cl.I Ww~ ~..,: ~j!:@d ... fha. ~a::b~ ~ a::~ offa::i"fi ~ ~5 ~5~ffl gl ~~ ~~~lli '~ ~fil 9~~~ ~ ~~ ~~~~ ~g; ~~g~ 1-z w :E . a. 0 ...I <( w->~ wo C LL w _J ~ t3 ...I -_.o <C ~ :E ~ Co:: <C <( m o u, ...I ~ <C 0 DATE· 7-1-13 FIGURE NO. 2 120544.00.000 ~ ~ 60" SCISSOR STAIR q, •O I 259" CLEAR DOOR WIDTH I .,· ,11 ~~~~~ffi'fffiflF~'/1;':>:""""~· I _ H' I+ , 0 cf :i: o' o· 9' 94" EXIT PASSAGEWAY '>-*l. L -. )I, ,' 1-+ . ''' 212" s;rAIR \ 48"RJXMP SECOND LEVEL -THEATER PHASE 1 THEATER OCCUPANT LOAD = 2,838 WAITING AREA: LARGEST THEATER SEAT COUNT = 333 OFFICE: 677 sf/ 100 PER OCC = 7 CONCESSION: 2,147 sf/ 200 PER OCC = 11 PARTY/BREAK/TRAINING: 983 sf/ 15 sf PER OCC = 66 MECH/ELEC/STORAGE: 1,828 sf/ 300 sf PER OCC = 7 THEATER SEATING: SEAT COUNT = 2,358 MEZZANINE OFFICE: 2,516 sf/ 100 PER OCC = 26 MEZZANINE PROJ. ROOM: 6,983 sf/ 300 sf PER OCC = 24 MEZZANINE TRAINING: 57 sf/ 15 sf PER OCC = 5 ~ "' TOTAL = 2,838 ~ • , THEATER EXIT CAPACITY = 2,838 1%] ----n::::B-~ 0 0 "' ~~ =,"' ~l ~~ e a:~ .a a: §5 .e ~ :a: j'.:; a.I :::, rn :a: 0 ~ w C 0 ~ Oo S Zo, ~ ~~; 8 8sd'~ -g ~9~ i ~tiz;'; ~ l-oo ~~a ~wl= rai=@d ... za::t--t:! 1J 8~~m a ~5~f3 gt t,a.i!:&: i z~}s~ ~ ~E$f3 .,.. ~ffi~~ ~~§~ 1-z w :E a. 0 ..J <( w->~ wo C LL w _J a=: t3 ..J -..Jo <C ~ :E ~ c~ <C <( al l) UJ ..J a=: <C 0 DATE: 7-1-13 FIGURE NO. 3 120544.00.000 ~ ~ 60" SCISSOR STAIR c=1i:1c1c1 !El . 0. ,o o' ·i·· NOTE: ALTHOUGH THE DETAILS ARE STILL BEING COORDINATED, A NEW MAIN MALL ENTRANCE WILL BE CONSTRUCTED DIRECTLY ADJACENT TO THEATER TENANT AND WILL ACCOMMODATE 1,365 OCCUPANTS. THE REMAINING THEATER OCCUPANTS (54) EXITING TO MALL CONCOURSE WILL BE ACCOMMODATED BY THE EXISTING MALL EXITS o' ,,,-, :,: ii, -:~, ~i . H .. ~ 60" STAIR,. H C. cc . ·,1:·. ,' . . ,-~ . . : , ·_ M 9~" ~)(IT PASSAG~'NAY , -, , . i ,· .' ~' ' . , ~ ' ' ,-I ... +. -., A f==~C=='=~;...;. ..... ..;... ...... ...;..~ 212" SJAIR 48" R.AiMP SECOND LEVEL -THEATER PHASE 2 THEATER OCCUPANT LOAD = 2,838 WAITING AREA: LARGEST THEATER SEAT COUNT = 333 OFFICE: 677 sf/ 100 PER OCC = 7 CONCESSION: 2,147 sf/ 200 PER OCC = 11 PARTY/BREAK/TRAINING: 983 sf/ 15 sf PER OCC = 66 MECH/ELEC/STORAGE: 1,828 sf/ 300 sf PER OCC = 7 THEATER SEATING: SEAT COUNT = 2,358 MEZZANINE OFFICE: 2,516 sf/ 100 PER OCC = 26 MEZZANINE PROJ. ROOM: 6,983 sf/ 300 sf PER OCC = 24 MEZZANINE TRAINING: 57 sf/ 15 sf PER OCC = 5 @ n TOTAL = 2,838 ~ ~ , THEATER EXIT CAPACITY = 2,838 [%] ~~ g ~~ "'"' i$ E "'~ 0 "'"' u cc~ .!!? ~~ I Za, 0 ~~rag 8S!f~"g ~9~ i ~·.,.::;! 3 "'"'"' ti ~ z l=; ;.J ::, Cl) z 0 ~ w Q 0 ~ ~~~ ~~@g ~ ~:Sb~ g[ ou.lfm g wzww ..,. ~~~, ~ ~~~~ ~ 5~Q~ ou::ti:~ ffi~g;:j t:<C..JU. 1-z w :E Q. 0 ..J <( w->~ wo C LL w.....J ~<) ..J -..Jo <C ~ :E ~ C o::: <C <( al t) en ..J ~ <C 0 DATE: 7-1-13 FIGURE NO. 4 120544.00.000 0 I/"¾, ~ D a a ·O D D• a. D tj 0 D a ti • 'D CJ, Cl,' _D ·O a a ·~ 44" STAIR D·o·<· ,, ,II·' t , ', • , : : . ~ . ' ' _II .. 60" STAIR'. 24 HOUR FITNESS/BASKETBALL COURT OCCUPANT LOAD = 203 BASKETBALL COURT= 4,200/50 = 84 SPECTATOR VIEWING= 1,784/15 = 119 lj TOTAL= = 203 EXIT CAPACITY = 400 60" STAIR THEATER MEZZANINE OCCUPANT LOAD = 55 EXIT CAPACITY = 438 NOTE: OCCUPANTLOADINCLUDEDINLEVEL2 THEATER AREA BELOW. @ [%] 0 THIRD LEVEL = = .,, ~~ =>"' ~;% !~ ~ a:~ l!i cf g; 5 Co :3 ~~ra i 0(/)C, ~ !§&i ~ ~~~ 3: § b ~ @~~ z ffiwi= c,; :!!: ~ z !:i ::, .,, z 0 c., "' Cl 0 c., ffi ~~~@ ifu 8~~j 1· o wzww ~ ~8 ~~~~ ~ ffi~ ~~~m -<~ 5220:: ~~ ~ffi~i ~~ ~~gu. 1-z w :E a.. 0 .J <( w->~ wo C LL w ....I ~ t3 .J -.J 0 <( ~ :E~ Co::: <( <( mo en .J ~ <( 0 DATE: 7-1-13 FIGURE NO. 5 120544.00.000 _, I I I I I I I I I I I I I I I I I TM CODE CONSULTANTS, INC. © 2013 Code Consultants, Inc. I Cooling Tower Chemical Treatment Package and Compactor Enclosure CB 13-2181 (Shell Only) Prepared for: Westfield Carlsbad Prepared by: Roshanian and Associates, Inc. • • D '·,~' os~~ an.d AJ~odates, Inc. ' PROJECT ADDRESS: 2501 El Camino Real PROJECT DESCRIPTION: CB132181 Shell Only Cooling Tower Chemical Treatment Package and Compactor Enclosure -Descriptive Narrative and Fire Protection Analysis: 1. Rooftop Containment Tank with Chemical Feed Pump, Water Meter, Conductivity controls located inside Nema 3R enclosure: The cooling tower is for cooling of condenser water used for Water Source Heat Pumps and is located exposed at the lower roof. The unit is constructed of non-combustible materials and includes air-water interface inside with an exterior air fan attached to the exterior of the unit. The unit is provided with small access·panels for servicing however it is not accessible for storage. Small amounts of chemicals are used to treat the condenser water which are neither combustible, flammable, corrosive nor exposed to air. Based on the above, no fire sprinkler system protection shall be provided within this unit. Conductivity controls will be located at pump room at the rooflevel with Nema 3R enclosure. Such controls are similar in nature to pump controls located within the fire sprinklered pump room. No additional protection shall be provided. Attached are cut sheets for referencRECEIVED NOV 09 20\3 C\TY OF CARLSBAD BUILDING DIVISION .. ·.::::~--------------. ... ---------------------~-.:::.'11:-:C, 6404 Wilshire Boulevard, Suite 610, Los Angeles, CA 90048 T: (323) 933-5252 F: (323) 933-5589 E: info@roshanian.com W: www.roshanian.com l • ••• • 2. Manifold Gas System Fin the Compactor Enclosure. Natural Gas will be distributed in Medium pressure condition to each tenant space. There will be a separate gas meter for each tenant, as provided by the local Gas Company. The manifold is of steel construction and installed exposed. Based on the above, no fire sprinkler system protection shall be provided within the gas manifold area. For manifold detail refer to attached sheets P- 3.02 and 9/P-5.02. Prepared by: Nader Peyman, MSME, PE, LEED AP BD+C Sr. Associate/ Project Director Roshanian and Associates, Inc. 6404 Wilshire Blvd., Ste. 610 Los Angeles , CA 90048 T: (323) 933.:5252 F: (323) 933-5589 www.roshanian.com CARLSBAD MALL COOLING TOWER >------------245 1/2" [6235mm]-----------i 164 1/2" [4178mm] I -J-1 _1/2" [38mm] 1 1/2" [38mmJ-J- :o:-o ·O ·O s1;:~:o~;:m] u 86 1/2" [2197mm]--@ 92" [2337mm] · 1-----116" [2946mm]---- . 167 1/2" [4255mm] >-----------227" [5766mm]------------t i-----------237" [6020mm]-----------i 1-------------249" [6325mm]------------l ALL DOORS ARE NOMINAL 19" [ 483mm] X 27" [686mm] AND INTERCHANGEABLE RIGHT SIDE ELEVATION © OPERATING WATER LEVEL: 1" BELOW SCROLL OPENING. DETAIL NO. 1 / ~~~O~~R O· O· 3 1/B" O.D. INLET 3 1/8" O.D. OUTLET 100 1/2" [2553mm] 1/2" [38mm] 1 1/2" [38mmJ-J 118 1/2" [3009mm] II ~.,,\ j-99 1/2" [2527mm] --101 1/2" [2578mm] SEE DETAIL NO. 2 FAN END 1/2" [13mm], J DETAIL NO. 2 1------1-32" [813mm] © 0 0 0 0 0 0 16 3/4" [425mm] 17 1/2" [445mm] .lillIE1 CONNECTION LOCATIONS ARE APPROXIMATE :1:1/2" I 19 1/2" [495mm] 0----if-------+-(D@ 67" [1702mm] (D@ 32" [813mm] 50 3/4" [1288mm]-+------1 LEFT SIDE ELEVATION NOTES: CONNECTION SIDE G) CONSULT FACTORY FOR SIZE AND LOCATION OF CONNECTIONS FOR LOW FLOW {JWL) AND STANDARD FLOW {JW) EXCEPT AS INDICATED IN NOTE NO. 2. @ DIMENSIONS APPLY TO HIGH FLOW {JWH). @ CONNECTION SIZES ARE STANDARD COPPER O.D. AND ARE SIZED FOR NOMINAL FLOW RATES. - © ® IF SUPPORTING THE UNIT ON BEAMS, REFER TO THE RECOLD SUGGESTED SUPPORTING STEEL DRAWING FOR REQUIRED MOUNTING HOLE PATTERN. OPERATING WATER LEVEL 1" BELOW SCROLL OPENING OF PAN. DETAIL NO. ECO NUMBER REV. BY CHECKED QTC DRAlfJNG BASE UNIT JWH-115 REY, a,..TE DRAWN BY Mar1ee N. DATE 3/24/201 t CHECKED MA APPROVED ORDER NUMBER PLOT DRAWING NUMBER REV arc J-107 l ' \ • • CARLSBAD MALL COOLING TOWER ~~-:-' -.. , __ ' "' -~ j -• ((l SPX· t · . ~·~->-Racold ,,......._..__ , '' ' < . ,,, ' ' ' ~-. ~ --' ' >Recold® • • • Recold JW Series Fluid Cooler -Contents 2 ========================================·~---= Construction ..................................................................................................................................................................................................................... 3 Schematic ........................................................................................................................................................................................................................... 4 Engineering Data .......................................................................................................................................................................................................... 5 Freeze Protection ........................................................................................................................................................................................................... 6 Selection Procedure ..................................................................................................................................................................................................... 7 Load Factors ...................................................................................................................................................................................................................... 8 Rating Table .................................................................................................................................................................................................................... 10 Pressure Drop ............................................................................................................................................................................................................... 11 Accessories ..................................................................................................................................................................................................................... 1 2 Nomenclature JWL50B Design Series ___ ___,, I ' Unit Size Optional GPM Range Approximate Coil Face L = Low Flow (area in sq ft) H = High Flow IMPORTANT Since Recold heat exchange coils are copper, the coil can be drained without regard to internal corrosion. This must be considered with steel tubes that do not have internal protection. RECOLD HYDROSPRAY Recold engineering has developed an exclusive water distribution system called hydrospray. This unique system provides optimum water coverage of the heat transfer coil for maximum efficiency and virtual elimination of harmful scale problems that result from uneven water distribution. This process is accomplished through a limited number of large orifice non-clogging diffusers mounted on a heavy duty PVC pipe water header. • • • Recold JW Series Fluid Cooler -Construction The JW Evaporative Fluid Cooler is a ruggedly built unit constructed to provide many years of durable, dependable service with minimal maintenance requirements. Quality materials and workmanship are a key factor in meeting this objective. FAN MOTORS Fan motors furnished as standard equipment are open drip- proof type suitable for outdoor service. Motors have a 1.15 service factor and are mounted on a heavy duty adjustable base located for easy access. FAN GUARD SCREENS All moving parts are protected with OSHA approved galvanized steel screens. Each guard is easily removed for access to the fan. FAN SECTION The centrifugal fan is DRIFT ELIMINATORS Eliminators are constructed of PVC assemblies in removable, easy to handle sections. Each section has a three break design allowing three changes in air flow and measure approximately ·5 inches in depth. The use of durable PVC eliminates the corrosion problems associated with galvanized eliminators. HEAT EXCHANGE COIL Coil tube bundle is constructed of%" copper tubing with stainless steel tube sheets and copper headers. The copper construction offers a noncorrosive coil for extended service life. ACCESS DOORS Large rectangular access doors 3 forward curved, statically and dynamically balanced and constructed of galvanized steel: The fan housing has curved inlet rings for efficient air entry and discharge into the pan. Fans are mounted on a solid steel shaft coated to resist corrosion. Heavy duty, pillow block type, self-aligning are strategically located to provide access to both upper water distribution system and lower pan basin. The patented doors provide a complete air and water tight seal without the use of gaskets or fasteners ball bearings are -located at each end of the fan shaft. No intermediate bearings are required Extended lube lines are supplied as standard equipment to allow servicing bearings without removal of fan guard screens. WATER CIRCULATION PUMP The water circulation pump is a close coupled, bronze fitted centrifugal type with mechanical seal. Each pump is factory mounted and piped. Standard motor is open drip-proof suitable for outdoor service. WATER MAKE-UP Water make-up is provided by a solid brass float valve with arm and float ball installed in an external float box. This allows easy observation of the water operating level and maintenance of the valve with unit in operation. CONSTRUCTION: The Evaporative Fluid Cooler sump pan is constructed of 300 stainless steel and casing panels are constructed of heavy gauge, G-235 galvanized steel. The sump pan and casing panels are flanged outward so that all the connecting fasteners are located outside the flooded section of the unit to help prevent leaks in the unit and provides a more permanent watertight joint. To provide further protection from corrosion, no welded joints are located below the water line. The unit is designed for a 30 psf on any projected area and ships in one piece on a minimum 611 high stainless steel channel base to help in handling and installation of the unit. • • • Recold JW Series Fluid Cooler -Schematic 1<-----------A I<--------K ACCE66 DOOR ll ELIMINATOR ACCE66 INLET CONNECTION 4 INLET OUTLET r G B OUTLET 1---------1i--.---------1------i·i---CONNECTION l MODEL DIMENSIONS A B C D F G H J JW10 80" 76" 31" 84" 32½" 19½" -6" JW15 96" 76" 37" 102" 31½" 19½" -6" JW25 115¾" 77" 45¼" 124" 34" 19½" 51¼" 6 JW35 139½" 80¼" 55½'' 144" 38" 19½" 51" 6" JW50 172¼" 92½" 66%" 180¼" 4l" 1$1h" 71¾" 6" JW70 184¼" 98½" 93¼" 1.92" 47" 19½'' 84½" 8" JW85 208" 98½" 93¾" 217" 47" 19½" 96½" 8" JW100 221" 118½" 100½" 225" 67" 19½" 80" 10" JW115 245½" 118½" 100½'' 249" 67" 19½'' 104" 10" JW130 269" 118½" 10d½" 273" 67" 19½" 128'' 10" Note Use this bulletin for preliminary layouts only. Obtain current drawing from your Recold sales representative . 2 If required add 6" for positive closure dampers. If required add 6" for booster coil section. K L 53" 13½" 65" 16 76¾" 20½" 92" 14½" 115" 17¾" 115" note 4 EXTERNAL FLOAT BOX ACCESS DOORS FAR SIDE NEARSIDE TOP BOTTOM TOP BOTTOM 1 1 -- 1 1 -- 1 1 1 1 note3 1 1 1 1 note 3 2 1 2 1 note3 2 1 2 1 note 3 F l WATER SUPPLY Q OVERFLOW WATER DRAIN SUPPLY FPT FPT p Q 21/:2" ½" 2½" ½II 2½" 1/,/ 2½" ¾" 2½" 1" 3" 1¼" 139¼" note4 2 1 2 1 3" 1¼11 note 3 139½" note 4 2 2 2 2 4" 1¼11 note3 164½" note 4 2 2 2 2 4" 1¼" note 3 188" note4 2 2 2 2 4" note3 3 An additional bottom access door is installed on the connection end. 4. Consult Recold for coil connection locations. 1¼11 5 If supporting the unit on beams, refer to the Recold suggested supporting steel drawing for required mounting hole location. • Recold JW Series Fluid Cooler -Engineering Data 5 . FAN MOTOR AIR VOLUME FAN STANDARD FAN PUMP MOTOR SPRAY WATER SUMP HEATER APPROXIMATE WEIGHT lb MODEL hp· cfm RPM MOTOR FRAME hp GPM kW SHIPPING OPERATING JW10A 2 5280 689 145T ½ 40 2.0 910 1400 JW10B 2 5150 706 145T ½ 40 2.0 955 1400 JW10C 3 5450 825 182T 'h 40 2.0 1005 1500 .. JWi5B 5 8500 729 184T ½ .5.Q . ' . 2.0. 1365 200b .. JW15C 5 8300. 740 184T 1/, 50 2.0 1435 -240:0 ., JW25A 5 11700 (500 184T ¾ 70 4.0 1850 2800 JW25B 5 11800 523 184T ¾ 70 4.0 1955 2900 JW25C 7½ 13000 614 213T ¾ 70 4.0 2075 3200 JW35A 7½ 19000 413 2J3T 1 -110 4.0 295,5 '43.00' .. JW35.B 10 20000 462' 2.15J 1 11.0 .4:0 -3140 4600 I .. -· JW35C '10 19500 476 21,5T 1 .. i'!O ... ,..o 3305 ·5000· .. JW50A 15 30200 385 254T' 2 150 6,0 4380 6700 JW50B 15 29200 397 254T 2 150 6.0 4635 7200 JW50C 15 28400 385 254T 2 150 6.0 4885 7600 .:J'iv70El 20 37200 385 256T .. 250 · . •8.0 6685 ·10200 3 .. .. ~. JW.70C 25 39000 415 284T .3 '. 250 8.o· 7685 J09:0Q .. JW85B 30 52300 415 286T 3 325 11.0 7725 11900 JW85C 30 50000 430 286T 3 325 11.0 8185 12900 ! .JWlOOB 30 p8300 270 286T 5 375 .. .. ·n.o, · 9,170 . 16870. JW100l:! 30 61000 280 286T -5 . . : 1-1.0' . 9675. 1'7-775 3.65. .. ... , .. JW115B 40 66000 280 324T 5 400 14.0 10080 19050 JW115C 40 69000 290 324T 5 400 14.0 10670 20170 JW130B 50 7650Q 3QO 3261' q 450 .16.Q. .11025 .21425 ' JW130C 50 80000 305 326T .5 450 . -16.0 l,1720 22620 ' • * For static pressure from ¼ to ½ ESP use next size larger motor • JWL SUMP MODEL CAPACITY CIRCUITS CONNECTION OD gal_ CIRCUITS JW10A 10 2@2%" 43 21 JW10B 21 2@2%" 43 42 JW10C 2,1 2@2%" 43 42 j JW15B 26 2@3.1/a" 64 52 JW15C 2.6 2·@31/a" 64 ·52 JW25A 33 2@31/a" 95 66 JW25B 33 2@3 ¼" 95 66 JW25C 33 2 @3 'la" 95 66 JW35A 41 2@3¼11"' 1'63 82 ' JW35B 41 2@.31/a" 1.63 82 JW35.C 41 2 <@3 'la" 163 82 JW50A 50 2@3 'la" 248 100 JW50B-50 2@3 'la" 248 100 JW50C 50 2@31/a" 248 100 ' JW70B 70 4@3 'la" 374 140 JW70C 70 4@31/a" 374 l.40 JW85B 70 4@31/a" 454 140 JW85C 70 4@3 ¼" 454 140 JW100B 76 4@3.¼" 748 152 JW100C . . 76 4 @3 'la" 748 152 .. JW115B 76 4@3 'la" 880 152 JW115C 76 4@3 'la" 880 152 " JW130B 76 4@3 1la" 1012 "J52 JW130C 76 4 @3 ¼'.' · 1012 152 Note Inlet and outlet connection sizes shown are standard copper OD and are sized for nominal flow rates. Actual sizes should be specified to conform to job requirements. If special connections ·' JW COIL JWH COIL FACE VOLUME AREA CONNECTION OD gal CIRCUITS CONNECTION OD sq ft - 2@2%" 16 --9.7 2@2%" 20 --9.7 2@2%" 24 --9.7 .2~3.1/a". 31 ~ -H:5 ··-. 2@3 v.n 37 -' ~ .. 14.5 2 @3 1/a" 37 --21.6 2@31/a" 47 --21.6 2 @3 1/a" 57 --21.6 2@8¼" 54 .. -~ " .. , -.. 32.5 .. ··.2·@8 'la" _:70. 1:64 .. {@~3 1/411 .32.q ·2,@8 'la" 116 20Ei· . 4@·3·.'la"' 32,~ . 2@31/a" 82 --49.6 2@3 'la" 106 200 4@3 'la" 49.6 2@3 'la" 130 250 4@31/a" 49.6 4@31/a" . 146·. .. 280 .. 8·@3. 'la" .. 70.4 -4:@itW' 182·:. 350 .. .. 8@·s·11au 70,4 . . . 4@3 ¼" 177 280 8 @3 'la" 85.5 4@3 ¼" 200 350 8@3 'la" 85.5 A®°3'1a" 212· ... $.04 a·@3 ¼" .. 92:5 .. 4@·31/a'' .262 .. -380 ... .. 8!§13 1,l,11", 92.5 4@3 'la" 247 304 8@3 ¼" 108.9 4@31/a'' 305 380 8 @3 'la" 108.9 -"~ -,304 ; 4-~s·w.· 305. . 8·@.31/a" 1.25'.2 .. .4@3 %" ... 349 380 .. . . : 8,@3.''la" 125.2 are required, such as flanges or threaded fittings, consult your Recold sales representative. Connection quantity is total of in and out connections • • • Recold JW Series Fluid Cooler -Freeze Protection 6 =================================~~,.;;;: .................. _ .......... _ _,_.,_....,. ____ =~----- For the most part, evaporative closed circuit coolers will be installed for operation on a year-round basis. Units installed in a cold climate must be provided with adequate freeze protection for both the recirculating water and the heat exchange coil for proper equipment operation and maintenance. RECIRCULATING WATER The operation of evaporative cooled equipment under approximately full load conditions will prevent freezing of the recirculated water. However, during periods of very little or no heat load when fans and pumps are shut down, some form of freeze protection must be used. A simple form of freeze protection commonly used is a remote sump tank inside a heated building oelow the evaporative cooled equipment. The water circulation pump is located at the remote tank circulating water through the evaporative cooler during load conditions. When the unit is shut down, the water drains down into the remote sump tank which is in a heated atmosphere. The remote sump installation may be unacceptable in some cases due to unit location or space limitations. For these applications, pan water freeze protection may be attained by means of an optional electric heater located inside the unit pan. Electric pan heaters are designed to prevent pan water freezing during unit shut down with fans and pumps idle. Water lines to and from the unit, pump, pump discharge and drain lines must be wrapped with a heat-tracing element and insulated to protect them from freezing. TABLE 1 Glycol Flow Correction Factors UNIT ETHYLENE DESIGN FLOW GPM MODEL GLYCOL JW/JWL BY VOLUME 40 50 70 90 100 125 150 175 ABOVE ~Oo/o 1.07 ·.1.05 1.02 1;00 1;00 1.00 1.00 1.00 _1.00 10A thru 3Qo/o 1.19 1.07 1.02 1.01 1,00 1.0(J f.ob 1.bb. 1.69 35C 40% 1.1"4 1.11 1.05 f.01 1.00 1.00 1.00 J.QO 1:00 50% 1.16 1.13 1.06 1.01 1.00 1.00 . 1.,00 t90 1.6_0· -; 20% 1.12 1,69 1.05 1.03 1.02 tQO i:6Q 1.06 1.QO 50A thru 300/~ . 1.16 1.12 1.07 1.04 1.02 1.00 1.00 1.00 1.00 50C 40% 1.19 1.16 1.11 1.06 1.Q4 i.m 1.oo 1.00 1.00 50% 1.23 1.21 J.14 1:08 1.0,5 1.¢1 1.00 1.9.0 1.06 200/o 1.15 1.11 1.09 1.06. 1.64 i.Q3 1.01· 1.0Q J.00 70B thru soo/o -1.18 1.11 1.07 i.05 1.0s" 1.Q1 1.00 1.00- 130C 4Qo/o -1.20 1.15 1.lO 1.07 105 1.Q3 1:00" 1,90 50% -1.23 1.20 1.11 1,11 i.07 1.04 1,Q6 1.00 HEAT EXCHANGE COIL PROTECTION The best means of heat exchanger coil freeze protection is to circulate an ethylene glycol water solution. The solution freeze points with respective ethylene glycol by volume are given in Table 11 below. This method will allow freeze protection irrespective of heat load or unit shut down. Some applications will not permit the use of an ethylene glycol solution. Under these circumstances, other means of freeze protections must be used and the following rules strictly adhered to. 1. Maintain full flow through the coil 2. Maintain heat load on the coil at all time so that the leaving water temperature does not drop below +50°F Full flow alone will not protect the coil. Temperature of +50°F must also b$ maintained. Methods of maintaining the recommended fluid temperature may vary with system design and operation. A simple means of preventing heat loss may be to locate the unit indoors allowing a heated atmosphere. Adequate space and ductwork must be provided for proper operation. Units operating in low ambient conditions with a heat load which becomes very low or drops off completely may require the addition of an artificial load to maintain safe fluid temperature. The amount of artificial load required may be reduced by means of discharge positive closure dampers. The addition of the dampers will prevent induced air circulation or the chimney effect which may occur during unit shut down. The above methods of coil freeze protection, when properly applied and maintained will provide good equipment protection. All methods, other than those using an adequate antifreeze solution, should provide a means of emergency coil draining. It is recommended that automatic drain valves and air vents with vacuum breakers be installed on each coil circuit Adequately size drains with heat-tracing tape and insulation should be provided for free drainage. Should the circulating pump fail or the water temperature leaving the coil drop below 50°F for any reason, the coil will automatically drain preventing freeze damage. ETHYLENE GLYCOL (by volume) FREEZE POINT r-------------'C----'----- •f 20% 30% 40% 50% 14 3 -1"4 -38 ... • • • Recold JW Series Fluid Cooler -Selection Procedure 7 ========================================= Closed circuit cooler selections can easily be made by using the information on pages 6 through 11. The examples below demonstrate proper procedures for water and ethylene glycol solutions. Other fluids can be cooled, but since their heat transfer and flow characteristics may vary, please contact your local Recold sales representative for assistance. WATER SELECTION EXAMPLE Select a unit to cool 225 GPM of water from 102°F to 90°F at 76°F wet bulb temperature. 1. Determine Range: 1 02°F -90°F = 12°F Range 2. Determine Approach: 90°F -76°F = 14°F Approach 3. Select Load Factor -Enter Unit Load Factor Table 2 for 76°F wet bulb. Select load factor based on 12°F range and 14°F approach. Load factor in this example equals 3.3. When wet bulb temperature is an odd number interpolate between appropriate tables to determine the load factor. 4. Select Unit Model -Table 3, the load factor determined in step 3 falls between 3.0 and 3.5. Enter the 3.0 column and read down to the smallest unit flow rating which is greater than or equal to 225 G PM. For the Model JWL35B, interpolate between 245 and 190 GPM to determine the flow rating at the 3.3 load factor. Interpolation gives a rating of 212 GPM which is less than the design requirement. Select a Model JWL35C · and again interpolate between load factor columns to determine flow rating. The second selection provides a flow rating of 245 GPM which exceeds the design requirement. The correct unit size is, therefore, a Model 35C. 5. Determine Flow Limitations -Enter Table 3 at unit size determined in Step 4 to select a JWL low flow or JW standard flow unit The Model 35C with 225 GPM design flow falls within the standard coil flow limitations. The correct unit selection is, therefore, a JW35C. 6. Determine Coil Pressure Drop -Enter the Coil Pressure Drop Table at 225 GPM and read across to the unit model column to select pressure drop reading. In this example, pressure drop equals 4.8 PSI. DEFINITIONS Range: the difference between the entering and leaving water temperatures (Wf in -wr out). Approach: the difference between the leaving water temperature and the web bulb temperature (Wf out -WB). ETHYLENE GLYCOL EXAMPLE Select a unit to cool 75 GPM of 40% by volume ethylene glycol from 107°F to 85°F with 78°F wet bulb. 1. Determine Range: 107°F -85°F = 22°F Range 2. Determine Approach: 85°F -78°F = 7°F Approach 3. Select Load Factor -Enter Table 2 for 78°F wet bulb and select load factor at design range and approach. Select 6.0 factor. 4. Select Test Unit Model -Enter the Unit Rating Table 3 at the 6.0 load factor and read down to the smallest unit flow rating greater than or equal to the design 75 G PM. Select the test model JWL35C. 5. Correct Flow for Ethylene Glycol -The flow correction factor obtained from Table 1 is 1.04. 75 GPM x 1.04 = 78 GPM . 6. Adjust Model Selection -Re-enter Table 3 at the 6.0 load factor and make selection based on corrected flow of 78 GPM. The adjusted unit selection is the Model JWL50A indicating an 80 GPM rating. 7. Determine Flow Limitations -Enter Table 3 at unit size determined in Step 6 to select a JWL low flow or JW standard flow unit. The Model 50A with 75 G PM design flow falls within the low flow coil limitations. The correct unit selection is, therefore, a JWL50A. s. Determine Coil Pressure Drop -For ethylene glycol pressure drop calculation, the conversion factor from Table 5 must be applied to design flow before entering Table 4. 75 GPM x 1.05 = 79 GPM. The coil pressure drop for 79 G PM is 2.4 PSI. Load BTUH= GPM x (500 x Sp. Gr. x Sp. Ht. x (T1 -T2) where Sp. Gr, = specific gravity at average temperature Sp. Ht.= specific heat at average temperature T1 = entering temperature T2 = leaving temperature • • • Recold JW Series Fluid Cooler -Load Factors 8 ============================================:::,-::::-,::-::::,......,;:-=·.....c.-=:.=.·..c·-... -----~-··=-· TABLE NO. 2 60°WETBULB RANGE 6 8 10 12 14 16 18 20-22 24 26 28 30 32 34 36 38 40 7· 6.0 6.4 6,7 7.2 7.3 7.5 7.7 7.9 8.0 8.2 ---.. 8 5.6 60 6.4 6.7 6.9 7.1 7.3 7.5 7.6 7.8 7.9 8.0 9 4.3 4.8 5.3 ·5.7 6.0 6.3 6.5 6.8 6.9 ·7.1 '!,3 7.4 '7.6 7.7 '7.8 7.9· 8.0 10 4.0 4.5 5.0 5.4 5.7 6.0 6.2 6.4 6.6 6.8 69 7.1 7.3 7.4 7.5 7.6 7.8 .. 11 3.8_ 4.3 4.7 5.Q, _5.3 5.6· 5.9 6.1 6.3 6.5 :6,6 6,8 6.9 7.0 7.2 7.~ -7.4 12 2.9 3.5 4.0 4.5· 4.8 5.1 54 5.6 5.8 6.0 6.2 6.4 6.5 6.6 6.8 5.9' 7.0 7.2 1q 2.8 8.2 3.8 4.2 4.5 4.9 5.1 5.4·_ 5.6 ,5.8 5.9 6.2 63 6.4 6.5' 6.7 6.8 ~.9 14 2.5 3.1 3.6 4.0 4.3 4.6 4.9 5.1 5.3' 5.5 5.7 5.9 6.0 6.2 6.3 6.4 6.6 6.8 15 2:4 3.0 3.5 _3.9 4.1 4.5 4.7 4.9 5.2 5.4 5.5 5.7 5.8 ·a.o 6:1 6.3 _M a:a 1_6 2.3 2.8 .3.3 3.7 4.0 4.3 4.6 4.8 4.9 5.1 5.3 -5_5 5.6 5.7 5.9 6.1 6.3 6.4 :i: 17 ·2.2 2.7 3.1/ ·3.6 3.9 4.1 .4.4 4.6 4.8 4.9· 5.1 5,3 5.4 6.7 5.8 5.9 6.0 '6?, -~ 0 18 i1 2.6 3.0 3.6 3.8 4.0 4.2 4.4 4.6 4.8 4.9 5.1 5.3 5-4 5.6 5.8 5.9 6.0 D: 19 2.0 ·2,5· 2.9 3.3 3.6 3,9 4.1·_ 4.3 4.5. 4.7 4.8_ •4.9 5.2 "5.3 5.4 ·s.s 5.8 p,9 a. a. 20 1.9 2.4 2.8 3.2 3.4 3.7 3.9 4.2 4.3 4.5 4.7 4.8 4.9 5.1 5.3 5.4 5.6 5.7 <I :1.1 1:9 2.4 2.7 3.1 .. 3.4 3.6 3.9 4.1 4.2 4.4 4,ll 4.7 4.9 5.0 5.3_ 5.3 -5.4 5.ey_ 22 1:a· 2.3 2.6 3.0 3.2 3.5 3.7 3.9 4.1 4.3 4.4 4.6 4.7 4.9 5.0 5.2 5.3 5.4 ~3 1.8 2.3 _2,6 .3.0 3.2 3.5 ?-7 3.9 4.1 4.3 4:4 4.6 4.f 4.8 5.0 .5.2 'i;.~ 5.4 24 1.7 2.1 2.5 2.8 3.1 3.3 3.5 3.7 3.9 4:1 4.3 4.4 4.5 4.6 4.8 4.9 5.1 ·5.2 .25 1.6.' 2.1 2.4 2.7 3.0 3.2 3.4 3.6 3.8 3,9 4.1 4.2 4.4 4.6 4.7 ·,1.a· 4.9. 5.1· 26 1.6 2.0 2.3 2.6 2.9 3.2 3.3 3.5 3.7 3.9 4.0 4.1 4.3 4.4 4.6 4.7 4.8 4.9 ~7. i.5 2.0, 2.3 2.6 2.8 3.1 3.3 .3.4 3.6 3.8 39 4.1 4.2 4.3 4.4 4.6 4.7· 413: 28 1.5 1.9 2.2 2.5 2.8 3.0. 3.2 3.4 3.5 3.7 3.8 4.0 4.1 4.2 4.3 4.4 4.6 4.7 29 104 i.a 2.1 2.4 2,7 2.9 ·a._1 3.3 '3_4 3.6 3.7 3.9: 4.0 4.j 4.2_ '4._4 4.5 4.\,: 30 1.4 1.8 2.1 2.4 2.6 2.8 3.0 3.2 3.3 35 3.6 3.8 3.9 4.0 4.1 4.3 4.4 4.5 64°WETBULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 7 5.6 6.1 6.4 f/.7 7.0 '7.·1 --7.4 7.5 7.7 7.8 _8.IJ --.. - 8 4.8 5.3 5.6 6.0 6.3 6.6 6.8 7.0 7.1 7.3 7.5 7.6 7.7 7.8 7.9 8.0 ) .. .. 3.9 4.5 4.9 5.3 5.6 5.9 6.2 6.4 6.6 _e,:i 6.9, 7.1 . 'i2 7.~ i5 7.6_ :7.?. 10 3.7 4.3 4.7 5.0 5.3 5.6 5.9 6.1 6.3 65 6.6 6.8 6.9 7.0 7.1 7.3 7.5 ·11 2.9 ·3_5 4;1 4.5 4.9 5.1 5:4 5.6 5.8 6.0 6.2 6.3 6.5 6.7 :sa :'6.9 7.0_ ,7.2' 12 2.7 3.4 3.9 43 4.6 4.9 5.1 5.4 5.6 5.8 6.0 6.1 6.3 6.4 6.6 6,7 6.8 7.0 _:13_ 2.6 3.2, 3.6 4.o' 4.4 4.6 4.9 5.2 5.4; 5.5 5.7 5.9 :6.0 6.2 6.3 ~.5-6.6: ~:a· 14 2.4 3.0 3.4 3.8 4.2 4.4 4.7 4.9 5.1 5.3 5.5 5.7 5.8 5.9 6.1 6.2 6.4 6.6 15 :2.2 :2.8 3.2 3.6 4.6 4.2 4.5 4:7 4.9 5.0· 5.2 5,4 5.6 5.'Z 5.9-6.0 6.1 e:a 16 2.1 2.7 3.1 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.4 5.5 5.7 5.9 6.0 6.1 :i: _17 2.1 2.6 3.0 3.4 3.'7 :4,0 4.2 4.4 4.6 ts-4.9 5.1 5.3 -5.4 ;5.6 ~:1 9.8 'i,.o u ~ 18 2.0 2.5 2.9 3.3 3.6 3.8 4.1 4.3 4.4 4.6 4.8 4.9 5.1 5.2 5.4 5.5 5.7 ·5.8 D: 19 i.9 2.4 2.8 3.1 3.4 3.7 -3,9 4.1 4.3_ 4,5 4.6 4.8 4-!J 9:1 ~.2 9.-? 5.ey: '5,7 a. a. 20 1.8 2.3 2.7 3.0 3.3 3.5 3.8 4.0 4.1 4.3 4.5 4.6 4.8 4.9 5.1 5.2 5.4 5.5 <I 21 -1.a· ;2.2 2:6 2.9 3.2 9.4 3.7 3.9 4.0 __ 4.2 _-4.4 -4.5 4.7 4,8. 5.0' 5.1. 5,?_ q.4 22 1.8 2.1 2.5 2.8 3.1 3.3 3.6 3.8 3.9 4.1 4.3 4.4 4.6 4.7 4.8 !i:o 5.1 -5.3 23 ).7 2.1 2.4· 2.7· 3.0 _3.3 3.4 3.6 3.8 4.0 4.1 4.3 4,4 4.6; 4.7. _4:a :~.c>: }.1 24 1.6 2.0 2.4 2.7 2.9 3.2 3.3 3.5 3.7 3.9 4.0 4.2 4.3 4.5 4.6 4.7 4.9 5.0 25 1.6· 1.9 2.8 2.6 2.8 3.1 3.2 3.4 3.6 3.8 3.9 4.1 4.2 4.4 4.5 4.6 4.7 4.9 26 1.5 1.9 2.2 2.5 2.7 30 3.2 3.3 3.5 3.7 3.8 4.0 4.1 4.3 4.4 4.5 4.6 4.8 27 1.5 1.8_ .-i:1 2.4 2,7 2~. 3.1 -3.3 3.5 3.6_ -3.7 3.9 ·1:0: 42: 4'.3' '4.4 }5 :4.e( 28 1.4 1.8 2.1 2.3 2.6 2.8 3.0 3.2 3.4 3.5 3.6 3.8 3.9 4.1 4.2 4.3 4.4 4.5 J29 1.4 1.7 :ii/ _2.3 ·2.5 '!?,8 2.9 _3.1 3.3 a:4 3.5 3.7 a:a 4:0 4.1 4.2: '.aij '4,4 __ 30 1.a· 1.6 1.9 2.2 2.4 2.7 2.9 3.0 3.2 3.3 3.4 3.6 3.7 3.9 4.0 4.1 _4.2 4.3 68°WET BULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ,7 __ 4.4 _4,g 5.1 5.7 6.1 6.4 6.6 '6,9 '7.0 '.7.2_ 7,4 7.5-7.6 7.8. 7.9 ---__ 8 ~UMM~M~MMM7.0~muwwIT ~ U~U~MM~~~M~~~~~ft~ 1 o 2.9 a.5 ",i'.o 4.4 4.a 5.1 5.3 5.6 5.7 6.o 6. 1 6.3 6.5 6.6 6.7 a.a 1.0 1.1 .11 2.7 a.a ,a.a_ 4.2_ 4.6. 4.9 5.1 5.4 5.5 -5,Z 5,9· 6.1 6.2 6.4 6.5 6.7 6.a .6.9 12 2,6 3.1 3.6 4.0 4.4 4.7 4.9 5.1 5.3 5.5 5.7 5.8 6.0 6.1 6.3 il:4 . 6.6 · 6.7 13 .2.4 3.0 .3:{ 3.8 4.2 4.4 4.7 4.9 5.1 5.3 5.4: _5.6 5.8 -5-~ 6.1 ~.2_ 6.4 6.5: ~~UUM~~~~~~~MM~MM~D 15· ·2:; ·2:6_ 3:1-a:4 ·a.a-4.0 4.3 _4.5 .4.7 ·48 ifo 5.1 ·5.3 5.5 5.6 5.8 5.9 ·s.1· 16 2.0 2.5 3.0 3.3 3.6 3.9 4. 1 4.3 4.5 4.7 4.8 5.0 5.2 5.3 5.5 5.6 5.8 5.9 0 . 17. _1.9 2.4 2-9 ef.2: 3.5_ 3.8 4.0 4.2 _4'.4 4.5 4.7 __ 4.8_ 5_.c,i:·5.2 :5f s:5 ~5,6° 5.8 ~ 18 1.9 2.3 2.7 3.1 3.4 3.6 3.9 4.1 4.3 4.4 4.6 4.7 4.9 5.0 5.2 5.3 5.4 5.6 f 19 .1.8 2,2 2.6· 2.i 3.3: 3.!;i 3.7 -3.9_ 4.1 4_.3 4:4__4.6 4.7: 4.9 _5,0 5;1 5.3-§.4' ~ 20 1.7 2.1 2.5 2.8 3.1 3.4 3.6 3.8 4.0 4.1 4.3 4.4 4.6 4.7 4.9 5.0 5.1 5.3 -·21 1,7 2.1 ~.4 2.7 3.0 3.3 3.5 3.7 3.9 4.0 4.2 4.3 4.6 4,6 4.8 4.9° 5.0 5.1 22 1.6 2.0 2.4 2.7 2.9' 3.2 3.4 3.6 3.8 3.9 4.1 4.2 4.4 4.5 4.6 ;,._;,· 4.9 5.0 2~ _'1.!J ·1.9 is· 2.5 2.9 a.1 3.3 a.5 3.6 a.a a.tj 4.1_ i2 1:4 4.9 4.if-1.f 4,§l, 24 1.5 1.9 2.2 2.5· 2.8 3.0 3.2 3.4 3.5 3.7 3.8 4.0 4.1 4,3 4.4 4.5 4.6 4.8 ~~ra~~~2.9~~UMU~~~~«~~ 26 1.4 1.8 2.1 2.4 2.6 2.8 3.0 3.2 3.3 3.5 3.6 3.8 3.9 4.1 4.2 4;3 4.4 4.5 2r 1c( r.7 2,0 2,a 2.5 Jl,8:-2-9 a.1 a.a 3.4 a,5 3.8 ·a.a 4.0 4,1, 4,2, 4.~ 4.4_: 28 1.3 1.6 1.9 2.2 2.4 2.7 2.8 3.0 3.2 3.3 3.5 3.6 3.7 3.9 4.0 4.1 4.2 4.3 29 1:a 1.s 1.9 2.0 2.4 2.il 2.a 2.9 a.1 a.3 3.4 3.5 a.a :3:a 3.9 .. 4.o 4,1 _4.2 30 1.2· 1.5 1.8 2.1. 2.3 2.5 2.7 2.8 3.0 3.2 3.3 3.4 35 3.7 3.8 3.9 4.0 4.1 62°WETBULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ·:1. · 5.8 s:3. 6.6 ·a.9' -1.1 . 7.a· 7.5 1.1 1.~ 7.9 -a:1 8 ~MM~M~M~mUW7.87.9M~ 9 -O~~~MWM~~~fu~:m·ww~-~ 1 O 3.8 4.3 4.8 5.1 5.5 5.8 6.0 6.2 6.4 6.6 6 8 6.9 7.0 7.2 7.3 7.4 7.6 . 1.1 3.0 3.6 4.2. -~-6 •4.9 ,5.2 :5_5: ,5.7 6.0 6._2, 6.3 6,5 6.7. (,8 ·7.0 .7.·( 7.2. ·7.3 12 2.8 3.5 4.0 4.4 4.7 5.0 5.3 5.5 5.7 5.9 6.1 6.3 6.4 6.5 6.7 6.8 7.0 .. 7. 1 -1;i· _2.7; s.a a.i 4:J _4.5 .4.8 5:1 5.3. -5.5 5.7 5.9 5:q ·a.2 6.3 6.5 6.6 il.a 6.9 14 2.5 3.1 3.5 3.9 43 4.6 4.8 5.0 5.2 5.5 5.6 5.8 5.9 6.1 62 63 6.5 6.7 u~uilU~~a~~~M$~M~~-~M :i: 1 _6 2.2 2.8_ 3.0 _3.6 3.9 4.2 4.4 4.6 4.8 5.1 5.2 5.4 5.5 5.7 5.8 6.0 6.1 6.3 u 11 __ 2.1 _2.r, a.r 3:S·. ·a.a 4.J 4.3 ·4_5 4:t ·4.9 ·5.cr -5,2 5.4 -5.5 5.7 5.? .6.9_ ,a.1 ~ 18 2.1 2.5 3.0 3.4 3.7 3.9 4.2 4.4 4.5 -4.7 4.9 5.0 5.2 5.3 5.5 5.6 58 5.9 f 19 __ 2,0 !?.4: !?.9 .?.2 '3,li :?-? :4-9-,4.2 4.4 4.$ 4.7 4.\). 5.0· t;:2 q.:3 5.4 .5.6 '.5.8 ~ 20 1.9· 2.3 2.8 3.1 3.4 3.6 3.9 4.1 4.2 4.4 4.6 4.7 4.9 5.0 5.2 5.3 5.5 5.6 2.1 1,a: .g.a_ 2.1.·3.o ·3,3, a'.5 3.8 ·.4,0· 4:1. 4.3 -4.5 1.5· 4.8" 4.9-5,1__ .5_,1 :5.3 5,5 22 1.8 2.2 2.6 2.9 3.2 3.4 3.7 3.9 4.0 4.2 4.4 4.5 4.7 4.8 4.9 5.1 5.2 5.4 23: i.1. _2,1 _2,~' ·2:8· a.1 a:a .1j.5_ :s:t a.fl_ 4.1 ,4_3 :4:4. 4.ey: :4.1 4.a ,4.9. ~5.J. 5.2 24 1.6 2.1 2.5 2.7 3.0 3.2 3.4 3.6 3.8 4.0 4.1 4.3 4.4 4.6 4.7 4.8 5.0 5.1 25· ·1.a ·2.0. 2.4 2.a. 2.s ·a.1: a.a a.5 ,3.7. ·a.9 11.0 4.2 '4.3 _4.5· 4.6 ·4.7--4.a ·5.0 26 1.5 2.0 2.3 2.6 2.8 3.1 3.3 3.4 3.6 3.8 3.9 4. 1 4.2 4.4 4.5 4.6 4.7 4.9 2f _ 1.fi_ .ui: _2.2 _2.5. 2-.a a:o 3~ .. <J.4 a.s :3.1, a.?' 4.o 4.1 4.$ 4.4: :·4.5 4.6 4:r 28 1.5 1.8 2.2 2.4 2.7 2.9 3.1 3.3 3.5 3.6 3.7 3.9 4.0 4.2 4.3 4.4 4.5 4.6 -~il-_ 1.4 1.s· -2,1 2.a _iw _2,a: ·a.o_ .32_ a.4 a:i; 3.6 s.a .a.9 :4:1 -4.!? 4.3 4,4 4Ai 30 1.4 i.i ·2.0 . 2.3 2.5 28 3.0 3.1 3.3 3.4 3.5 3.7 3.8 4.0 4.1 4.2 4.3 4.4 66°WET BULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 7. T .. 5.0 5.5 ; 5./J 6:3 __ 6.5 p.8 ·7.0 7.2· 7.4= 7.5'-7.6· 7.S-·7.9 a.o· 8 4.7 5.1 5.5 5.9 6.2 6.4 6.7 68 7.0 7.1 7.3 7.4 7.5 7.7 7.8 7.9 ,9 :{13 _4.4 4.8 '.$.2 ,$.5 -~-8 6,9 6,3 q.4 ·-6.6' .6,8· ·5.9 7.0 7.2. 7.? 7.4· 7.6 10 3.0 3.6 4.1 4.5 4.9 5.2 5.4 5.7 5.9 6.1 6.3 6.4 6.6 6.8 6.9 7.0 7.1 7.3 11 !?-? _3,4_ 3.9 4;3 , 4.7 5.0 5._2 ,5.5_ 5,7 5.9 6.1 . 6,1? 6,? 6.5 ,9,6, 6.8 . 6.9-7.1: 12 2.7 3.2 3.7 4.1 4.5 4.8 5.0 5.2 5.4 5.6 5.8 6.0 6.1 6.3 6.4 6.5 6.7 6.9 ··13 J-5 .3.1 :a,~_ 3.9 4.3 :i.5 ,. 4.8 5,0 5:2 -~.4-:5_5-_ !j.7 5.9 6.0 6.2 6.3 6.5; ey.q 14 2.3 29 3.4 3.7 4.1 4.3 4.6 4.8 5.0 5.2 5.3 5.5 5.7 5.8 6.0 6.1 6.2 6.4 16 :-i.2. ·2.7 3.2 ·s.5 3.9 ·4.1· ·4.4_ 4.6· ·4.8· 4.9 5.1 -5.3 -5.4 '.5;5 5.7 5.9 6.0 :a.2· 16 2.1 2.6 3.1 3.4 3.7 4.0 4.2 4.4 4.6 4.8 4.9 5.1 5.3 5.4 5.6 5.7 5.8 6.0 :i: 17_ :2,9 ll,5 3.0 -?.3' 3.6-·a.~ 4.1 -4,3' 4.5 4.6 4.8 5.Q 5~ :5,3 5.4 ·5.f? 5.7' 5.9 u g 18 1.9 2.4 2.8 3.2 3.5 3.7 4.0 4.2 4.4 4.5 4.7 4.8 5.0 5.1 5.3 5.4 5.5 5.7 D: 19· 1.8' 2-.a; _2:f .3.0, 3:4 :.a.ii :a.a :,i.o 4.2: 4.4 _4.!j_ '4,7 'fa· 5,0 _5.L 5.2 5.4 ,5.5, a. a. 20 1.8 2.2 2.6 2.9 3.2 3.5 3.7 3.9 4.1 4.2 4.4 4.5 4.7 4.8 5.0 5.1 5.2 5.4 <I .. 21: :1,7, .!?,2 ~-5. 2.a: :a,1. 3,4_ .3.~ 3.? .. 4.0._ 4:1· 4-<! 4.4 ·4,6 4.7 4.9. ·5.0' 5,1. 5.2, 22 1.7 2.1 2.5 2.8 3.0 3.3 3.5 3.7 3.9 4.0 4.2 4.3 4.5 4.6 4.7 4.8 5.0 5.1 -~3-_ .rn-2.9· 02.4 •2.7 3.Q· ·3.2, 3:4 3.ey. -3.7_ '.3.9, 4.0 4.2 4-?, 4:5• 4.6, -4.7' -4.l} 5.o· 24 1.6 1.9 2.3 2.6 2.9 3.1 3.3 3.5 3.6 3.8 3.9 4.1 4.2 4.4 4.5 4.6 4.7 4.9 ::25 ,1;_· HI 2.2 2.5 2.8 '30 3,2· 3.4 -3.5 3.'1' 3.8 .3.9 4.1 :4.3-4.4 4.5 -4.6 '4.7 26 1.5 1.8 2.2 2.4 2.7 2.9 3.1 3.2 3.4 3.6 3.7 3.9 40 4.2 4.3 4.4 45 4.6 ~? .. 1.4 1.tl ·g.l-2.4 2,6 2.(l· 30' ~-l? 3.4 :-a.$ ,3.6 ;s.a 3,ir 4.0 4,2 .4,?-_.4.4 4.g 28 1.4 1.7 2.0 2.3 2.5 2.8 2'.s' 3.1 3.3 3.4 3.6 3.7 3.8 4.0 4.1 4.2 4.3 4.4 2f 1~ 1.6 __ _1.9 '~-I? 2.4 2.7 ·2.9 -3.0. 3,2_ ?,4 _3.5 3.6 '?,:7 3.9 4,9 4.1 -4t 4.3 30 1.3 1.6 1.9 2.1 2.3 2.6 2.8 2.9 3.1 3.3 3.4 3.5 3.6 3.8 3.9 4.0 4.1 4.2 70°WETBULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 7_: • __ 4'.2 ,_4.8; 5.2: 5.6, ,!,:() 6.3 6.5 _p.7 6,!l 7.1' 7.2· 7.4 7.g 7.7 7.8, -7.~-8.0 8 3.2 3.9 4.4 4.9 5.3 5.6 5.9 6. 1 6.3 6.5 6.7 6 9 7.0 7.1 7.3 7.4 7.5 7.6 )i: ?t:a.6 4.2 :4.6 4_.9 ~.2: !i.f !i~:c5.!_1 ·5-~ ·6.a"ey.5 ,(l.6: 9.!l :6.~:.1.0 '1.2 ·fa 10· 2.8 3.4 3.9 4.3 4.6 4.9 5.2 5.4 5.6 5.8 6.0 6.2 6.3 6.4 6.6 6.7 6.9 7.0 j_1. 2.6 ·32.: :a,7_ 4:i 4.4 4.7_ 5.o, 5.2· ,5,4· ·5.6 ·5_5 5.9 6.1 !3.2. 6.4 .a.5 -6.7 -6.a 12 2.5 3.0 3.5 3 9 4.2 4.5 4.8 5.0 5.2 5.4 5.6 5.7 5.9 6.0 6.1 6.3 6.4 6.6 ~~fa~b~~~~~~q~p~~~~~ 14 2.2 2.7 3.2 3.5 3.9 4.1 4.4 4.6 4.7 4.9 5. 1 5.2 5.4 5.5 5.7 5.8 6.0 6.2 .is' 2.0-2.5 ·a.o_ a.a .. a.7' .3.9' >1.2->1.4 4.5 ··4_7 4.9: 5.o: 5.2: 5.a. 'si5. -.5.6. -5.a' s:o· 16 ·2.0 2.4 2.9 3.2 3.6 3.8 4.0 4.2 4.4 4.6 4.7 4.9 5.0 5.2 5.3 5.5 5.6 5.8 :i: :11 .1.s -_~.a--2:a-a,1 :a.4.: a.'r a.s'. :4.1 _4$ 4:4, 4.6 4.7 4.9_ 5.Q ·5.2_ .ti.a 9,5-5.7 ~ 18 1.8 2.3 2.7 3.0 33 3.6 3.8 4.0 4.1 4.3 4.5 4.6 4.8 4.9 5.1 5.2 5.3 5.5 i __19_·,1.1 _2.f:2.a_;_2.9' -t2 9.4';3.J-11.B 4.o 4.~. 4-3 .. 4.5 ·4.(;l -4.a 4.§l_:5.o: 5.2. _!i.3, ~ 20 1.7 2.1 2.5 2.8 3.1 3.3 3.5 3.7 3 9 4.0 4.2 4.3 4.5 4.6 4.8 4.9 5.0 5.2 ·21 -J.6 2.0 2.1 ~,7 $.Q 3.2· _3:4 ;3.6 9:a a.s 4.1 4-2. 4.4 4.5 _{6, 4.8, _-4.9-5.o 22 1.6 2.0 2.3 2.6 2.9 3.1 3.3 3.5 3.7 3.8 4.0 4.1 4.3 4.4 4.5 4.6 4.8 4.9 2i ).5 _1.9' !?,2. 2.!f 2.8 3.0 3.2 ,3.4 3.6_ ,p· ,3.9 ~-0 4.1 :4;3 'IA, -4'.5' ·4.6 4.8 24 1.5 1.8 2.2 2.5 2.7 2.9 3.1 3.3 3 5 3.6 3.5 3.9 4.0 4.1 4.3 4.4 4.5 4.6 25, 1.4. 1.a .2.1 2.4· 2.a' 2.8 .3.o a.2. :s.4 a.5 ·a.1 3.s. =a.9: 4.o 4.1 4:a. 4.4-4.5 26 1.4 1.7 2.0 2.3 2.5 2.7 2.9 3.1 3.3 3.4 3.6 3.7 3.8 3.9 4.0 4.2 4.3. 4.4 ::21 1.a 1:1 -~:9_ ~-l2 -~-fl, 2.1 :2.9 a.o $.2. ,3.3· a.5_ a.ey, 3.-7 <1.8 4.o: 4.1 · 4.2 .1.a· 28 1.3 1.6 1.9 2.2 2.4 2.6 2.8 3.0 3.1 3.3 3.4 3.5 3.7 3.8 3.9 4.0 4.1 4.2 ;.2s 1o2 , i.5 1.a: ;1.1 ,2.a .2.5 .. ~.1 _2.9 a.o ·s.2. a.a: a.4· a,6 ;a.1_ ·a.!l ·:;i.9 4.o A.f 30 1.2 1.5 1.8 2.0 2.2 2.4 2.6 2.8 2.9 3.1 3.2 3.3 3.5 3.6 3.7 3.8 3.9 4.0 • • • Recold JW Series Fluid Cooler -Load Factors 9 ==========···-c;;;-=-·~~===================··::.",;;;;;··::,:~-::;:-=-··-----..;.:4..--~--:===-:,::;_._,.; TABLE NO. 2 72°WETBULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40• 7 4.1 4.7 _5_.1_ 5.5 5.9 6_.1 6.4 6,6 ,6.8 7.0 7.1' 7.;l_ '7.4 7.6 7.7 7.fi. 7.9· 8~MQU~~~M~MM~MW~U~W 9MU~MU~MMUM~MO~~~~~ 10 2.7 3.3 3.8 4.2 4.5 4.8 5.1 5.3 5.5 5.7 5.9 60 6.2 6.3 6.5 66 6.7 6.9 _1). 2,5 3.1. 3.(? 4.0 4.3 4.6 4,9 5.1 5.3 5.5 5.7 5.f? 6.0 6.1 6.3 '6.4 6.5 6.7 12 2.4 2.9 3.4 3.8 4.1 4.4 4.7 4.9 5.1 5.3 5.5 5.6 5.7 5.8 6.0 6.2 6.3 6.5 13 2.3 ·2.8 3.2 3,6, 4.0 4.2 4.5 4.7 4.9 5.i ,6,2 5.4 5.5· .5.7 5.8 5.9_ 6.i 6.3 14 2.1 2.6 3.1 3.4 3.8 4.0 4.3 4.5 4.6 4.8 5.0 5.1 5.3 5.4 5.6 5.7 5.9 6.1 -15 2.0 2.5. 2.9 3.2 3.6 3.8 4.1 4.3 '4.4 4.6 4.8 4.9 ·5:1 5.2 5.4 5.5 5.7,· 5.9 16 1.9 2.4 2.8 3.1 3.5 3.7 3.9 4.1 4.3 4.5 4.6 4.8 4.9 5.1 5.2 5.4 5.5 ·5.7 :c 17 1.9 2.3 2.7 3.0 .3.3 3.6 3.8 4.0 4.2 4.3 4.5 4.'7' 4.8 4.9 5.1 ·5.2 ·g.4_ J?.6 ~ 18 1 .8 2.2 2.6 2.9 3.2 3.5 3.7 3.9 4.0 4.2 4.4 4.5 4.7 4.8 5.0 5.1 5.2 5.4 !f _19 1.7 2,1 ·2.5 2.8 q.1 3.3 3.6 8.7 3.9: 4,1 4.2 .4.4 4}; 4,7 4.8 4.9 -~/ §.2- ~ 20 1.6 2.0 2.4 2.7 3.0 3.2 3.4 3.6 3.8 3.9 4.1 4.2 4.4 4.5 4.7 4.8 4.9 5.1 -~1_ ·1.6 2.0 2.3 :2.6 2.9 3.1 8.2 3.5 3.7 3.8_ 4.0 4.1 4.3 4.4 ·4.5 4.7 4.8_.4.9 22 1.5 1.9 2.2 2.5 2.8 3.0 3.2 3.4 3.6 3.7 3.9 4.0 4.2 4.3 4.4 4.5 4.7 4.8 2a 1.4. 1.8 2.2 2.4 2.7 !2.9 8.1 a.a-3.5. a.7 a.a a.9 4_.1 4.2 4:a· '.4.4 _4,ii _4,'! 24. 1.4 1.8 . 2.1 2.4 2.6 2.8 3.0 3.2 3.4 3.5 3.7 3.8 3.9 4.0 4.2 4.3 4.4 4.5 25 1.3 1:i' .2.0· .2.3 2.5 2.7 2.9 3.1 3.3 3.4 3.6 3.7 3.8 3.9 ·4.0 4.2 -4.3 4.4 26 1 .3 1.7 2.0 2.2 2.4 2.6 2.8 3.0 3.2 3.3 3.5 3.6 3.7 3.8 3.9 4.1 4.2 4.3 27 ·1~ 1.6 ·1.9 2.1 -2.4 2.6 2.8 2.9 3.1 3.2 3.4: 3.5 3.5' .3.7 1!.9 4.0 4.1 4.2 28 1.2 1.5. 1.a 2.1 .2.s 2.5 2.7 2.9 a.o a.2 3.a a.4 a.e a.7 a.a a.9 ·4.P 4.1 ·2!l_ 1.2 ·1:5 1.7 2.0 2.2 2.4 ·2.e 2.a 2.9 a.1 ·a.2: a.a _a.ti. a.6 a.7 a.a .a.9 4.9 30 1.1 1.4 1.7 1.9 2.1 2.3 2.5 2.6 2.8 3.0 3.1 3.2 3:4 3.5 3.6 3.7 ·a.a 3.9 76°WET BULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 7 a.a_ 4.3 :4.at 15.2 5.5 ·5,e 6.1 6.2 6.5 ·5.e: 6.8 7.o 7.1 7.!2. 7.a 7.5 _'l.6 ~MUW~U~MMUM~MMMfilM7.0~ 9 2.7 :i.a 3.(l 4~ 4-\'i ·4.a :5. i 5.a s.5 5.7 5.9 9.o 6.2 s.a· ef 6.6 is 9.il 10 2.5 3.0 3.5 4.0 4.2 4.6 4.8 5.0 5.2 5.4 5.6 5.7 5.9 6.0 6.2 6.3 6.5 6.6 11 2.4· 2.9 a.4 <).a 4:1 4.4 4.6 -4.a 5.o 52 5.4 5,5: 5.7' 5.8 e.o: e.,: ·e.s 6:4. 12 2.2 2.8 3.2 3.6 3.9 4.2 4.4 4.6 4.8 5.0 5.2 5.3 5.5 5.6 5.8 5.9 6.1 6.2 13 2.1 2.6 3.1 3.4 3.7 4.0 4.2 -4.5 4.(l 4.8 ?•Q . 5, 1 l'i.3 5.4 5,6 5/· .. 5.9 6,Q 14 2.0 2.5 2.9 3.3 3.6 3.8 4.0 4.3 "4.4 4.6 4.8 4.9 5.1 5.2 5.4 5.5 5.7 5.8 15 1.a 2.a 2.7 · 3.1 3:4· a.6 a.a 4. 1 4.2 4.4 4.5 4.7 4.9 5.0: i;§ · 5.3 5.5 5.6 16 1.8 2.2 2.6 3.0 3.3 3.5 .3.7 3.9 4.1 4.2 4.4 4.6 4.7 4.9 5.0 5.2 5.3 .5.4 0 17 · 1.7 2.1 2.5 2.9 3.1 3.4 3.6 3.8 4.0 4,1 4.3_ 4.4. 4.6_ 4.7 4.9 6.Q_ 5.2_ 5.q cl 18 1.6 2.1 2.4 2.7 3.0 3.3 3.5 3.7 3.8 _4.0 4.2 4.3 4.5 4.6 4.7· 4.9 5:0 5.1 a: · 1 s: 1.6· 2.0 2.:i 2.6 2.9 a,1 a.4 a.6 ·3.7 ·a.9 4.o 4.2 4.3 4.5: 4.6' ;4.7 _4_.a ,fa I 20 1.5 1.9 2.2 2.5 2.a a.o 3.2 a.4 3.6 a.7 3.9 4.o 4.2 4.3 4.4 4.6 4.7 4.a 21: 1.5 1.a 2.2_ 2.4 2.7_ 2.9 a.1 ·a.a 3.5 3.6 3.a a.9 4.1 4.2 4.3_._4.5, _4,6 .4.T 22 1.4 1.8 2.1 2.4 2.6 2.8 3.0 3.2 3.4 3.5 3.7 3.8 4.0 4.1 4.2 4.3 4.4 4.5 23 i.4_ i.7 2.0 2.a i5 2:8 ·a:o 3.1 a.a ;3,4 a.e a.7 3.f? 4.0 -4.i' 4.2'. :4.3 4.4 24 1.3 1.6 1.9 2.2 2.4 2.7 2.9 3.0 3.2 3.3 3.5 3.6 3.7 3.8 4.0 4.1 4.2 4.3 .25 1.3 1.6 1.9' 2.1 2.3 2.6 2.8 ·2.9 3.1 3.2 3.4· 3.5 ':i.6 3,7 3.8 4.0 4.( 4.2 26 1.2 1.5 1.8 2.1 2.3 2.5 ·2.7 2.8 3.0 3.1 3.3 3.4 3.5 3.6 3.7 3.9 4.0 4.1 27 1.2 _1,5· _1.a_ ~.o. 2.2. 2.4 2:6 2.a 2-iJ a.1 a.2 3.3 ·a:4 3.5 s.1· 3.8 a.ii 4.o: '28 1.2 1.5 1.7 1.9 2.1 2.3 2.5 2.7 2.8 _3.9 _3.1 3,2 3.4· 3.5 3.6 3.7 3.8 3.9 ;29 1.1 1.4; i.6' 1.8 2.1 2.3 2.1 2a6: 2.8 2.9 3,9_ 3.2 :a.a, '3.( ·s.9 :a.6 ,i-7_ :~.If 30 1.1 1.4 1.6 1.8 2.0 2.2 2.4 2.5 2.7 2.8 2.9 3.1 3.2 3.3 3.4 3.5 3,6 3.7 80°WETBULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 ·_34 .36 38 40 7 2.9 3.5 -4.1 _ 4.!3_ 4.8 5.1 5.4 . 5.7 -~-9 6.1 6.2 _6,4 _ 6.13 :6.7 :6,8 . 7.0 _'7.1 7.2 8 2.7 3.3 ·a.a 4.2 4.5 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.2 6.4 6.5 ·6.6 6.8 6.9 9 21i 3.0 3,5' .3.9 4.3 ~-5 4.8 5.0 5.jl $.4 5:6 f>:7 6.9 6._1_ 6.2 4a §.5 ·6.6· 10 2.3 2.8 3.3 ·a:,i 4.0 4.3 4.5 4.8 4.9 5.1 5.3 5.5 5.6 5.8 5.9 6.1 6.2. 6.4 11 2.2 2.7 3.2 3.6 3.9 .4.1 4.4 4.5 4.7 4.9 6.1 5.3 5.4 5.6 5.7 _5.9 6.0 (!,2. 12 2.1 2.6 3.0 3.4 3.7 3.9 4.2 4.4 4.6 4.7 4.9 5.1 5.2 5.4 5.5 5.7 5.8 6.0 13 __ 2.0 2.4 2.\) a.i 3.5 3.8 :4.9 4.2 4.4 4.6 4.7 ,(9 5.0 5_.2, ~-3 '5:~. :~.6 5l 14 1.9 2.3 2.7 3.1 3.3 3.6 3.8 4.0 4.2 4.4 4.5 4.7 4.8 5.0 5.1 5.3 5.4 5.6 15 1.8 22 2.6· 2.9 3.2 a:4 3.6· 3,8· A.O. 4.2 '.4.'3 4.5 .. 4.6 4.8-4,9 '5.1 ·i;.2 5X 16 1.7 .2.1 2.5 2.8 3.1 3.3 3.5 3.7 3.9 4.0 4.2 4.3 4.5 4.6 4.8 4.9 5.1 5.2 :C' 17. 1.6 ·:w 2.4 2.7 3.0 a:2_ 3.4. 3.6 3.8 .. 3-~-4.1 4:2 4.3 4~ 4:6 4,8 4.\) 'j§,9 ~ 18 1.6 1.9 2.3 2.6 2:s 3.1 3.3 3.5 3.6 3.8 4.0 4.1 4.2 4.4 4.5 4.6 4.7 4.9 a: 19 1.5 1,9 2.2 ;2.5 2.7 3,0 3.2 3.4 3.5 3.i, 3.8. 4.0 4.1 4._2' 4.4 4:5 4.6 4.Z a. a. 20 1.4 1.8 2.1 2.4 2.6 2.9 3.1 3.2 3.4 3.5 3.7 ,3.8 3.9 4.1 4.2 4.3 4.4 4.5 ci; \!'1 1.4 . 1,7 2.0 2,3 2.5 2.8 3.0 3.1 3.3_ 3.4 3.6 3.7 3.8 4.0 4.1 :4.2, 4.3 4.'I 22 1.3 1:7 19 2.2 2.4 2.7 2.9 3.0 3.2 3.3 3.5 3.6 3.7 3:9. 4.0 4.1 4.3 4.3 23 i,.s 1:e 1:9 2.i: 2.4 2.9 2.8 2.9 3.1 3.a' 3.4 q.5 3.6 3:7 ·3,9 1.0 4.1 4,2: 24 1.2 1.5 1.8 2.1 2.3 2.5 2.7 2.8 3.0 3.2 3.3 3.4 3.5 3.6 3.8 3.9 4.0 4.0 -25 1.2 1:5-1.7 2.0 2.2 .2.4 2.6 2,8, 2.9 3.1 3.2 3.3· .3.4-3.5 3.7 3.8 3.9 3.9 26 1_.1 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.8 3.0 3.1 3.2 3.3 3.4 3.6 3.7 3.8 3.8. ~7 1.1 1.4 1:6 1.9 2._1 2,3 2.4 2.6 :2.a· 2.9 3.0. 3:1 3.2 3.3 3,5 · 3.6 -~-7 a,t 28 1.1 1.3 1.6 1.8 2.0 2.2 2.4 2.6 2.7 2.8 2.9 3.0 a.2· 3.3 3.4 3.5 3.6 3.7 29 1.0 1.3 1.6 1.7 1.9 2.1 2.3 2.4· !2.6 2.8 (1.9 3.o: _;p. 3.2_. i:.f 3.4 3.9_ 3,f? 30 1.0 1.2 1.5 1.7 1.9 2.1 2.2 2.4 2.5 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4 3.5 74°WETBULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 '·· ~eMM~~U~WtiW~~MmTim 8M~6U~UMUM~M~~MM~U~ i~~~~~4.9U5.4~~M~MMM~M~ 10 2.6 3.1 3.7 4.1 4.4 4.7 4.9 5.1 5.4 5.6 5.8 5.9 6.0 6.2 6.3 6.4 6.6 6.8 :n _2:p .a:o, a.5 -a.1:i_ 4.2· 4.5 -4.7 .4;9 ti-l? 5.4 _5.5 5.7 5.a e.o· -6.1 6.2 M e.e 12 2.3 2.9· 3.3 3.7 4.0 4.3 4.5 4.7 4.9 5.1 5.3 5.4 5.6 5.7 5.9 6.0 6.2 6.4 ·13 2.2 2.7-3.2 ·3.fi ·3.~-4.1, 4.3, ,4.6 ,ii:7 4.9 ,5.-1 5.2 5.4 5.5 'f?.7 5.8 6.0 6.1 14 2.1 2.6 3.0 3.4 3.7 3.9 4.1 4.4 4.5 4.7 4.9 5.0 5.2 5.3 5.5 5.6 5.8 5.9 16 .2.0 ·.2.!I ·.2.8 3.2 3.5 3.1' 3_g'·4,2 4:3. 4:5· 4:7 4.8 5.0 .5:1• 5.3 5.4 ·5.6, 5.7 16 1.9 2.3 2.7 3.1 3.4 3.6 3.8 4.0 4.2 4.3 4.5 4.7 4.8 5.0 5.1 53 5.4 5.6 :c 17' -i.8 ,2.2 _·2.6, a.o: ·a.2 a.9 a.7 ,3.9 4.1. 4,2· 4:4, ·4.5. ·4,T _4.8' 5.o ·5.1 5.a ·5:4· ~ 18 1.7 2.2 2.5 2.8 3.1 3.4 3.6 3.8 4.0 4.1 4.3 4.4 4.6 4.7 4.8 5.0 5.1 5.2 If 1~i ~1.7" __ 2.1 2.4~ ~-7 ~-0 3.~ 3._5 3.7 -~-8, 4.0 4:h 4._? 4:4 -4.6 4.7 4.8 4.9 ~5.1 ~ 20 1.6 2.0 2.3 2.6 2.9 3.1 3.3 3.5 3.7 3.8 4.0 4.1 4.3 4.4 4.5 4.7 4.8 4.9 21 1.5 J.9 .&a. g.~ -~-B ·a.o a.2; .l!-,4. ;1,6 a:r '.3.9 4:0· -4.2 .f.s 4:4 '4.6 -4:7 :4.8 22 1.5 1.9 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.6 3.8 3.9 4.1 4.2 4.3 4.4 4.5 4.6 23' 1.4 , 1.!) '2:1 _2:4 2.~ 2.9 q.1 .?§ 3.4 3.5 3.7: 3.?. 3.9 4.1, 4:_11. ,4.3_ 4,4,,4.!j 24 1.3 1.7 2.0 2.3 2.5 2.8 3.0 3.1 3.3 3.4 3.6 3.7 3.8 3.9 4.1 4.2 4 3 4.4 .25 :.1.3 1.7 2.li' .2.2 2.4 2.7 ·2§ 3.0 3.2 ·3.3 3.5 3.6 3.7· 3.8 3.9 4:1 4.2 4.3 26 1.2 1.6 1.9 2.2 2.4 2.6 2.8 2.9 3.1 3.2 3.4 3.5 3.6 3.7 3.8 4.0 4.1 4.2 27 1f:.1.s· ·1.a 2 .. ;· 2.a 2,5. 2.7 ,2.!)· .;w_ a.,-:s:?' 3.4 a.5 3.6 9.(1 g.9 4.Q 4.1 28 1:2 1.5 1.8 2.0 2.2 2.4 2.6 2.8 2.9 3.1 3.2 3.3 3.5 3.6 3.7 3.8 3.9 4.0 29 .1,1 _ 1:4 1;7 1§ ·2.1 ,2.4· :2,$: 2.7; ·2,9. ?,O· 3.1· ?,3 \j.4. 3.5 a:6: 3.7, 3.8 .3,9 30 1.1 1.4 1.6 1.9 2.1 2.3 2.4 2.6 2.8 2.9 3.0 3.2 3.3 3.4 3.5 3.6 3 7 3.8 78°WET BULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 y~q~~~g~~~~~~uMw·~uM 8 2.8 3.4 3.9 4.3 4.6 4.9 5.2 5.4 5.6 5.8 6.0 6 2 6 3 6.5 6.6 6.7 6.9 7.0 j~~-~~~ug~-~~0~~~~MMM 1 O 2.4 2.9 3.4 3.8 4.1 4.4 4.7 4.9 5.1 5.3 5.4 5.6 5.7 5.9 6.0 6.2 6.3 6.5 1.1 2.a 2.a a,;i, 3.7. 4,P ,4,z '4.\'i' :4,7 _4.9. 5.1 :5.2 5.4· 5.5, !i7 !j:a: 9.o :6,1 ea 12 2.2 2.6 3.1 3.5 3.8 4.0 4.3 4.5 4.7 4.9 5.0 5.2 5.3 5.5 5.6 5 8 5.9 6. 1 ~~~~pe~~~~u~M~bMMfil~ 14 1.9 2.4 2.8 3.2 3.4 3.7 3.9 4.1 4.3 4.5 4.6 4.8 4.9 5.1 5.2 5.4 5.5 5.7 "is. 'J.B' 2.a:·2.7 3.o aa' ·3,5 ·3.7 3.9 4.i 4.3 '4_4· 4.6 _4.7 -4.9 !'i.o 5.2-5.3 ·5,5 16 1.7 2.2 2.6 2.9 3.2 3.4 3.6 3.8 4.0 4.1 4.3 4.4 4.6 4.7 4.9 5.0 5.2 5.3 ~o .17: i.7 2.1 2.5' 2.8 a\ 3.3 -3.~ ''a.i ,3.9 ;4,0 4.2, 4.3 '4,4 4.6_ 4.7 1.9 5.0. 5.i 18 1.6 2.0 2.4 2.7 2.9 3.2 3.4 3.6 3.7 3.9 4.1 4.2 4.3 4.5 4.6 4.7 4.8 5.0 !!; • 1_9 1_.$_ t:B 2.3 :2,6 2.a . .31'. .3.? .a~ :~.13. :a.a 9.9 4.i 4.2 .4.3 4.5: 4.6'. .4.7' 4.8 ~ 20 1.5 , ·1.8 2.2 2.5 2.7 3.0 3.2 3.3 3.5 3.6 3.8 3.9 4.0 4.2 4.3 4.4 4.5 4.6 2·1 .J.4 1,8, ~,1 2.4 2.6 2.~ ,a.1 a.2· 3:4: ·3.5,';l.7 a.a· 1?,9 4.J .. 42 .. 4.a· 4.4 4.5 22 1,4 1.7 2.0 2.3 2,5 28 3.0 3.1 3.3 3.4 3.6 3.7 3.8 4.0 4.1 4.2 4.3 4.4 ·i3 1.s L6· 2.0· 2.2· 2.t'i 2.7 -2.9 a.a· .3.g_,af·,3.5 "?-ti .a:7 3.a 4.o. 4.1 .. •W 4.3 24 1.3 1.6 1.9 2.2 2.4 2.6 2.8 2.9 3.1 3.3 3.4 3.5 3.6 3.7 3.9 4.0 4.1 4.1 . 25 · 1.2 1.5_ . 1,8' 2.1, 2.3, 2.5" '2.7' -2.8' -3.0. 3.2, -3.3 ·-3.4 ·.3.5 3.6 ·a.a: 3.9 4.0. 4.o·, 26 1.2 1.5 1.8 2.0 2.2 2.4 2.6 28 2.9 3.1 3.2 3.3 3.4 3.5 3.7 3.8 3.9 3.9 27. 1.1 I:4_1.7 . i.9 2.2 2;4; .-~.5' 2.7: !2.9, -3.0 __ :;J.1, ?~ 3.3 3;4 ,,3.§: 3.7: 3.(l_ 3.8 28 1.1 1.4 1.6 1.9 2.1 2.3 2.5 2.6 2.8 2.9 3.0 3.1 3.3 3.4 3.5 3.6 3.7 3.8 .29 1._,: 1.4 .J:6 ·i-? _2.0. \i,2_.~4· i.5 ·2.7 _2,9·:3_9 ;3.1 a.2 3.a ;3.4 3.5 .3.6 a.7 30 1.0 1.3 1.5 1.7 2.0 2. 1 2.a 2.5 2.e 2.a 2.9 a.o a. i a.ii'I ii.a. :i . .i 'a.ii 3.6 82°WETBULB RANGE 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 ; 7-,,_ !;1:S ;3:4· ~-9 4.3· '4.7 5.0 .5.3_ 5.5 _5,7:_5_.9 :6:1 6.3 .'13,4 :6.5, ;e.7.· ,6,!1, 6.9 7.1. 8 2.6 3.2 3.6 4.0 4.4 4.7 4.9 5.2 5.4 5.6 5.8 5.9 6.1 6 2 6.4 6.5 6.6 6.8 :-!l :2J· 2.9' :3.4 '3.1} ,4.1; ~.4. ·4:1 .\:a: i;;,o_ ,5:S ·5_4 9.tl ,5.a 5.9' li.J1: ·5_4 s.5 ·e.6 1 O 2.2 2.7 3.2 3.6 3.9 4.2 4.4 4.6 4.8 5.0 5.1 5.3 5.5 5.6 5.8 5.9 6.1 6.2 ~-~a~u~~~~~~4~~~µ~~~ 12 2.0 2.5 2.9 33 3.6 3.8 4.1 4.2 4.4 4.6 4.8 49 5.1 5.2 5.4 5.5 5.7 5.8 -13 .i.!j '2.~ ,2.8 3.1, -~.4 ~-7' :S.9~ 4.1. :5.a: _4:4: .'!-6. _4.7 4,9 5.1 52 5:3·_ 5.5 :fi.6: 14 1.8 2.2 2.7 ·a.o 3.2 3.5 3.7 3.9 4.1 4.2 4.4 4.5 4.7 4.9 5.0 5.1 5.3 5.4 ·15 ·-1.7 ·2.1 ·2.5 2.8 3.1 3.3: .3.6' ,3_.7• ··3.9 4.1 -4.2 4.4. 4.5; ·.4':7· 4.8 4.9' :_5.1 5.2 16 1.7 2.0 2.4 2.7 3.0 3.2 3.5 3.6 3.8 4.0 4. 1 4 2 4.4 4.5 4.6 4.8 4.9 5.1 5 17 1:9 ·ig ~A .~,9 ,_g~ 3i. -s.$ ~-9. ~.i· 3.a <i.o: 4.1 ,4.2 4:4. 4.5 4.!,l: :4.s ;4_9 cl 18 1.5 1.9 2.2 2.5 2.7 3.0 3.2 3.4 3.6 3.7 3.8 4.0 4.1 4.3 4.4 4.5 4.6 4.7 8: i.~ 1.4 ·1.s, 2,:1 '2:4 '2.(l ,~i).1 3.3, 3.4, ,3.6 9.7, -~·9, 4.0 4.1 .. 4.2 4:a 4,5 4.6 ~ 20 1.4 1.7 2.0 2.3 2.5 2.8 3.0 3.2 3.3 3.5 3.6 3.7 3.8 4.0 4.1 4.2 4.3 4.4 ~~y~~~p~~P=~e~p~~~q 22 1.3 1.6 1.9 2.1 2.4 2.6 2.8 3.0 3.1 3.3 3.4 3.5 3.6 3.8 3.9 4.0 4.1 4.2 23 1,l! 1.~ 1.(l 2,1 ;2.3 ·'?,5. '?f ~,9 ·g.O 3.2 :9.a: ~.4 3.;i' 3.6 3.8 q.9 ,4.0, 4:1 24 1.2 1.5 1.7 2.0 2.2 2.4 2.6 2.8 2.9 3.1 3.2 3.3 3.4 3.5 3.7 3.8 39 3.9 25 · u -1X 1.7 ·1.9. 2.1 JI.a, :2.s ,2.7 :2.a :s.o-·a.1 a.2' a.a -3_4· ,a.e .. a:t ·a.a: ·a.a 26 1. 1 1.4 1.6 1.9 2.1 2.3 2.5 2.6 2.7 2.9 3.0 3.1 3.2 3.3 3.5 3.6 3.7 3.7 ~7 1.0, 1:a: 1.6 1.~. '1-0·:2-7' ~.4 ;1.\'i .'P i?.f? l1.9 3.1 ·a~ :3.s 3,4 3.!j' .3.6 3.6 28 ,.0 1.3 1.5 1.7 1.9 2.1 23 25 2.6 2.7 2.8 3.0 3.1 32 3.3 3.4 3.5 3.6 ~9 i:o 1& 1.5 m 1.!J 2,L2,~· :l?.4. 2.i;; 2,7--2.8, !;1.9 a.a· ;i.1 a.~ 3.3 3.4· 3.5 30 0.9 1.2 1.4 1.6 1.8 2.0 2.2 2.3 2.4 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4 • • • Recold JW Series Fluid Cooler -Ratings 10 =================:.::::;;:=============~-=-~---=========--=::::,~ TABLE NO. 3: Selection Parameters Do not exceed the minimum and maximum flow rates given for each unit in column 2. Model JWH high flow rate units available only for models shown. Extrapolation of flow rating should not exceed the .flow range printed for each unit. GPM UNIT LOAD FACTORS MODEL NO. Min-Max 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.2 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 -JWL 10-35 10A JW 36-126 140 96 70 53 41 34 32 28 24 21 J8 16 15 14 13 10B JWL 21-62 241 174 115 ·83 63 49 39 36 32 '21 23 .21 JW 63-252 "•. .. 10C JWL 21-62 260 181 127 9;:3 69 54 43 40 35 29 25 22 20 JW 63-252 ' : . ' JWL 26~77 " 15B 325 210 145 105 78 60 48 ·44 39 I 3~ 28 24 JW 78-312 I .. ,,. .. JWL 26-77 ,. 15C 355 245 175 126 94 73 57 : 53 46 37 31 27 23 JW 78-312 JWL 33-94 274 I ' 31 25A JW 95-396 382 200 149 113 ' 87 68 63 55 45 37 .. 25B JWL 33-94 420 305 222 ' 169 131 102 82 76 66 !54' 44 37 31 JW 95-396 i ; '• .. 25C JWL 33-94 482 355 265 200 156 .. 123 98 90 79 ·65 54 45 38 33 JW 95-396 I ' : -,, ' JWL 41-119 I - 35A 610 452 340 259 197 155 122 1•12 98 79 65 54 45 ;:3$ JW 120-492 : ' JWL 41-119 '. : '' ' - 35B JW 120-425 ' 535 410 3·15 245 i 190 150 ' 1-38 120 9,6 79 65 55 47 41 JWH 426-550 , ' JWL 41-119 , . 35C JW 120-425 610 470 365 282 221 174 ! 161 140 113 92 76 . 64 55 48 42 l ' JWH 426-550 I ' . ' .. 50A JWL 50-149 515 390 300 ! .235 185 i 170 147 118 97 80· 68 5? 51 45 JW 150-550 685 ! JWL 50-149 i : 50B JW 150-425 720 550 42§ 330 ! 260 209 192 167 135 110 .92 77 66 57 50 '' JWH 426-650 JWL 50-149 i . ' 50C JW 150-425 760 585 455 355 281 225 207 181 147 121 101 85 72 63 5!'j JWH 426-650 I ! : -. '. JWL 70-209 : I ' 70B JW 210-690 880 705 550 430 340 270 248 215 1.75. 143 118 100 85, 74 65 JWH 69-1-850 : I ' ! ' .. .. ' JWL 70-209 ; 70C JW 210-575 1005 825 645 505 ' 400 3.18 293 256 208 170 140 118 101 88 7?. JWH 576-850 ' I. ' : .. JWL 100-20·9 ,. '' I ! 119 85B JW 210-590 1090 900 740 565 i 445 · 360 332 290 240 200 ·165 140 105 .92 JWH 591-1000 ' I : .. JWL 100-209 l ,, - 1080 l ' I : 85C JW 2l0-590 80!5 640 I 510 430 39$ : 350 285 240 · .202 170 142 125 :107 JWH 591-1000 l ,, -.. JWL 100-249 ' : ',· f ' 100B JW 250-650 1701 1405 1080 850 660 i 540 · 445 ; 408 370 300 250 205 176 147 131 ' 110 JWH 651-1700 t (. .. JWL 100-200· .,, l I ' ,. ' ' ' ; 100C JW 201-559 1805 . 1505 1170 • ~10 710 ; 5Q0 ! 485 44? 400 330 -263 222· 185 154. 144 122 ' JWH 600-1700 ' .. .. JWL 100-202 '' ' 115B JW 203-600 1895 15&0 1250 . 995 · 775 ' 640 530 482, 440 360. 299 ·245 202 'f70· 159 13Q JWH 601-1700 .. JWL 100-185 l 115C JW 186-500 . 1700. 1370 . 1060 840 ' 695 I 570 ' 525 470 390 320 .265. 220 1.85 172 149 JWH 501-1700 ! ; .. JWL 100-190 - i ' 130B JW 191-550 1780 · 1470 1150 · 905 ; '745 615 q60 505 4.15 340 280 230 1,90 · 177 154 JWR 551-1700 ' -' .. I JWL 100-199 : I 130C JW 200-500 1890 1600 1250 · 980 ; 805 · 665 607 545 445 370 300 250 200 188 1.65 JWH 501-1700 .. . -' . ' • • • Recold JW Series Fluid Cooler -Pressure Drop TABLE NO. 4: Pressure Drop in PSI For feet of head, multiply by 2.31 MODEL JW • JWL • JWH GPM 10A 10B 10c 15B 15C 25A 25B 25C 35A 35B 35C 10 1.1 20 3.5 0.7 0.9 25 5.2 1.1 1.3 0.8 1.0 30 6.9 1.5 1.8 1.1 1.3 0.7 0.8 1.1 35 9.1 1.0 2.3 1.5 1.8 0.9 1.0 1.4 0.7 0.9 1.1 40 1.7 2.4 2.9 1.8 2.2 1.1 1.4 1.7 0.9 1.1 1.3 45 2:1 3.0 3.6 2.3 2.8 1.4 1.8 2.1 1.0 1.3 1.6 50 2.5 3.6 4.3 2.7 3.3 1.6 2.1 2.6 1.2 1.6 1.9 55 3.d 4.3 5.0 3.2 3.9 1.9 2.5 3.0 1.5 1.9 2.3 60 3.6 5.0 5.9 3.7 4.6 2.2 4.8 3.4 1.7 2.3 2.7 65 4.0 1.0 1.3 · 4.3 5.2 2.6 3.4 4..1 1.9 2.6 3.1 70 4.5 1.2 1.4 4.7 5.8 2.9 3.7 4.5 2.2 2.9 3.5 75 5.0 1.4 1.6 5.4 6.5 3.3 4.2 5.2 2.5 3.4 . 4.0 80 5.6 · 1.5 1.8 1..1 1.3 3.7 4.8 5.9 2.8 4.7 4.3 85 .6.3 1.7 2.0 1.2 1.4 4.2 5.4 6.5 3.2 4.2 5.0 90 6.9 1.9· 2.2 1..3. 1.6 4.5 5.8 6.9 3.5 4.6 5.4 95 7.7 2.1 2.4 1.5 1.7 o:8 1.0 1.3 3.8 5.0 6.1 100 8.5 2.2 2.7 1.6 1.9 0.9 1.1 .. 1:4. 4.2 5.4 6.5 110 10.0 2.8 8.2 1.9 2.2 1.1 1.3 1.6 4.8 6.3 7.8 120 1'1.8 3.3 3.8 2:2 2:6 1.2 1,6 1.9 . 1.1 1'.3. 1:6 130 13.5 3.8 4.3 2.6 . 3.0 1.4 1.8 2.2 1.2 1.5 ·1.a 140 4.3 4.9 2.9 8:4 1.6· 2.0 . 2.5 1.4 1.7 .2.1 150 4.8 5.6 8.2 3.8 1.8 2.3. 2.8 1.6 1.9 . 2.3 160 5.4: 6.3' 8.7 4.3 2.1 .·2.6 3.2 1.8: 2.2 .. :2.6 170. 6.1. 7.1 4.1. 4.8 2.8 2.9 8.5 2.0 2:5 · 2.9 180 f'J:7. 7.8. 4.5 5.3 2.5 .. 3.2 3.9 2.2 · 2.7 3.2. 190 7.4 8.5 5.0 5.9 · 2.8 8.5 4.2 2A 3.0 . . 3:5 200 8.0 · 9.3 5.4 6.4 3.1 .3.9 4.6 2.6 3.2 3.9 225 10.l 11.6 6.7 7.9 8.8 4.8 5.8 . 3,2: 4;0 . 4:8 250 12.1 13.9. 8.2 9.5. 4.5 5.8 6.9 3.9 4:8 5.8 275 9.9 il.3 5.4 6.8 8:2 4.7 5.7 .6.8 300 11.5 13.0 6.4 7.8. 9.5 .5.4 6.7 7.8 350 · 15.6 17.7 8.4 10.4 .12.6 7.3 8.3 10.4 400 10.6 13.0 15.6 9.2. 9.4 2.8 450 11.6 2.3 8.8 500 14:3 2.7 4.0 550 8.1 4.6 600 656 700 .750 800 850 900 950 1000 1100 1200 1800 1400 1500 1600 1700 TABLE NO. 5: Ethylene Glycol Flow conversion ETHYLENE GLYCOL% BY VOLUME FACTOR 20% 30% 40% 50% 1.04 1.05 1.05 1.06 50A 0.7 0.9 1.1 1.3 1.5 1.7 1.9 2.2 2.5 .2.8 3.0 3.3 3.6 4.3 5.0 5.6 6.5 1.4 . 1.6 · 1.8· · 1.9 . 2.2 2.4 . .3.0. 3,5. 4.2 4.9 . ii.'5 6.8 · 8:3 9,9 i-2.0 50B 50C 70B 70C 85B 85C 100B 100C 115B 115C 130B 1.0 1.2 1.2 1.5 1.4 1.8 1.7 2.1 1.9 2.4 2.2 2.8 2.6 3.1 1.5 1.8 2.9 3.5 1.7 2.1 3.2 4.0 1.8 2.3 3.6 4.5 2.0 2.5 3.9 4.8 2.2 2.8 4.3 5.4 2.4 3.1 4.8 5.8 2.6 3.3 3.0 3.7 1.7 2.4 2.1 2.9 2.6 5.6 6.9 3.1 3.8 3.5 4.3 2.1 2.8 2.4 3.5 3.0 6.5 8.0 3.5 4.5 4.0 5.0 2.4 3.3 2.7 4.0 3.5 7.4 9.1 4.2 5.2 4.6 5.7 2.7 3.8 3.0 4.6 4.0 8.3 10.4 4.6 5.8 5.2 6.4 3.1 4.3 8.7 5.2 4.6 J.'Z ' 2.1 5.1 6,5 5.9 7.2 3.5 4.9 4.4 5.8 5.2 1.9 .2:3. 5.7 7.3 6.5 8.0 4.0 5.4 4.9 6.5 5.8 . 2,2 · 2,6 6.8 8.1 7.1 8.9 4.4 6.0 5.4 7.3 6.5 2.4 :2:8 7.0 8.9 7.8 9.8 4.9 6.6 6.0 8.0 7.1 2.6 3:2 7.6 9.8 8.6 10.7 5.8 7.3 6.5 1.3. 7.8 2.9 3:5 8.2 10.5 9.4 11.7 5.7 7.9 7.0 1.7 · 1.4· · 8.6 4.3 2.0 . 2.4 . 1.9 2.0 7.1 .1.8 . ·.1.i 2.1. .La' 4.3· 5.2 2.3 .· .2.9 2.3 2.6 .· 1:9 ·2.2 2.2 ·2.6_ 2.2 .5,2 6:2 2.8 3.4 : 2.7.. 3:f. 2.-3 2.7 2.6 c3,2 2.7. 6.1 7.2'_ 8.3. .3.9 '3.1. air· 2,7 3.2 3.1 3.8 3.2 .7.9 .. 9.5. 3.8 .' 4.6' 4:0 4:7 3.5 4:3 3.9 4.9 4.3 8.5 10.8 4.8. 5.3. 5.1 5.9· 4.4. 5.4 .:5.1.· 6.2 ,. 5.4 2.0 3.1 5.2 '.6.4_ .6.2 . 7.1 5.3 _.6.6: .6.1 7.5, ,:6.6 2.8 3.7 6:S 7.7 .. 7.4. 8.5 6.4 . 8.1 7.4 9.1 . 8.1 2.7 4.8 .7.5. 9.2. ·8Y 10.0 7.5 · ·9.4 8:7 1.2 9.4 3.1 5.0 8.6 2.5 1.7 2.9 8.8 1.2 9.9 1.4 1.9 8.6 5.7 . 9.9. 2.8 2.0 8.8 9.9 · 1.4 1.9 1.6 1.2 1.9 3.2 2.2 3.7 2.0 1.6 2.2 1.8 2.5 2.1 3.6 2.5 4.2 2.8 1.8 2.5 2.0 2.8 2.4 4.0 2.8 4.7 2.5 2.0 2.7 2.8 3.1 2.7 4.4 8.1 5.2 2.7 2.8 8.1 2.6 3.5 3.4 6.0 3.1 2.5 8.5 2.9 8.9 8.8 6.4 8.4 2.8 8.7 3.1 4.8 4.1 7.0 3.7 8.0 4.2 8.4 4.7 4.5 8.6 5.1 4.1 5.5 5.2 4.8 5.8 4.8 6.6 6.1 5.0 6.7 5.5 7.4 6.9 5.5 7.7 6.4 8.5 7.9 6.4 8.6 7.2 9.6 8.8 7.0 9.5 8.0 11.1 9.8 8.0 10.8 9.0 12.1 Note For ethylene glycol pressure drop calculation, the conversion factor from TABLE 5 must be applied to design flow before entering TABLE 4. 11 130C 3.4 4.1 4.7 5.4 6.1 6.9 7.7 8.6 9.4 10.3 1.8 2~3 . 2.8 8.4 4;1 5.2. 6.5 8:1.· . 9.6 1.4 1.7 1.9 2.1 2.4 2.7 3.0 8.8 8.6 4.0 4.6 5.4 6.0 7.0 8.0 9.0 10.0 • • • Recold JW Series Fluid Cooler -Accessories 12 ================================::=====::!<-=:-c::-=• ~---·~-~-~-.~ CAPACITY CONTROLS Dual Fan Motors-The dual fan motor package is available as a proven energy saving capacity control option. It consists of furnishing a high efficiency motor, a 1200 RPM, low speed motor, two sets of drives and belts, extended fan shaft and motor bases on opposite sides of the blower. A UL control- starter panel is available as a completely wired package for one point connection. Variable Speed Drive-A Variable Speed Drive automatically minimize the tower's noise level during periods of reduced load and/or reduced ambient temperature without sacrificing the system's ability to maintain a constant cold water temperature. This is a relatively inexpensive solution, and can pay for itself quickly in reduced energy costs. Electric Damper Controls-An electric damper control package is available as an accessory for modulating the internal damper system. A proportional solid state actuator is factory mounted below the fan scroll and attached to the damper shaft by connecting linkage. A sensing bulb connected to the actuator by a capillary tube is normally mounted in the unit pan water basin for monitoring the system. However, when specified, a pressure control may be supplied for field mounting to allow direct head pressure control. An end switch located inside the motor actuator may be adjusted to cycle the fan motor on for pressure rise and off when dampers close. COIL CASING INSULATION In order to further reduce the heat loss from the unit coil, insulation factory installed on exterior coil panels is available. A protective coat of paint is applied to the insulation for protection from the weather elements. POSITIVE CLOSURE DAMPERS Many times during unit shutdown with fan and pump off, it is desirable to conserve the amount of heat loss from the process fluid. For those applications, closure dampers are available for this installation at the air discharge of the fluid cooler. The damper package is designed to prevent convective air flow through the idle unit thus minimizing the heat loss. Installation of the closure dampers requires all wiring to be completed in the field. An electric actuator is factory mounted, however controls are to be supplied by others. The damper actuator should be SPX COOLING TECHNOLOGIES, INC. 550 W MERCURY LANE BREA, CALIFORNIA 92821 USA P: 714 529 6080 F: 714 529 3603 spxcooling@spx.com spxcooling.com In the interest of technological progress, all products are subject to design and/or material change without notice ISSUED 2/2012 RECOLD JW-TECH-08 COPYRIGHT© 2012 SPX Corporation wired into the field control system to allow the dampers to fully open when the fan cycles on and close when the fan cycles off. The actuator requires a 115V power supply ELECTRONIC WATER LEVEL CONTROL The electronic water level control package provides a constant and accurate means of monitoring water level in the unit For this reason, it is often recommended for those installations which require year round operation in low ambient conditions. The complete package includes an electric float switch with stilling chamber which is factory installed in the pan section of the uhit. An electric solenoid valve for water make-up is shipped loose for remote installation. All wiring must be provided in the field by others. PUMP STRAINER Pump intake extension and a cleanable non-ferrous pump strainer in an easy access location is available. MODIFICATIONS TO WATER DISTRIBUTION SYSTEM Various package are available to provide manual or automatic change-over as a backup system in the event of a spray pump failure PAN HEATER The use of a remote sump tank located indoors is a common form of pan water freeze protection for evaporative cooling equipment. However, for those installations which will not allow this type of system, freeze protection may be provided by electric immersion heaters or steam or hot water coils installed in the pan. The electric heater package consists of immersion heaters installed in the pan to provide efficient even heat distribution. Standard heaters are selected to provide approximately 40°F pan water at -10°F ambient temperature. A low water cutout switch is supplied to prevent heater operation when the elements are not completely submerged. The heaters are monitored by a sump thermostat with remote sensing bulb located in the pan water. All heaters and controls are factory installed for field wiring by others. NOTE: Pan heater packages are designed to prevent pan water freezing during unit shutdown with fans and pump idle. CAPACITY BOOSTER COIL A finned coil mounted on top of the eliminator section is available primarily for applications with high entering fluid temperatures or for applications where dry operation under low entering air temperatures is anticipated. Copper tube with aluminum or copper fin coils are available. VIBRATION ISOLATORS Spring type vibration isolator rails may be supplied for field installation, most units will require an intermediate rigid steel framework between the isolators and the base of the unit to provide adequate structural support for the unit. Consult Recold sales representative for recommendations on any vibration isolation application. STAINLESS STEEL CONSTRUCTION 300 stainless steel construction is offered as an option for sump pan and upper casing panels. • SPX . Engineering Data and Specifications "ISl" "(Si'' PUMP STANDBY PUMP • i--W--i i-----------L ------------1 • Legend 1 -Control Panel 2-Pump(s) 3 -Air Separator 4 -Air Eliminators Pump Station PS-075* PS-125* PS-200* PS-300** PS-400** PS-500'* PS-750*' L 58 58 74 74· 74 100 100 5 -Expansion Tank 6 -Isolation Valves · 7 -Check Valve(s) 8 -System Inlet Frame Dimensions in w 30 30 40 40 40 40 50 9 -System Outlet 1 0 -Cold Water Refill 11 -Drain 1 2 -Strainer Access Pump Horsepower H each 60 1.5 60 3 60 5 60 10 60 15 60 20 60 25 • PS-075 thru PS-200 nominal design -50 feet available system head loss .. PS-300 lhru PS-750 nominal design -80 feel available system head loss Maximum Flow Rate GPM 75 125 200 300 400 500 750 Expansion tank based on pressure at the lank, P initial= 12 psi and P max= 30, T mean= 1 00F and system volume equal to 2x minimum flow rate t Approximate weight Connection Shipping Size Weightt in lb 2 595 2.5 620 3 810 3 895 4 945 4 1320 5 1440 >Recold PS Series Pumping Station • • • >Recold PS Series Pumping Station Specifications l!! 11 12. General: Furnish __ Recold model PS-__ pumping station(s). The station frame shall not exceed __ length,_. _ width and __ height. The station(s) shall be factory assembled and leak tested prior to shipping. Capacity: The pumping station(s) shall have the capacity to circulate __ G PM of __ at a system head loss of __ feet. Pump(s): A minimum of __ close coupled, standard fitted cen- trifugal pump(s) with a mechanical seal shall be mounted and piped on a base frame. A maximum __ hp pump motor(s) operating on __ volts, 3 phase and __ hertz power shall be provided. Air Separation/Eliminator: Air separator shall be tangential with integral removable strainer. The separator shall be constructed in accordance with ASME code. An automatic air vent shall be provided for positive air elimination. u Expansion Tank: A diaphragm expansion tank shall be provided. The tank shall be assembled per ASME code. The steel shell tank shall be equipped with a heavy duty elastomer diaphragm and an air charging valve. Control-Starter Panel: A single NEMA 12 enclosure wired to the motor(s) shall be provided. A through-the-door non-fused disconnect, fuse protection for individual pump motor legs and ther- mal overloads shall be provided with the motor starter(s). A 120-1-60 control circuit transformer shall be included with fused primary and secondary circuits. A terminal strip for remote control or monitoring by a building automation system is available. Unit Construction: PS-50 through PS-300 standard piping is schedule 80 PVC -schedule 40 galvanized steel is optional. PS-400 and above have schedule 40 galvanized steel piping. Gate or butterfly valves shall be provided to isolate pump(s) for servicing or replacement. The station frame shall be con- structed out of heavy gauge galvanized steel for superior corrosion protection Recold If 550 W Mercury Lane// Brea, CA USA 92821 // +1 714 529 6080 // spxcooling@spx.com // spxcooling.com In the interest of technological progress, all prodl.lcts are subject to design and/or material change without notice ©2011 SPX . I Printed in USA RECOLD-PS-11 ,. • • MODEL ACCEss· DIMENSIONS <IN) VOLUME (GAL) \./EIGHT (LBS)* · UNIT LETTER A B C D MAX MIN SHIP DPER. JC J\./ RS 5~ B, C 34 84 40 1/2 40 155 85 420 1,715 25 -58 10A -15C RS 150 D, E 50 B4 40 1/2 40 248 178 505 2,575 63 -120 25A -35C RS 250 F 56 98 55 40 393 295 665 3,940 135 -200 50A -50C RS 450 G, H 70 107 66 40 614 495 805 5,920 240 -350 70] -85C RS 850 I, J 70 167 124 40 1,178 952 1,330 11,145 375 -450 lOQB -115C RS 930 K 70 178 135 40 1,286 1,038 1,405 12,120 475 -525 130B -130C CITY \./ATER\ \./ATER TREATMENT I C /DVERFLDV 3' FPT CONN, (1' FPT) CONN, (3/4' FPD r INTERNAL J_ MECHANICAL:~ BAFFLE I . _[ 3 l/2' t-u=-·=,=--=<-)=--=---=-~ FLOAT ~ 4• I --~ t 6 1 TI ASSEMBLY r-rr-, ~tr, I II I l',11 I : :: : V SIZE AND LDCATIDN OF I : l II : PUMP CONNECTIDN(S) VARIES II : I l I \. I " 1 11 1 \./ITH PUMP SELECTION, II i I I ril, I (STANDBY PUMP OPTION · r'L, I I A ~SUPPORT oL-Jo ./ LJ, I L ___ .J AVAILABLE) l ~--' I CHANNELS I ? I ,-, ,-. MlN, VATER [ \ / I I I ~ q ..._.., .._., LEVEL J_ 3 l/2' l/2' -Ii--I-1/2' APPRmt' 1 :,• \ UO BASE RAIL 1 \ au I 6' \_ DRAI: J '-t-I D I r/ \._ S\./IRL ARRESTOR I I LIF T 1 1 NG HOLES_/ B 3• FPT (4 PLACES) SCHEMA TIC VIE\v'S ONLY SOME DETAILS REMOVED FDR CLARITY NOTES: 1) MECHANICAL \./ATER MAKE-UP SYSTEM FACTORY INSTALLED. REMOTE SUMP 2) PUMP<S) NOT INCLUDED: CONSULT RECOLD REPRESENTATIVE FDR PRICING. (PIPING HEAD LOSS INFORMATION REQUIRED) ,---, SCAlt I DRNIN D'ITE: I DA'IWN BY DAff REVISED 3) CONTACT RECDLD REPRESENTATIVE FDR JT & M-SERIES MODEL SELECTION. ~,e~old NONE BRK OJ/02/1999 * \./EIGHTS DD NOT INCLUDE PUMP(S) DR OTHER OPTIONS. PAR'l' NO.: REV FORM 8100 A ... --·--,---., ,,, __ , .... _____ _ CB132181 2501 EL CAMINO REAL WESTFIEL0: SHELL PLANS FOR -~\~'"---. 'i-~--). T. Final Inspection required by: \ 1\ l . f Bldq ..-P/=dw,... /',vw fd. n.. CBP;l<i"t7 \ 9/t1~3~ t'Q P!~/U:)IE-/Ft/c/£ -,.-C5&r?_ q l ;;iep ( ( ~ ~(rl. L-~ ~. O:CM&I _OFire --··.·y~·-;..;;.. , --~w·-t"I -> -01ssuEo· D I rocv.11 Approved '/vlJI ,~ ~ to ~ Ba..ci::. . JI \ \ \2, ~-~ ' ' ' BUILDING Pl:ANNING ENGINEERING ;l: It If/ IJ {'elfl J;J fl dL j)J,,,Jf ~ C!r I ?j Jr;:, &.r ~ = ·. ~l·. • · . Jt -Iv 'Fj-OMfa-//) rt. './4 ZJ'( / L 3/' .f/ru,,,ff l-!--.F::c~-~:/Fe-e~ -Sent _.____Rec'd-. ---.. ~-ue~ -. By---; ; . ,L Tr ~ J ~ /v /w._ £. n J/.--. ~?~""'"0 : : J . VVVv ..J..L /I l-. (./ ~v.---School _ .. _. Y N· " ,i11J,s' l' .. -1::u.~ ~:(Le.A:::.. ' ·, .· ', sewer -y. N ' '' --cr ' Stormwater y N > \! I ;µ,In, -P ~ ,n:. ""' ('<;" · 1 · /1 . _ • _ /} ,J -I . :t't"""''" · ' ' ·· l { /J , I /Lf Cuvi fd-. #1ri:. I)~ (A_/j/~ •p i ,pU_ ·(j}L LaoaU~ D~<,c •moA•~ AC Ao= Fa= j I ' --1' J1l /_~I,, _/l/1~ ( PFF:• y N :! i Te,{/L,L ' . TV w;-ttJ {)._)-(d;,(A --. . CB:::gents ' ----. ' . . . Date !. ' ~~ fo _,~,rd?~-,-M;og . "'' ,,. 'i1 OJA/lcQ/) tcrto <(' ( t) ~ uJ -~ Gd-~ E~gineering . : _ \. I _,. ~ -/T 1) Fire ( ,;2t 1•iO ll{ ~tL-l-(_/('A \ c,t J dtl 14 . ~ ~ ~ ~A-Gll-ODone ~Done ~ d. /2-7{ lG( f\-f P. P~fP6-J 6¥F 3 ~?r) o~ 1fP.r.(2.,,1l& <;Htf:i'S w/ 6Zef~: ,·; Dr -I ), L-5-3 I 6 -2. 0 \ )· e z. Ol) e--z.,.os'qi 6/ .o3, -5w\ f' )~ ~-~ ISU f$.\{ec'1 . groone I \ · 01'1 1'( v/ C./111 fil @. {D~ Pt-fqvJSI ---fO PLfn-J ~-W ~ e2:Pi f[__, ~ ~,m~~J:27 d-/.JIIAf)/) 1i' Done .__ --.. ,._._ ____ fji_!":'D.-~~'6Q.,. f.\~~,J'£ £"..J4_-~J?j,.. , ... -., .. ,,..._.,-« .. /~o--~-~---~-----··=·--------·-----·· ···-·-· -~-- \ l \ . ----. ---~ --.. SEE MULTIPLE REVISIONS FOR CB132181 SCANNED SEPARATLEY PCR140005 PCR14092 PCR14113 PCR14139 PCR14147 PCR14153 PCR14195 Ap~)e11di)c 1\ Upl')er Level 1\/iean1s of Egress Ani:1l)tsis ,, f\JC)TE: Tr-IE REDEVEl_OP~JlE~~T PROJE:CT .I.\ T Tt-liS LE::VEL VVILL BE DESIG~·JED AS A TEJ\IJ,~JT TO Ti4E C()VERED IVIALL BtJILDINC:~. AS SLJCl-1, THE OC(:;UPAI\J·1-LOAD OF Tli!S l_EVE:L OF THE r\/l,A.L.L \/\JILL lt,JCRE,~lSE Af,,ID THE lf\JCREAS:E WILL BE fltC(~OiV10C)fllTED E3'l' -r!-IE i\iEVV ~ti1t\iN ivit\LL EN-i=R1~NCE: V\fl-llCt!-l \VILL BE CRE:J'.\TED ,L\S PAR::T o~= Pl-11\SE II. DlJRII\JG J'.)1-1,~iSE I CO1\JSTRUCTIO~J ALI_ NE\fJ '"TE~~/j\f\J'"fS ASSOCIATE::o WITH THE RE:DEVEl,_OPE~JIE~~T PROJECT Vvll._L BE COf\~PLETl.\1 INDEl:1ENDE~1JT FROi\/1 IVlJ\L'_ \IVITI-J 1\10 M/!\l_L cot,J(:~ORUS:E A ('' Es s I\ """' ("' IJ C' . --i ! E r, LA q\ 1;:;-" C tiJ'' ,r I fl, -f" F D' \ .I\ f 1 "'T" '-' T 1-11T= s r· TE .• ~, ! Pt r,. :-,-;""'r; D fl CC c1, IC ill, I --r· Fl, C ("~ U' s R r rJ -·~ 0 Br I-\ "' ._ ,, . l·l t; ;:, . , · H , i 11 ·= u . .., i-.. ,.., ,.::, '-""'·, f~::i. I "-,, ,/\1 I I 1 1 ! : ! J,_ C . ! \i r\ I \I I ;;::, i · I~ c ..:, 10 I ",s U I i~ L ,..:} i:, I 1 ' t: I,. I ,' . t t: C()NSIDE:::RED A~:3 Mil.LL GLA D11 .. JRING !Pl-lt.\SE I CONE;TRUCl"ION. :,· -·.- 0 ® © ® © 0 © ® 0 ® CD ® ® 0 © ® ® 0 ® 0 @ @ 0 0 @ @ @ • 31'-2" ', 29' ;, 27' • 27' ' , s· , 18' • 18' ' 29'-7" • 28'-7" , 28' 7" ' 28' 7" ,J7' 2·, 23' 3• ,J7' 1 •, 29' 9• 29'-9" 29' g" 29' 9" 27' 27' 27' J7' 3".,20· 4",J7' 4", 27' , 27' ,· , ' ' ' ' • ' ' ' ' ' ,, ,, ;, ' • ' • < < •.' • ,. , ' ' ' ,, ' ' ' ' ' ' * 1 0. 0 •macys G) G) -I i--0 .~ ,1~--'"ll ' • •• ' ' • • •• ' • ' • • • 'M • , , 3 LEVELS 66" clear /52,000 SF 0 ' i-- G ~ 0 ' . . . •· . ·• . . . . .. . . ' . . . . C>CCUPANT LC)AD FAl(~TOR C~ALCLJLA.TION l .. ower L .. evel G L.A = lJ ppe r L.eve I G L .. A - 1··0TAL GLA 20·7· ,93 ~1 sf 17 c,, 7' 86 .1: ..,,,, , SI C)LF (:387, 71 ·7 sf)(0.010007) + 25 ·-5() ()CCU PPtl\JT L()Jl.0 (~/J,.il1_cu LA"'f 10[\~ lJpper L1evel = 179,786 sf/ 50 s:f per pe}rso11 door vvirJth 72" stair 66" c!e1r door vvidtll @ 30' @ 30' @ JCPenney @) ;ti ® 30' 2 LEVELS 154,093 SF @©@® . . . . 30' , 20· , 20· , 20' , 30' , 30•, , , FASl FlX JEWE Y & WATCH REPAIR , .I ,I.; . >- ;ti ;ti y ~= ~\, 365sf CD~ 1---,-,--.---..-.· .... , .. , . 5· . ' ... ,,.,_. . . . '• ...... f.51:r: . ..J {o .,, ---~~''-.;,' ,, , " • w .... , "' "' I w SECOND LEVEL -~ ~ 1:::8~ , , LOWER l.E'IEI.. TENANT CONVEYOR SYSTEM , , 30' 30' 30' 30' 30' , 21'-5", 30' 3B'-7" , , ,, , , ,-_,,=-..-,,_-=--+--='--,.'---'"'--+-=-...,;,,:,-"-,;.,._:=--.;,_=-~ , , , @@®®®®0@@) • , ,/ ,/" ,,,,-- @@ ~ 0 , . , . , , i· ~,, =' ~ . ~-0. . . };. \ , -, X,, ''I 'V -i j i\/\ Exit Capacity Egres~, v,JicJth -Limiti11g Factor Egres:s V\Jidth -Secor1dary Elern,ent f:~, _: __ :._~·,..,·.~-: : ··-"----~ :-==:~ . ..:.:L':;:,.'-.) : .. -. · ::__:~::: .. :~, ... ::,.=~':._ "."' ~=:-==:z:-;:'=:~~~" ~-_'7 ('. t 1 f OCCIIJPANT LOAD== 3596 )j !j E)( IT CAP.tl\C: IT'f = 3650 ! I b: ~_::-':'7~-==7;-:,,• ?'.'. • ,,,,,.,,,.,_... , ~·· < , ,,. ~-::::·~1,1-,, ', -·,---· ·-· , ,~ G) . . ..... ?' @ . ~... . ~1-ij , , '', , ·~ ',., . ....~ \ c-,1 Ir.! • . "''2, • 7'" .. u-1.. . . 2 ?4" IP ,.. C var , concourse vvidt11 -? • ,,a I') 08" . .::;,:-_ clear door vvidth 204-" clear exterior court vvidth -------, ,/" ;ti :iii ;g G) ,_ ;ti G) 0 ,/" , ;ti 0 G) @ @) G) G) 0) STORAGE LEGEND S200 2346sf S210 75s1 S211 34s/ S213 180s1 S214 2040sf S220 117sf S221 178s1 S222 221st S226 97s1 S230 152s1 S231 151sf S234 291s1 S235 61s1 S252 BOsf G) G) SQ FT LEGEND ANCHORS 570,051sf TENANTS 172,011s1 KIOSKS 1,752sf STORAGE 6,023s1 TOTAL 749,837sf TOTAL WllHOUT STORAGE 743,814sf Appi1endi)< /J\ Lo'fJ·er LevE~I Mean~, of E.:gress Analysis SYr\/lBOL KEY '"'''( Al\/ Earess vVidth -Limiting Factor ... ., NC,TE: i\J[O CHAI\JGES P,i\JTICIPATED TO THIS LEVEL. EXISTING MEAf\JS OF EGRESS SYSETl\/1 -ro BE ~v'IPtli\JTAII\JED. THE R:EDEVE.LOP1V1ENl-PROJECT AT THIS LEVEL vVILL BE DESIG~,.JED AS ANCHOR BUII_Dlr\JG .A~ND THE MEJ.\1\JS OF EGRESS SYSTEIV1 V\/ILL BE DES!G~JED li\!DEPEi\1DENT FROM Tl-1/liln OF Tt-iE CO\/ERED IVlALL BUILDli\JG. /:JJ\S SlJCH, THE E)(l:STl~JG DEFICIENT CONDil"-IO~J IS NOT ADVESL"i P\FFECTED A(\JD IS PERl\~ITTED 'T() BE rVlAINTAl~JED PtS IS. XX)( Egress 'VVidtf1 -Secondar), Eleme11t 0 ® © © ©®©® 0 0 0 ®® ®© ® ® 0 ® 0 ® 00 0@ @ @ ,, Jl' 2· ,, 29· ,, 2r , 21· ,, 18' ,, 18' ,, 18' , 29·-e· ,, 28'-r ,. 28'-7" ,, 28'-7" ,ir-2;,2J'-J" ;r-1:, 29·-9· ,, 29·-9· ,, 29·-9· ,, 29'-9' , 2r ,, 27' ,, 2r ,lT-J'..?0'-4",JT-4:, 2r ,, 2r r, * macys 0':;,11" 27'-4• , 26 -5" 29' • 8'-4• 3 LEVELS 152,000 SF • ·1 \ii • • T • ~ . 5 - 66" clea.r door width 72" stair potenti2J for 75 additionaJ occupants · . -17 O' ~ B'-4" El ® ®@ © -l@~-0·-7· 2a· 66" c.lear cloor width K, ® · @ 72" stair potential oc;cuPAi\1T LOAD FACTOR CALCULAT!Oi\l Lovver Le,,el GLA = 207,931 sf Upper Le,1el GLA = 179,786 sf TC)TAL GLA = 387, 717 sf Ol,,F = (3E37, 7i 7 sf)(0.0000~7) + 25 = 50 0 c:; CUP Pt~~ -r LO fl~ D CJ)\ L (~ l-J LAT IO ~\I Lovver Le,1el = 207,931 s·r / 50 sf per person = 4. 159 for 75 a.dditional occupants . ' . • • • . -. • { 0 ~ E .. * macys MEN'S, RJRNITURE AND HOME STORE 3 LEVELS 115,000 SF 218" clear cloor 11viclth potential fcJr 60 additio11a.l occupants LOWER LEVEL EXISTING LEASE PLAN JCPenney 2 l.E'IELS 154.093 SF @ @ ® @) ®©@@ @ @) 0'-J1· 30' , 30' , 30' , 30' , 20· , 20' , 20· , 30' , 30' . .. • ' j ; ' ' ' ' ' '--I § ' .. 1!9"' lli 66" clear '----..,-46 _,.,....11 -; " " " ~ ., ~ ; • • S122 • 1-. la! ; - door vvidtll 72" stair • • 54" clear door \Nidth 72" stair potential for 75 additional occupants • • • __._.., © ~- -----~~" 55" clear door vvidth 73" stair potentiaJ for 75 additional occu1Ja.nts 0 G") 30' JO' JO' 30' JO' 21'-5" J0'-1" J8'-6" • 0 G) ** (.";\@ lb STORAGE LEGEND S1068 240sf S110 13031st S122 961sf S148 314sf St<f.9 195sf S150 375sf S173 284sf SQ FT LEGEND ANCHOR 570,051 sf TENANT 191,016sf KIOSKS 1,515sf STORAGE 15,400sf TOTAL 7n,982sf TOTAL WITHOUT STORAGE 76,2582sf Older r)ro,,isions of tr1e Uni'form Building CocJe as tyjJicaliy a.clopted by the State of California rec1uired intermediate handrails Vlthe11 the stair \f\1as rnore tl1an 88 inches in vvidtr1. 1-herefore the existing stair vvidth of 72 it1ches should be able to be used to its f1JII capacity (24.Q occupants). The e)<isti11g l:>Liilding is deficient by 619 occupants (124-" of l1orizo11tal egress \f\Jidth / 186" of vertical egress width). Hovvever, the !:>uilding has a potential e)<it capacity for 3,920 i·f the secondary egress elements \Nere ma)<imized (the green boxes). A deficiency would still remain for 239 occupants ,11,1l1icl1 equates to 48 inches of horizontal egress width or 72 inches of vertical egress width. 1739 LP-1 EXISTING: MALL BUILDING ---*---EXISTING R09-MAY BUILDING: M3 M2 Ml 13 12.7 ~ MN>----+---------1------~--+~I/-A 12 11.9 I 1.3 II A 7 -3" SD FROM ~ooF) J ~ vuDN ( 95 SF) / _,...l'ODDt !./ ,380SF 10.2 10 '3.4 '3.2 - ~ 8"SD DN. } ( 15260 SF I\ 8.5 8" OD ON ' ( 15260 SF .~ B 2"VTRFROM 1ST FLOOR 7 b 4 3.3 3 ' 6"SDDN \ 6"0DJ (8050SF) \ (747fS ) -~ ~----------~ -~ ,,-8-'" "'-S~V:D,-N--.._,r'-J\ii_w ( 12050SF) ~- 2 1.5) I.I 3" S , ~N--,,_ r3" OD ON REFERENCED NOTES: CD ® ® © ® PROVIDE 05" VENT FOR GAS REGULATOR. INVERT ELEVATION FOR STORM DRAIN POC IS-1' 6" BFF. DAYLIGHT STORM DRAIN TERMINATE AT LEAST 8'-4" ABOVE THE EXTERIOR WALl<MIAY, PROVIDE DOWNSPOUT NOZZLE Z199-ZAMB ZURN. NOT USED. DAYLIGHT STORM DRAIN TERMINATE AT LEAST 6" A.F.G, PROVIDE DOWNSPOUT NOZZLE Z199-ZAMB ZURN. MM;;--------1 --0 --l-====il~n " " 'I '----'\ I 3"SDDN LI\\ (650 SF) ,__, . '' T _ij-,,~ -- -!~ L.:...J~RD-21"-'-11 " ,..,.. ( 550 S )~~"'? ( 410 SF) (43 SF) '. l~~=a-19'1=_=2 =======================-----1 < OSF) K.9 L I I 8' OD TODIS HA GE ~ --' ' -'"'Al I,...,., IAI ll ,.,.. IAV _;i -· ~uo,1 +-"l-"----l-j,Y\r-v--l'3 ~ --------_J:"\(J. _______ _ ····-····· ------------., ~ ' '\•=cll=================tt'l'c:1 / ML>----$---------------11-ilEH---1 Ill MK>------fll---------el--------flaa4El+H ~ • '·0 '.__ / z. SD FROM ROOF-,. ~ f~S S~EMA 1/2 / DN TO 1 ST FL<DOR II ~ ( 315SP) I I 1 I I 11-,ll l,I'.;_ L II IJ:l, 111 l,,(•11 i"I-. 8", D ( 14500 SF) I ro o&d'I-i'ARGE - ON LOW WALl<MIAY ROOF LEVEL UP&DN °'---6" SD ( t 00 SF) UF & ON I 8"00D .ff~.._____ I TO DIS HARGE __/ 8" D ( 11500 SF) UP & DN ON LO' WALl<MIAY I ~ ROOFL VEL ~ ' ' ' ' _rr. ---------!v4 1: ' ' 1 14" MPG rDN. ! ------+-+------+-+---ll~---1------tl---- I\ I I I I/ ----l--------+------'<-1----l+------\_ riD (CINI MA) : ./ I I I ~ V ~ 3600 CFH : : ! 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ALL DESIGN ,!,.NO OTHER INFORMATION SHOIM-4 ON THE DRAWING ARE FOR US£ ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No, 0 ROSHANIAN & ASSOCIATES, INC. ELECTRICAL, MECHANICAL AND TECHNOLOGY ENGINEERS 6404 WILSHIRE BLVD, SUITE #610 LOS ANGELES, CA 90048 TEL: (323) 933-5252 FAX: (323) 933-5589 Consultants D JPRA ARCHITECTS 39300westTwelve Mlle Road. Suite 180 Fannlngton HUI&, Ml 48331 phone 248.737.0180 fix 248.737,9161 wwwjpra.ccm Approvals/Phase: RETAIL EXPANSION CONSTRUCTION DOCUMENTS Key Pion: issue for: AODENDIH #6 Dote: 10/2V13 Do not sa,1e prints. Use jlgllred dimensions. o 2013 JPRA Architects Sheet Title SECOND LEVEL PLUMBING FLOOR PLAN Job No. Date Scale 1739 AS NOTED Sheet No. P-3.02 SEE DETAIL #21/ST-2 16" MAX !1""--STIFFENER (TYP) t--t!::j~-CLAMP NUT(TYP) 1*1--HANGER ROD (TYP) 16" MAX 6" BRING STIFFENER AS REFER TO NOTE 2 "' 0 SEE DETAIL A 0 45· MAX. SUPPORT CLOSE AS POSSIBLE -====r================= TO TOP OF HANGER -L CEILING GRID 0000 000 NOTES: 1. REFER TO SMACNA GUIDELINE FOR REQUIRED SIZES OF SUPPORTS, BRACING,& ANCHORS.UP TO 3" PIPE. DETAIL A PIPE TRAPEZE SUPPORT ON CONCRETE DECK NOTES: 1 • PIPING SYSTEMS HANGERS AND SUPPORTS SHALL CONFORM TO MANUFACTURER'S STANDARDIZATION SOCIETY SPECIFICATION SP-69, UL LISTED, WW-H-171E, CBC 2001 SECTION 1632/1632A AND FOR FIRE PROTECTION SYSTEM SHALL COMPLY IN ADDITION WITH FACTORY MUTUAL (FM APPROVED), CALIFORNIA BUILDING CODE STANDARD 9-1 & NFPA#13. FOR STRUCTURAL CONNECTION SEE DETAIL A LONGITUDINAL BRACING (SLOPE 1 TO 1 ).REFER TO SCHEDULE FOR SIZES AND SPACING ON ALT. SIDES EACH BRACE. 2" MIN USE HILT! LOW VELOCITY '--POWER FASTENER, X-DNI 0.145" SHANK DIAMETER WITH 1" EMBED (2 FASTENER PER CONNECTION) SCALE NONE 7 HANGER ROD @1 O' -0 O.C. MAX. FOR STRUCTURAL CONNECTION SEE DETAIL #21/ST-2 ROD STIFFENER FOR STRUCTURAL CONNECTION SEE DETAIL A TRANSVERSE BRACE @1 O' -0" O.C. MAX. PIPE SLEEVE WITH I.D 1/4" LARGER THAN BOLT O.D. CLEVIS HANGER 2. PROVIDE ANCHOR BOLTS, STRUCTURAL STEEL . SUPPORTS AND TRANSVERSE BRACING IN ACCORDANCE WITH SMACNA GUIDELINE FOR SEISMIC RESTRAINTS. 0000 000 3. DIAGONAL ANGLE BRACE IS REQUIRED FOR ALL PIPES WITH 2-1/2" I.D AND LARGER (PER SMACNA GENERAL REQUIREMENTS PG 3.2, PARAGRAPH 2.C) 4. DIAGONAL BRACING MAY BE OMITTED IF THE DISTANCE BELOW THE STRUCTURAL MEMBER IS 12" OR LESS. DETAIL A PIPE BRACING DETAIL USE A PROVED NOTES: 2" MIN PROVIDE ENCLOSURE TO AVOID TAMPERING. ALSO, INSTALL STABILIZER BRACKET (UNISTRUT OR EQUIVALENT) TO PLUMBING WITHIN 6" OF VALVE AND SECURE TO THE BUILDING. '--USE HILT/ LOW VELOCITY POWER FASTENER, X-DNI D.145" SHANK DIAMETER WITH 1" EMBED (2 FASTENER PER CONNECTION) SCALE NONE SWIN JOINT QUAKE LUBE E GAS VALVE (IPS) (TYP.) USE SLEEV MATER/ L TRANSITION FROM A POLYETHYLENE PLASTIC GAS PIPE TO A EPOXY-J..A-~ COATED STEEL RISER ADAPTER EARTHQUAKE VALVE & GAS REGULATOR INSTALLATION '""'"' 14 3/4" 1· 1· 11 3/4"x11 3/4~"---._ CLEAR OPENING FLUSH CAST LIN~-, HINGES FINISHED GRADE "l<--0 ,--CAST IRON CLEANOUT HINGED COVER AND FRAME '.::>-----"'p==02a_l'i' __..--CLEANOUT FERRULIE WITH SEWER PIPE RAISED OR COUNTERSUNK-HEAD BRASS PLUG CLEANOUT TO GRADE MAY EXTEND AS WASTE OR VENT---,-t--CLEANOUT PLUG FOR WALL CONST. SCALE NONE REF. ARCH. DWGS,.. ....._ COUNTERSUNK SCREW C.I. CLEANOUT TEE----tt---l .. . .. . ,. ' . ,. 'A• 'A• 'A•--='=f . .. . .. . .. ,)'" • • • • FLOW • .. . . ,. ' A ' • • • POLISHED S.S. ACCESS COVER 1/8" BEND AND END OF LINE CLEANOUT WASTE LINE WALL CLEANOUT-FINISHED ROOMS ~w-~t=:=-DETECTABLE w YELLOW GAS 3 ~ MARKING TAPE o~~ I') ~ cl ETAINER" 13 p /E PLASTIC PIPE MANUAL OVER RIDE 2A. FUSE 24 HOUR TIMER ATMOSPHERIC --r-:::=::!r--r VACUUM BREAKER GALVANIZED--. STEEL CABINET TUBE CONNECTION FOR ROUTING TO TRAPS 1 /2" -5/8" COMPRESSION CONNECTION TO FIXTURE PER DETAIL BELLOW. •• • . . . . . • • • . ., SOLENOID VALVE SCALE NONE WATER ON/OFF VALVE 3/4" FNPT WATER SOURCE CONNECTION L AUTO TRAP PRIMER , 12" PIGTAIL (TYP.) SCALIE NONE SCALE AUTO TRAP PRIMER NONE ,' .• ' .. ·, ' ,'.· ' " .. ' ., . ', ~.:\ ' .. • MIN. 3" DEPTH PACKING MATERIAL SOLID CONRETE FLOOR SLAB IN. 1 /2" BEAD OF 3M CP25WB+CAULK STEEL SLEEVE ... • .. i, .. ~ • • • ' .. ' • ' .... ~- ' ,. t,. . NOTES: 1 FIRE STOPPING SYSTEM SHALL BE UL LISTED. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND THE PRINTED INSTRUCTION OF UL FIRE RESISTANCE DIRECTORY. 2 THE PENETRATION SEAL MUST BE CAPABLE OF PASSING UL STANDARD METHOD OF FIRE TESTS THROUGH PENETRATION FIRE STOPS UP TO DESIRED FIRE RESISTANCE. FIRE STOPPING THROUGH CONCRETE SLAB MULTIPLE PIPE 3M FIRE BARRIER CP 25WB+ CAULK PACKING MATERIAL BACKEROD, MINERAL WOOL, ETC. • • ~ '' '' ' . . . . . 4, : . . ' . ~ ' ' .. ' ~ :, •. -· ~ .. ·, 0 0 0 0 0 0 ~. ,• • ' 0 ,-~ '. . <l, 0 0 ·; .·. · ~.. o~o ,, ' ·= .' NOTES: METAL PIPE 1 FIRE STOPPING SYSTEM SHALL BE UL LISTED. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND THE PRINTED INSTRUCTION OF UL FIRE RESISTANCE DIRECTORY. 2 THE PENETRATION SEAL MUST BE CAPABLE OF PASSING UL STANDARD METHOD OF FIRE TESTS THROUGH PENETRATION FIRE STOPS UP TO DESIRED FIRE RESISTANCE. 4 , 4 _ II FIRE STOPPING THROUGH CONCRETE SLAB SINGLE PIPE b, I 1'-6" Ml . 1 o· -o"'------;~ TRENCH EXCAVATION 2" ' ' BACKFILL AS PER SPECIFICATIONS ' 1" '1-----1 \ 2· ' ' . " ' . . ·, .... • • ·. , .. ' .• ' l " .. · ._. ~ • • ,'.. . '~ • . ~-. .. . ' : ~. .. ' i,.·. 0 ' •. • 0 0 :ii. . o0o • ... ,. 0 • • . . . :.. ' :-'lo ~ . ,ti. METAL PIPE SCALIE NONE STEEL SLEEVE SOLID CONCRETE FLOOR SLAB SCALE NONE THE SLOPE OF THIS LINE MUST BE APPROVED BY THE STRUCTURAL ENGINEER NO PIPE TRENCH PARALLEL TO FOOTING BELOW THESE LINES TRENCH EXCAVATIONS COMPACTED FILL OF INUNDATED SAND MAY BE ~SEO IN WELL DR.INED SANDY 0~ GRAVELLY SOIL ALL PIPE SLEEVES 2" MIN. LARGER THAN PIPE NO PIPES 3" MIN. L _ r ALLOWED 1-----i"""'-@"----1 _t" IN FOOTING 3" MIN. 3" MIN. • • • • • ~ z • ALL PIPE SLEEVES 2" MIN. LARGER THAN PIPE • • --i~-- 2" CEM, DRYPACK IF PLACED UNDER EXISTING FOOTING 6" MIN. -t + NOTES: 1-FOR PIPES MORE THAN 3'-0" BELOW BOTTOM OF FOOTING STEP AS REQUIRED 2-COORDINATE WITH STRUCTURAL ::, ::, • • 0 "' -· "' • • • • • SECTION NOT PARALLEL TO FOOTING • 0 • 1 .. • .. 1 d + 11-an PIPING DETAIL AT FOOTING PIPE SLEEVE DIA. PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FOOTING SCALE NONE 3 2525 El Camino Real# 100 Carlsbad, CA 92008 (760) 729-7927 WESTFIELD DESIGN & CONSTRUCTION 2049 Century Park East 41st Floor Century City, CA. 90067 Telephone Facsimile 310 478 4456 310 478-4468 Tl-11S ORA\lilNG 15 AN INSTRUMENT Of SERVlCE, IS THE PROPERTY OF THE ARCHITECT ANO ijAY NOT BE REPRODUCEO WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARClilTECT'S NAME. ALL OESJGN AND OTHER INFORMATION SHO\ltN ON THE DRAll!NG ARE FOR USE ON THE SPEOFIED PROJECT ONLY AND 9-iALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. 0 ROSHANIAN & ASSOCIATES, INC. ELECTRICAL, MECHANICAL AND TECHNOLOGY ENGINEERS 6404 WILSHIRE BLVD, SUITE #610 LOS ANGELES, CA90048 TEL: (323) 933-5252 FAX: (323) 933-5589 ,us,~ t+~·· ···~~ ii No. M~SNIIO i i IIP, f/80/1111 Ii Consultants 11!!1 liil JPRA ARCHITECTS 39300-'IWelva MDeRoad. suite 180 Femtlnston HIiia, Ml 48331 phone 2A8.737.0180 fix 248.737.9161 wwwJpn,.com Approvals/Phase: RETAIL EXPANSION CONSTRUCT/ON DOCUMENTS Key Plan: issue for: ADDENDUM #5 Sheet Title PLUMBING DETAILS Job No. Date 1739 07-01-13 Sheet No. ,, ' . ' . , Dote: 10/21/13 Scale AS NOTED P-5.02