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2283 COSMOS CT; ; CB140888; Permit
08-25-2014 City of Carlsbad 1635 Faraday Av Carlsbad.CA 92008 Commercial/Industrial Permit Permit No: CB140888 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type; Parcel No: Valuation: Occupancy Group: Project Title: 2283 COSMOS CT CBAD Tl Sub Type: COMM Status: ISSUED 2130504300 Lot #: 0 Applied: 04/21/2014 $1,212,636.00 Construction Type: 5B Entered By: JMA Reference* Plan Approved: 08/25/2014 Issued: 08/25/2014 Inspect Area Plan Check if' SKATEOPLEX: CONVERT 32,668 SF (11,401 SF OFFICE & 21,267 SF WAREHOUSE) INDUSTRIAL USE TO SKATING COMPLEX (PER ESGIL-REMOVE 1,909 SF/ADD 1,331 SF/REMODEL 31,269 SF) Applicant: JOHN DEFRENZA A-203 2900 BRISTOL ST. COSTA MESA CA 92626 949-261-8805 Owner: COSMOPLEX LLC 2283 COSMOS CT CARLSBAD CA 92011-1517 Building Permit $4,394.72 Meter Size Add'l Building Permit Fee $0.00 Add'l Red. Water Con. Fee $0.00 Plan Check $3,076.30 Meter Fee $0.00 Add'l Building Permit Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $254.65 PFF (3105540) $22,069.98 Park Fee $0.00 PFF (4305540) $20,372.28 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) $16,947.84 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $15,644.16 Renewal Fee $0.00 PLUMBING TOTAL $438.00 Add'l Renewal Fee $0.00 ELECTRICAL TOTAL $251.00 Other Building Fee $0.00 MECHANICAL TOTAL $53.49 Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Meter Size Sewer Fee $11,158.18 Add'l Pot. Water Con. Fee $0.00 Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees $0.00 Green Bldg Stands (SB1473) Fee $48.00 HMP Fee ?? Fire Expedidted Plan Review $1,600.00 Green Bldg Standards Plan Chk ?? TOTAL PERMIT FEES $96,308.60 Total Fees: $96,308.60 Tortal Payments To Date: $96,308.60 Balance Due: $0.00 ^L AB'PRC^AL^ Inspector: FINAL Date Clearance: NOTICE: Piease take NOTICE tlat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." Vou have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follovk' 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 IVIunicipal 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 project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar to this, or as to which the statute of limitations has previouslv otherwise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPIANNING nENGINEERING •BUILDING nFIRE DHEALTH OHAZMAT/APCD CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 ennail: building@carlsbadca.gov v^ww.ca rlsbadca.gov Plan Check No. Est. Value ^^"^^•^^<^/ Plan Ck. Deposit^( Zl Q Date SUITE#/SPACE#/UI IN[Bf APN CT/PROJECT # CONSTR. TYPE ATHROOMS TENANT BUSINESS NAME ON OF WORK: Include Square Feet of Affected Areafs) ^ ^ t dl ^ fl^/l^'V\ S^^<-*^ P^gV^/Wl<>M /fUyu<}^s^ ^eirf^J •^CT-Op ^^^/2^f-l^ ^T^i^^njig^ FTSK- 1,33. EXISTING USE PROPOSED USE GARAGE (SF) VPPLICANT.NAME (Prlrngry Contact) 7 7^ \DDRESS / * ' PATIOS (SF) DECKS (SF) FIREPLACE YESD # NO^ AIR CONDITIONING YEpg^NO • FIRE SPRINKLERS YES/tXNOD APPLICANT NAME (Secondary Contact) ADDRESS STATE CITY STATE i PT~r EMAIL , r / >n PROPERTYOWNER NAIVIE ADDRESS' CITY ZIP PHONE FAX EMAIL EMAIL , ARCH/DESIGNER NAME & ADDRESS STATE LIC. # CLA^ CITY BUS. LKjl ^ _ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applioantfor such permit to file a signed statement that he is licensed pursuantto the provisions ofthe 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 permits civil penalty of not more than five hundred dollars ($500)). t subjects the applicant to a Workers' Compensation Declaration: //lerefcy affimi under penalty of perjury on ii...^ a I have and will inaintain a certificate of consent to seif-insure for worlters' compensation as provided by Section 3700 of the Latxir Code, for the performance of the worit for which this perm It is issued. ^^1 have and will maintain w^ters^compnsjtion, number are: Insurance Co. ^ i^^i. as required by Section 3700 of the LabotCode, for the performance of the wadiJDr wfiichjtus oemiit is issued. My worters' compensatioainsuijnce carrierand policy tfie^.^V<M/ /-r/S hU/^-i PolicvNo y0^rj>t/Ty Expiration Date ^1"/'/^ This section need not tie completed if the permit is for one hundred dollars ($100) or less. n Certificate of Exemption: I certify that in thejaeffomiaii^ of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure wq)iKers'_coRi|rensation coverageistmlawfulrand'shail (SSISist an empioyer to criminal penalties and civil fines up to one hundred thousand doiiars (&100,000), in addition to the cost of compensation, damaj^ as provided for inJe8ti0irJfO6 of the Labor code, inTBreq^and attomey's fees. JS^ CONTRACTOR SiGNATURE •AGENT DATE I hereby affinn that I am exempt from Cpniaclor's Ucense Law lor the following reason: n 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 Contrxtor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contrxtor(s) licensed pursuant to the Contractor's License Law). • I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement • Yes • No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firni) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number): 5.1 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): ^PROPERTY OWNER SIGNATURE •AGENT DATE O PW PtETe :TION FOR I BUILDINO PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration fonn or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? O Yes • No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? • Yes • No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site? • Yes O No IF ANY OF THE ANSWERS ARE YES, A FiNAL CERTIFiCATE OF OCCUPANCY MAY NOT BE iSSUED UNLESS THE APPLiCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. UCTION LENDING A 6 E j I hereby affimi 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 Lender's Address i certiVthat I have read the applk:ation and state that ttie above inlbmiation is conect and ttiat tlie inlbmiation on the pians is accurate, i agree to comply with ali CHy ordinances and State laws relating to buiiding constnjction. I hereby authorize representative ofthe City of Carlsbad to enter upon the above menttoned properly for inspectton purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CfTY OF CARLSBAD AGAINST ALL UABILmES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA pemiit is required for excavations over 5'0' deep and demolitton or constnictton of staictures over 3 stories in height. EXPIRATION; Every pemnit issued by the Building^fliciali^der the provistons of this Code shall expire by limitation and become null and void if the building or vrork authorized by such petmit is not commenced within 180 days from the date of such pemiit or if Ihe bmgoOKirk authorized by such pemiit is suspended or abandoned at any time after the vrark is commenced fer a gpriod of 180 days (Section 106.4.4 Uniform Building Code). v^TAPPLiCANT'S SiGNATUI DATE ,S£„ INSPECTION RECORD ^ INSPECTION RECORD CARD WITH APPROVEO PLANS MUST BE KEPT ON THE JOB Zl CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION ZI FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.qov/Buildinq AND CLICK ON "Request Inspection" >ATE: Y/Mr/// IF "YES" IS CHECKED BELOWTHAT DIVISION'S APPROVAL IS REQUIRED PRIOR TO REQUESTING A FINAL BUILDING INSPECTION. IF YOU HAVE ANY QUESTIONS PLEASE CALL THE ,^PPLICABLE DIVISIONS AT THE PHONE NUMBERS PROVIDED DELOW. AFTER ALL REQUIRED APPROVALS ARE SIGNED OFF— FAX TO 760-602-8560. EMAIL TO Bl^DjGI NSPECTIONS OR BRING IN A COPY OF THIS CARD TO; 1 635 FARADAY AVE.. CARLSBAD. CA 92008. BUILDING INSPECTORS CAN DE REACHED AT 760-602-2700 BETWEEN 7:30 AM — 8:00 AM THE DAY OF YOUR INSPECTION. CB140888 2283 COSMOS CT SKATEOPLEX: CONVERT32,668 SF (11,401 SF OFFICE & 21,267 SF WAREHOUSE) INDUSTRIAL USE TO SKATING COMPLEX Tl COMM Lot#: JOHN DEFRENZA -i^ee^D COPY NO YES Required Prior to Requesting Building Final If Checiced YES Date Notes Planning/Landscape 760-944-8463 Allow 48 hours CM&I (Engineering Impections) 760-438-3891 Call before 2 pm lr "(r ' ' Fire Prevention 760-602-4660 Allow 48 hours Type of Inspection CODE # BUILDING Date #11 FOUNDATION Inspector Type of Inspection CODE « ELECTRICAL #31 • ELECTRIC UNOEROROUND • UFER #12 REINFORCED STEEL #34 ROUQH ELECTRIC #66 MASONRY PRE GROUT #33 • ELECTRICSOnnCE •TEMPORARY • GROUT • WAU DRAINS #35 PHOTOVOLTAIC #10 TILTPANELS #11 POURSTRIPS #11 COLUMN FOOTINGS #39 RNAi CODE: „ MECHANICAL #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME • FLOOR • CEILING #44 • DUCT A PLENUM • REF. PIPING #15 ROOFSHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR PANELS #16 INSULATION #18 EXTERIOR UTH #49 HNAL CODE ,t COMBO INSPECTION #81 UNDERGROUND (11,12^1,31) #17 INTERIOR UTH & DRYWALL #82 DRYWALL,EXfUTH, GASTES (17,18,23) #51 POOL EXCA/STEEL/BOND/FENCE #83 ROOFSHEATING, EXTSHEAR(13,15) #55 PREPLASTER/HNAL #84 FRAME ROUGH COMBO (14,24,34,44) #19 FINAL CODE » PLUMBING #22 • SEWER a BL/CO • PL/CO #85 T-Bar(14,24,34,44) Oate #21 UNDERGROUND DWASTE • WTR Inspector #89 RNAL OCCUPANCY (19,29,39,49) #24 TOPOUT OWASTE DWTR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 TEST OGAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 HNAL CODE tt STORM WATER #600 PRE-CONSTRUCnON MEEHNG A/S RNAL F/AROUGH-IN F/A RNAL #603 FOLLOW UP INSPECTION HXED EXnNGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN HXED EXTING SVSTEM HYDROSTATIC TEST #607 WRITTEN WARNING HXED EXnNGUISHING SYSTEM HNAL #609 NOTICE OFVIOUTION MEDICAL GAS PRESSURE TEST #610 VERBALWARNING MEDICAL GAS FiNAL SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the Inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES m Section 5416. Health and Safety Code, State of California (a) There shall be not less than one water closet for each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection without first obtaining the approval of the inspector. DATE ADDITIONAL NOTES (LTH^ jJI ^ LcflUA o^H c^i/M. /WL ^/ f w f^Ji^lH f^if^ ^S^n^ -^^..^^ aJ^ ^W^/-^ L^uJH/ 'f^ ///^/// dMlPjA CUS2^. •fic4^Jbt7u^ ^-^^ml (mJ&y ilin DALTON INSPECTION SVC, INC. 5225 Viceroy Avenue NorcoCA 92860 ' (951) 415-4341 Fax (951) 479-5511 jerry@daltomnspection.com www.daltoninspection.com REGISTERED INSPECTOR'S DAILY REPORT arCoumy of BUg. & Safc^ Job No. Dale TYPE OF INSPECTION REQUIRED Reinforced Concrete • I^tressed Concrete • StiQctaral Masonry • Structoial Steel Assembly • Fire Proofing • Quality Control • Otiier Job Name c'6 I ^10 f lasiKdBy lyjieofStncnue Aidiilect 1 ^- Mtfcrial DesBi^lkiB (type, gnde, KHuce) Jl: .1 \/ Contractor Inspectoi(i)NiBmB ""P^ -y ^ i\/i^ dc.^ U J.-/. SuticOTiiicuir TESTS PERFORMED TYFB OF SAMPLE QTY. SET SIZE mENTSPicxacm LOCAnON /TIME /REMARKS WELDER LICENSE # WELDER LICENSE # INSPBCnON SUMMARY 7'"^"^""'"' ."n"'i 'Illi' I'liii'i'i r/nyf'i.'i'rjnT'' i ii i'"" imi. ^.n 'm!,u'iaaM'iJiT •••'•"••"•yr"f r'"""""'i •i-r''~r-"~rr™T"~~*'' " •iiii-mr- .i,.iwMii|i^...i.y. ••f-ym'-j • • i' .^n •, i // f'i u< //L />^^/? r ( /e fC // C Cf ^-^c^t A rf-f /^^^ ^ — ^fc.l Cr<r-%rf. C',, L 7^ Jl 1 -y—• 21 _2±. .... 0(? rf rW^j^^ aJ:2_ 1 CracnFICAIE OF COMFUANCE IHERmCmiFrmaiHAVKINSmnBJTOTHEraSTOFMYlWOWimSAIXOF THE ABOVE REPORTED WORK WCLESS GrTHERWISE NOTEIXI HAVE FOUfff) WORK TO COMPLY WITH THE APPROVED PtANS, SPEOHCAnONS AND APfUCABLE SECTIOKS OF THE GOVERNING BUODIHG LAWS. BILUNO EmXTY DISCLAIMS ANY EXPRESS OB IMFUED UABOinf POR ERRORS OR NEGUQENCB IN FULFILUNG INSPECTION DUHES. COKnNUHD ON NEXT PAGE • PAGE_ .OF. 7^ aONAIUSEOF TNSPEtrrOR AGENCY SPKCtAIXY DAY OF WEEK STRAIGHTUME TIME&HAUP DOUBUBUME ALL WSPECTIONS ARE BASED QN A MINIMUM OF 4 HOWRS, OVER 4 WMSMfTS AN 8 HOUR MlNlMUHiU^gHOUlSimairTHBHCmiNASanim THE WXM HOUR WnX BE4W S MDOMUH.^ I>B BOPBCnONS WILL BE PABrSyowNER, WOaiSiR OK CONTRACTOR. DALTON INSPECTION SVC, INC. 5225 Viceroy Avenue Norco CA 92860 (951) 415-4341 Fax (951) 479-5511 jerry@daltoninspection.com www.daltomnspection.com REGISTERED INSPECTOR'S DAILY REPORT Ci9 or CoUDiy of BUg. & Safi^ Job No. TYPE OF INSPECTION REQUIRED • Reinforced Concrete • Prestressed Concrete • Stroctaral Masonry • Structural Steel Assembly • Rre Proofing • Quality Control • Other Job Name FfeanilNo. bsocdBy lypeofStnicnne ~T Aicbitect Maicibl Oesiail^iiaa (tjrpe. gnJe, Moice) CoDtnctor lDSpectoi((}KB>ae Subconiiacior TESTS PERFORMED TlfPBOF SAMPLE QfrXSET SIZE msiraEiCAnoN LOCAnoN/TIME/REMARKS WELDER LICENSE # WELDER LICENSE* INSPECnON SUMMARY V-T- zr ! ; —z— —f. U. r 7 •7 ? s / f ' a.. -_— u—U. .40. CERnFIC ATE OF COMFUtANCB I HEREBY CEintIFY THAT I HAVE mSPECISlTOTHE BEST OF MYKNOWU^ THE AB(m! RETOBXED'TOKKIJNLESS OTHEXmSE NOim t COMPLY WITH THK APPROVED PLANS, SPECOTlCAnONS AND APPUCABUB SECTIOKS OF THE GOVERNINB BOOOING U»& BOXINQ ENITIT 0ISCLAIMS KSt EXFKESS OS IMmEOUAItIUrVroREBiK>BSOKNn3JGENCBINmmLim CONnNlM) ON NEXT PAGE • PAG^ .OF. y SH»lknAffiOFBEG^raftEDOiSm^ i ( SPKCUITY DAY OF WEEK 7— STRAIGHT TIME 4^ TIME&HALF DOUBLE UME •7 ALL INSFGCIXMS ARE BASED 'ON A MDOMUM OF 4 HOURS, OVER. 4 BOORS B AN t BOOR MINIMUM. AFTBtSaOf^n'BBrTHEBODR.INAODrnCH.jUfrO^^ THE NOm HOUR WIU..B& AN « HOUR MINIMUM. AU. IN5FBCnONSmL9ElWD BY OWNER. ENIWEgi^KtON^ pi»ii«'ipit«>wiHiguiiiiiiiwwii«wi>i'«ni DALTON INSPECTION SVC, INC. I 5225 Viceroy Avenue NorcoCA 92860 (951) 415-4341 Fax (951) 479-5511 jerry@daltoninspection.com www.daltoninspection.com REGISTERED INSPECTOR'S DAILY REPORT G9 or Coon? <tf BUg. & Safe^ Job No. TYPE OF INSPECTION REQUIRED 0lReinfQrced Coacrete • Fl»stressed Concrete • Stroctoral Masonry • Sttuctoral Steel Assembly • Oflier • Fire Proofing • Quality Conliol 7 Z {. 4- { } \£)lcriiil Descr^itiaa ^rpe, gnde, soons) Sabanuactoc A • » —r ! < I T^TS PERFORMED TMB OF SAMPLE QTY. SET SIZE liDEPrnHCAnoN LOCAHON/TIME/REMARKS C o/'i C Cf i H^'^r JS^CSQ ^ -Ono-/i-V-6 f — r WELDER LICENSE* WELDER LICENSE # DSrSPECnON SUMMARY 11. 1 -41 l^C -7 (D ( f /TL-C-n -A- d7 y arc ) •4-ci / \ )/}/) r it^y^ 1^ L. A t- lA <^ <n ./Oi/l/t?'-- e c ( ••; ,r CERTIFICAXE OF COMFUANCE {HEREBY OOnriFYTB/ITIHmiNSFECIEDTOtHE BEST OFMVKN^^ THE ABOVE nm>BTED WORK tlNlfSS CnBEBfnSE NOVEa I HAVE fOOND COMPLY WITH THK APPROVED PLANS, SPECIHCAnOfiS AND APPUCABUB SECTIOKS OF Tm GOVEKN0«3 BUILOING LAWS. BIUiNQ ENHnr IIISaAIMS AHT E3EFRESS OX IMPIJED UABILTTY POR ERRORS OR NEGUG9iCB IN FULFILUNG IfePECTION EHJITES. COKHNUBD ON NEXT PAfflB • PA<m. .QP. \ AIM AGENCY (1 c 's-'^-^^^'-r^r m. DAY OF WEEK STRAKfflTUME TIME&HALF DOUBLE UME ALL oaPECIKXiS ARE BASED43N^ MDnMUM OF 4 HOURS, 0VER.4 BOOKS IS AN S HOUR MlNIMUHAFmt8BOUR$in»0fTiSHOaiLS<AIXSnO^ THE NOCSS HOUR WILL BB^ 8 HOUR MINIMrafJUtCX^ INS>BCnONSmLBE,J^BY OWNER, Q»N^ cot CONISACrCaL APfiaWEDBY . OCaiPANY DALTON INSPECTION SVC, INC. 5225 Viceroy Avenue NorcoCA 92860 (951) 415-4341 Fax (951) 479-5511 jerry@daltoninspection.com www.daltoninspection.com 1 REGISTERED INSPECTOR'S DAILY REPORT Oiy orOinoty of Bldg. & SafcQr Job No. Date TYPE OF INSPECTION REQUIREP • R^nforced Concrete • Prestressed Concrete • Stroctoral Masonry • Stroctoral Steel Assembly • Rre Proofing P Po w • Quality Control ^ J CSV S Oflier Job None BennitNo. c&.i<\ \ '?V7 lyjsofsmiemie Maierial DescdpdoD (type, gnde, tomce) Cuuu actor il£J^ Soboontnctor TESTS PERFORMED TWB OF SAMPLE QITSBr SIZE IDENIIFICAnON LOCAnON/TIMB/REMASKS WELDHl UCENSE # WELDER LICENSE* INSPECTION SUMMARY H-PO.Q. Hole/ cl^.x^ to.fk. -^/g" c5v"o-<-/ -fK^gc^c^^cL /-;.cj .-p^ 0^ C i^Alf. <k. OL^<L c {jU*''''AjCiA^ SP CKKHFICATE OF COMPLIANCE IBEREBY CERnrr TH4TIHAVBINSFECIED TO THE BEST OFMYlWOniXDQSAU THK ABOVE REPOBTED WORK UNLESS OTHERWISE NOIEIXI HAVE FOUND WORK TO COMPLY WniTIffl APPROVED PlJlNS,SPKCinCAriONS AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. BILUNO ENHTY DISCLAIMS ANY EXPRESS OS f FOE ERRORS OKHg^GEMCEmFULPILUNGINSIECnDKIxmES. CONnNUBD ON NEXT EMffi • PAGE. .OF. AGENCY NO. 3 UAyOFWffiK STRAIQHTXIME TIME&HALF DOUBLEUMB OX ALL mSPECnONS ARB BASED QN A MINIMUM OF 4 HOURS, OVER. 4 HOURS JS AN 8 HCWJR MINIMUM A]^Bi»X]KSniSBri1]BB0UR.»AIXniCH,iUnrB6^^ THE Na»< HOUR WRJ. BE AN ( HOUR MDOMUM AU. LAB WOK NECESMKY TO 0^ IN5IVC^ONSW^XBBIVU0D^OVV^pB,EH(H^9E|lOROOmRACIt^ AmtOVEDBY. COMPANY DALTON INSPECTION SVC, INC. 5225 Viceroy Avenue NorcoCA §2860 (951) 415-4341- Fax (951) 479-5511 jerry@daltoninspection.com www.daltoninspection.com REGISTERED INSPECTOR'S DAILY REPORT a? or Coaa9<rfBUg.& Safely Job No. Date TYPE OF INSPECTION REQUIREP JobAd&cn ^Reinforced Concrete • Prestressed Concrete • Stroctoral Masonry • Stroctoral Steel Assembly • Hre Proofing • Qoality Control • Ottier Job Nome htm i ti . ' Pennit No. Issued By Typei^Snilcnne Architect An ^ -t 'v.'V:. k ^ \ \rO-Material Oact^an Oype. grade, loaice} Fnginrrr r CA. Contractor HaspecaaWMnne Subcontractor TESTS PERFORMED TYPE OF SAMPLE CyiY. SET SIZE IDBNnHCAnON LOCAnON/UME/REMARKS WELDER LICENSE* WELDER LICENSE* BSfSPECnON SUMMARY On. Ji. t u 11 /?// *\ ^1 <t S'^Vj'''^t><r-'A., a:<:.4- X / \ - r .' r i , / / - .,7 - -i I 2 CEKIWICATE OF COMPLIANCE tHEREB¥CEimFYTHATIHAVED<Smri:H)TO THE BEST OEMYKNQWIJED^ THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTEDL I HAVE JTOUND WORK TO COMFLrWlTUIilKAFm)VEDH.Aie,SPECDTCm<XeAra>AFrU^ THE GOVERNING BUILOING LAWS. BILLING ENiriY DISCLAIMS ANY EXPRESS OS IMPLIED UABHITV FOR ERRORS OR NEGLIGENCE IN FULFILLING INSPECTION DUTIES. CONTINUBD ONNBXTPAfflB • PAGE. .OF. AGENCY DAY OF WEEK STRAKarTUME TftCB&HALF DOUBLETIMB O^MOOMUM OF 4 I^^O ALL mSPECnONS ARE BASED tXtA MINIMUM OF 4 I*XJBS. OVER. 4 HOURS JS ANS.,HOUR MINIMUM ARBl8H0UIBJ[rBflyTHBI«mJHADtanDK,ANyB^^ THE NOON HOUR WIU^ iQi »1KXJR MDOMin^iUJ;. UB WqBKiffiCESSAKY TO OOMFUSTE lNSm:n(mSW]U.8^JMflrBYOm«ER,eHGBI^(»' AHWJVEDBY . a»IPANy. DALTON INSPECTION SVC, INC. 5225 Viceroy Avenue NorcoCA 92860 (951) 415-4341 Fax (951) 479-5511 jerry@daltoninspection.com www.daIt6ninspection.com REGISTERED INSPECTOR'S DAILY REPORT City or Cottnty of Bldg. & Safety Job No. Oate TYPE OF INSPECTION REQUIREP 0Jldnforced Ccmar^ • Prestressed Concrete • Stmctural Masonry • Stroctoral Steel Assembly • Fire Proofing • Qoality Control • Oflier Qty Jobtteie 22 Typ«ofStRM»ae tl. Architect ^fatcfbl B^ci^cQ (type, snde, somce) Contractor Ins[)ectai(t)Hnw ^^^Z , ^ 7 7 /~ 7 TESTS PERFORMED TYPBOFSAMHLE SET SIZE iDBprnFiCAnoN LOCAIHWJ/TIME/REMARKS WELDER LICENSE* WELDER LICENSE* J-U mSPECnON SUMMARY z /5 c./tfv //^ re, ^fi'^ i2 ^'^U'hy' 4 <r>-t /\/,,'G ^ ^ CEBUFICATE OF COMEUANCE IHEREBYOESIIinrma'IHmiNSrECiraTOTHEBESTOFMyKNQTOE^ THE ABOyg REPOaTEP WORK UNLESS OTHERW&E WOTER I HAVE HHINP WOHK TO COMPl.YWrni THE APPROVED PLANS, SPECIFICAnONS AND APIUCABLESECnOKS OF TBE G0VERNINI3 BUILOING LAWS. BILLINQ ENTTnr DISCLMMS AMY EXIBESS OX IMPtlEDmBnJnnfFDRERROBSORNEGL;6^KX1NniLFnJJ^ \ CONTINUBD ON NEXT PAraB • PAGE_ .OF. IfX, AGENCY ^5 -\hZ'^j% OAyOFWEEK STRAIGHT TIME TIMB&HALF ;H(^]RS,OV] DOUBLEUMB ALL tNSPECnONS ARE BASED ON A MINIMUM OF 4 HOURS, OVER 4 HOURS JS AN 8 HOUR Ma4m(MAnBt8a(Xffi5k|S«fT%IKm!KAIXm]N,jW TKE HOUR WHi. BE jQMIRC^ MINIMUM ALL LAB WqnM^^ INSI>BCn(H«SmLBEPAg>«YO«WER.EN6aNEeR0K DALTON INSPECTION SVC, INC. 5225 Viceroy Avenue NorcoCA 92860 (951) 415-4341 Fax (951) 479-5511 jerry@daltoninspection;Com www.daltoninspection.com REGISTERED INSPECTOR'S DAILY REPORT CSiy or County <rf Bldg. & Saf«y Joblfo. TYPE OF INSPECTION REQUIRED • Rdnforced Coacrete • Prestressed Concrete • Stroctoral Masonry • Stroctoral Steel Assembly • Fire Proofing • Qoality Control • Oflier Jabttene ^-baled By lypeofStntimiie -XX Aidiitect Material Desct^pdoa (type, grade, KDuce) Cootractor •TR- ^ Iiispectoi(i)N8me Subconmctor TS PERFORMED TOTE OF SAMPLE QTY. SET SIZE romnracAnoN LOCATION/UME/REMARKS WELDER LICENSE* WELDER LICENSE* INSPECnON SUMMARY III w nil m llllll II IIII. iimiii Ul I n 1.11 I—.I... !• WP—II • II I I II p wm 'm n .'if ijnm'w-'fgy'^m '"'•!V^iSB!^r^m\m\'>t'U.vm II 1 — . Cl^'l J C IP ^.f - ct (Ay/ i Kir- Cc/- n ;?r C O C rJ ^ ^ t ^ SS CERTIFICAXE OF COMPLIANCE {HEREBY CEBXIFirTHia'IHAVEINSFECIXO TO THESESTOFMYKNOmmSAU THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTEIK1 HAVE FOUND WORK TO COMPLY Wnu IHEAmOVEDFlJWS,SFECTFIC«mNSAND AnUCABLESECnOiS OF THE GOVERNING BUILDING LAWS. BILLING ENHTV DISCLAIMS ANY EXPRESS OS IMPLIED LfABILrrY FOR ERRORS OE NEGLIGENCE IN FULPnJUNG INSPECTION DUTIES. CONTINUED ON NEXT PAGE • PAGE. .OF. AGENCY SPEOAUY Na DAY OF WEEK STRAIGHT TIME TIMB&HALF DOUBLE TIME ALL WSPECTIONS ARE BASED QN A MINIMUM OF 4 HOURS, OVER 4 MINIMlWAFrER8H00RSn-K«fteH0UR.iHADDrrp{,AHYlNSPK THE N0(»1 HOIK WILL BE^ 8 HOUR MIKOifiIMrX;tJ^ WOraC NBC] INSPBCnWO WIU. BE VUfi!BY OWNER, ENta&EKiat CONTRACTOR. APPROVED BY * HOU»8-»>W< 8 HOUR iidKcciEi^noiKsr COMPANY % DALTON INSPECTION SVC, INC. ' ^ 5225 Viceroy Avenue NorcoCA 92860 (951) 415-4341 Fax (951) 479-5511 jerry@daltoninspecti6n.com www.daltoninspection.com REGISTERED INSPECTOR'S DAILY REPORT G^orOnmty of Bli!^&Saf^ Job No. TYPE OF INSPECTION REQUIRED • Reiitforced Concrete • Stractural Steel Assembly • Presttessed Concrete • Kre Proofing • StrocturalMascMgy • Quality Control • Oflier JtibNmK 0(/ ! 1 BxmitNo. Issued By Tj^ofStnitwie Aiddect Material Desct^doa (type, grade, sonice) Cootractor Sttboownictat TS PERFORMED TYPBOFSAMKLB Qpnr.SBT SIZE IDBNnFICAnON LOCAEKHS/TTME/REMARKS WELDER LICENSE* WELDER LICENSE* INSPECTION SUMMARY Ly ^/C? X^17 7>^5S€j on /t^a-l' /^./^,./^ - /,^r^ (rtr C'/O /^// /^ ^ - t^/^S- /^W^ -A-^^-Z 3 - /CP/. /. dAlliOFOeMFUANC CERnFICAHi OF OeMFUANCE IHEREBYCOrrnnrTniJIHAVEINSKaiEDIOTHEM^ THE ABOVE aETOBTEP WOEK UNLESS UriHERWlSg WOTER I HAVE fOMNP WOEK TO COMTUr WimTmAPFB0>VEDH.AI<8,SPECIFK»XI(XeAIWAPfIJCABU SECnONS ^ THE GOVERNING BUILDING LAWS. BILLING ENTnY DISCLAIMS ANY EXPRESS OR IMPLIED UABIUTY FOR ERRORS OR NEGSJGENCE IN FULFILLING INSPECTION BUTEES. CONTINUHD ON NEXT PAGE • PAGE. OF. AGENCY SPECIAUY NO. DAY OF WEEK STRAIGHTTTME TIMB&HALF DOUBLETIMB ALL INSPECTIONS ARE BASED QN A MINIMUM OF 4 HOURS. OVER 4 MINIMUM AFTERS HOURSirlSByTHE HOUR. JNAI»nE3N,ANY THE NOON HC«m WIU,BE «J « HOUR MINIMUM AU. LAB WORK INSFBCnC»awnXBP^R(in> BY OWNER, EHcm4egR(«cSmRAcro^ AfPROVEDSY. COMPANY. AN 8 HOUR UNO PAST TO COMPLETE FRANKLIN INSPECTION 1726 S. Euclid Ave. • San Gabriel, CA 9177< Tel: (626) 255-2148 • Fax: (626) 270-4421 E-nmil: franklin isui'ayahoo.con Project Name Inspection Address Registered Inspector's Daily Report Shop Field SKATEOPLEX ^1 2283 Cosmos Ct, arlsbad CA 9201 Applicable Code?"Section" 2010 AWS Dl.l Section 6, Project^Specs. Contractor Permit No. Date October 7,2014 Address of Projecl 2283 Cosmos Ct, Carlsbad CA 92011 Issued by Sub-Contractor JRG Constniction All Trades Fab. Architect Engineer Plan File No Carlsbad JDA Associates, Inc. Brandow & Johnston, Inc. Structural Steel / Welding Report 1) On Sile, perfonned Ultrasonic Testing (UT) on CJP welds. 2) Calibrated index point, angle beam, .sensitivity and hori/.ontal sweep per AWS D1.I 2010. 3) Perfonned lamination check on base mclal of scan area 4) See attached U T report for details: Inspector Name (print): Certification No.: Bruce Hy No.: UT Level II / SNT-TC-1A & CP-189 Certification of Compliance / hereby certify ttiat I Iiave inspected to ttie best of my knowledge, all of the above reported work. Unless otherwise noted, I have found this work to comply with the approved plans, specifications, and applicable sections ofthe goveming buikiing laws. Time In 8:00 AM Continued on the next page Page I of 2 Project #: Time Out 4:30PM Reg. Hrs. 1.5x Hrs. 2x Hrs. *of Samples N/A Inspector's Signature All Field Services are based on a four (4) hour minimum and after four hours is an eight (8) hour minimum. In addition, any inspection extending past the noon hour will be an 8 hour minimum. Auttiorized Signature REPORT OF ULTRASONIC TESTING OF WELDS Project Name Quality requirements-Section No SKATEOPLEX Project No. FEMA 353, AWS Dl 1-2010. Section 6, Tabic 6.1 and 6 2 or 6.3 Page 2 of 2 Instrument Reference Blocks Panametrics 1 UMITyvt IIWTy Couplant sonoicch UT-X Type 11 1018 UT-X ULTRASONIC EQUIPMENTS Epoch LT 71547708 Transducers —te« r~ stfUHo. 1 K«fcT I i-2578 45°, 60°, 70° n/a 0° ULTRASONIC TESTING OF MATERIALS llarisonic UoM AB-0212I2 2.25MI1Z SNxSwtiiKo &,HalS«rtil Ko /UiW-i:!2 .75X.75 51136 "Tloail —1— J>amehi SWWKD. I'anamclrics 1 2< Mil/ 1 00' 576256 Surfoca CovMon ; Jo«Tyw Wt d»i3 Proem 1 Exam from Fad» " Clean various Splice ICAW _A/B lst&2nd 50 dl) Table 6 2 WELD LOCATION AND IDENTIFICATION SKETCH Comments: 24 welds UTOK FOUND IN WELD Weld ID, pc mark Floor gridlines, location Description tt weais) Interpretation Accepted Rejected Repaired Remarks Root-C/2-3 (x2) top/bottom beam + web splice 6 6 0 0 60°, 70° - irrOK Roof D/2-3 (.x2) top/bottom beam + web .spiice 6 6 0 0 60^ 70^ - UTOK 1 , , „, Roof D2-3 (x2) top/bottom beam -»• web splice 6 6 0 0 60°, 70° - UTOK. Roof F/2-3 (x2) top/bottom beam + web splice 6 6 0 ~o ' 60°, 70° - UTOK Tesl«l Total Welds 24 ficoBpiBa—1 24 0 R<*M*"ed fkWlAcMplinM Pinal Rcjcctmn 0 24 0 DECIBALS (dB) nNUITY (In.) \±\ ] 1 1. 1 ! 11 1 Transducer Angle (') From Face g ll i ll Attenuation Factor is •s f s *, R °- S C ipth from • Surface DISTANCE i 3 c S REMARKS 1 Transducer Angle (') From Face a b c d •?Q 1-From X FromY Q O (Discontinuity Evaluation) I, the undersigned, certify that the statements in this record are conrect and that the test welds were prepared and tested in conformance with the requirements of FEMA 353, AWS D1.1/D1.1M-2010, Structural welding code. Inspector Level UTLevclli;SNT-TC-lA&CP-189 Date Ociober 7.2014 Bruce Hy DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT a^a-Coantyof Bldg.&S«feCy Job No. DUB TYPE OF INSPECTION REQUIRED • Rmfotced CoDcrotB • Ptestressed Concrete Pstroctural Mas<agy • Stractaial Steel Assranbfy • Kre Proofing • QuaHiyCtontrol • Other JobKniB ••Y/3 /yo & lypeafStnckne AidulBct titoctM DB9cd])Ciaa (lyjxt. 0sdc« nosDe) CDDtracter TESTS PERFORMED TYPEOFSAMPUB QTY SET SIZE lOENTIHICATION UXlAnm/UME / REMARKS WELDER UCENSE* WELDER LICENSE* INSPECnON SUMMARY 7^ f/// 1^0 r/^ A^rf 4v ^yvW^cl ^ ^ 2 (A^ir/^ /'A 1^ ODcnnciurE OF COMFUANCE I HEKm cmiiT THa IBWK nsncnSD TO im oriR XN^^ THE ABOVE BgPtHlTH) WOMC UNLESS OlMOtWaK HOTm. IHAVK FOCND WC«K TO CCMFUrwrraTHKAITSOrEDnjU«,SI%CIFICA^^ THE GOVBatMNG BUIUHNG LAWS. RLUNQI HflXIY OBCLAMB AHT EXFKESS (K IMDFUB>UAaamVQBmK)UOBJNBQUKBD«Xmi^^ CQNlINUEDONMEXTPACaa • iNtmxnnoc ^15 ACSMCT SPBCIAlXy Sx DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT <x Count; of BUg. & Safety Job No. DUB TYPE OF INSPECTION REQUIRED • Reinfimred Ccmcrete • Structural StedAssmbfy • Bcestressed CJcaocrete • Kre Proofing ^ Stnictnral MascMgy • Qualiiy Control • Otiifsr 2^2-'£3 Co C-f- JobNniB PemdtNo. bsDBdBy lypeofStracHBB Ajciiitcct J pt4 MiHtiri Dracf^MdoB ^ype. sndte* •ottce) Contnctxv Sdmottador ^' u/ TESTS PERFORMED TYPE OF SAMPLE QTY. SET SI2U nJENTIFICAnON LOCAnm/miE/REMASES WHLDHR. LICENSE* WELDER LICENSE* INSPECnON SUMMARY Xl r lA^r \c CiamnCAI«OFC(»MffIJ[AI«X I)KS8SVCIKTffTTHaiBfcVKIHSl«CIlU)TO1HEnST0F. THE ABOVg BEF<MTED WOEK UNLESS OtMHUTOB I HAVE FOOW WCTBt TO THE GOVMNING BUaiXNG LAWS. IBXINQ KNTITY DBCUIMS AKT EXFSESS OB »UAHUnrroKKniOS80RIWGUIBENCBINnBJnKUNGOem^ CONHNDED (»f NEXT FAES • PASE_ DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT 09 or Coon^ of Bldg. £ S>fe9 Job No. Datt /0'-7-/Y TYPE OF INSPECTION REQUIRED israssr • ReanfcHXied Concrete iZ-StnKtoral Steel Assembly • FtestTKsed Coocrete • Kre Proofing • Sttactoral Masrany • C^iality Control • Otiier JobltaM PetmiNo. C /3 1^0 ^ i ^ UraoedBy of Stracttne TIP Aidutect Mricrid Dno^piion (bype, giade. none) Coutuctoc TESTS PERFORMED SabooMtaclar TYPBOTSAMPIE QTY. SET SIZE iDENnncAnoN LOCMim/TIME/SEMASKS WELD0{^ UCENSE* WELDER LICENSE* BSrSPECnON SUMMARY CJKKimCATE OF COMPLIANCE IHEKEBYCEHTFYTHATIHAVK WSmnTOTOTHKBESTOriWlWOmSIXIKALLOr THE OOVODONG BUOJNNG LAWS. ntUNG gJOTIY IBSCLAIMg ANY JEXPKESS OB IMPIJDroLIABnjmffORKEltt)B80RNKGlWH«Xmri^ CONTINUED ON NEXT PAGE • PAGE. AC0iCY DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT 09 or Cwa9 of Bldg. & Safe9 • RdnfiHX^ CoQGrete Stroctoral Steel Asseiobfy • Prestressed CcMKaete "^^H Kre Proofing • StrortoralMascMiiy • Qualiiy Control Job No. TYPE OF INSPECTION REQUIRED lobiUU" • OdMa- 3V-cvft oyic>c Co3 n/v.o3 Of JobNiBW Pennit No. ItsoodBy lypeofSmcMiB Aiddlect Itedsl Detfci^Mkn (^pe, snide, aottse) Sabcaaecadar pill T/^c^dc-j TESTS PERFORMED TYPBOTSABiiPlE QTY SET SEE rDBNTCPICATION LOCAniCKN/tlME/REMARKS WELDER. UCENSE* WELDHl UCENSE* \^ll SU-tg /I ON SUMMARY / /^CA(yU 'AJ(^.-T^12^ -fPl. I ^ lA/i^U lSt>uCr^ 1-0 7? cEKrmc/unKOF« I HEKEinf CEUOT THS I HAVE DGnCIEDTO THK BISX or ltr THE ABora BmxnED msK imESs oiHisinBB NonnQx I COMPLY WnHTT«AmK3ra> HANS, SPECIFICAnC»« Afm AITUCA^ THE QoraxnNG mnuHNG LAWS, BIUJMQ Kjfixnr DBOUBW ANT EXPRESS <m IMmH)LlABOJrYro«EBaMBOBNKGLKJENCED«»PL^^ 0QN13N0EDW NEXT PACE • PA<jsa_ -OF. AGENCY sracuuT Na mYOFWEEK SISMGHTmiE TIMB&HAU' DOUBLB-nME 9^ ALL mspecnxG ARE IfflUMUKAFrEKS B0U8S IBB NOON BKUm WOb •NSTBCnONS WILL BE I or 4 aXBS, OVK 4 BCXKS IS AN t WXIR LiwAMOT».AHTBiBraniowBpE»iaay>B«r I aOmMDOMUH AUJ r OWNER,) DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 ^ iXabNo. REGISTERED INSPECTOR'S DAILY REPORT TYPE OF INSPECTION REQUmiai ']<ibAddRa • Rdbafraccd CoDcrete • Rcestressed CcMKaete • Stcotanral Masooaty SttiKtural Steel Asscanbty Rre Proofing • QiialityCcHitrol • Oliier JobNime FIBHAND. iBindBy lypeof Stmctme Aiciiitcct Itonid Deaolpdaa (i9pe, gtadc KOKe} Cuuti actor Ii^xna[(<)NKt>(! le . ^ TESTS PERFORMED TYPE CH'SAMPLE QTY SET SIZE ix)CAnnm/mcB/KEhiAHKS WHJDER UCENSE* WELDER UCENSE* INSPECnON SUMMARY CEKTIFICATE OF COMPLIANCE I hKKKtiy LMJSturi THAT I HAVK D6!na;ifeuTO THK BESI OS' MY KNOWIJOXJE ALL OF raE Aoovs meosTBD WORK IS«JBSS OTHEKWEB! Norm i EAVK JKXINB WOM TO COMPLY WnMTHIf APHSOVED HANS, SIPECIFICAnONS AND APIUCAHLE SBCTMNS OF THE OOVEKNNG BUUNNG LAWS. BILLING Hflmf nSCLAIMS ANY JEDKESS OB DmJEDLtABnjrrYFDBEKBOWOENBaJKHNCKrNrijlJILUNGIf^^ COKIINUED ON NEXT PAGE • PAGE. -OF. SPBCIAUY Na DAY OF WEEK STUAIGHTUME UMB&HALF DOUBLE UME ALL'DQPeCnONS ARE BASED OH A MDfflAJM OP 4 BDUgS, OVm 4 HOUDS J$ AN « BOUR iNspBcnacwtti.B*MD BY OWNER, mai^ >C COMMNY DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT Ci^ Of Coonqr of Bldg. A Safev Job No. Dam TYPE OF INSPECTION REQUIRH? • Reinfiorced CoDoste • Prestressed OnicretB • Stroctoral Masonry Q^StnKTtural Steel Assranbl^ • Rre Proofing • Qualiiy Control • Other JobNims <- 0 Petmit No. C/3 i^/c <^TT DmedBy lypeafSmcBne r:]E; Aiclutect ou^MT ci IC Io^-^ MitprM Dwtec^pdon C^ps, gmdct •once) ODDCncter TESTS PERFORMED TWBOTSAMPIE QTY SET ST2K IDBNTCFICATION LOQVnON/UME/REMAKES WELDl^ UCENSE* WELDER UCENSE* INSPECnON SUMMARY CD.nyi ,>.i^/'i^S Cc^f^i^ - {/U/^\ -FO/^UJ -/UfL^T^Ji^-Oin. t '<Lr Ca<fc^ ^gt>T^ Ot 7^ 99^ CKKimcAnB OF coMmAi«3: IHEKKOTCSETireTHATIHAVKINSTOrreDTOTHKBmOf MYKNOWLSDGK^ THK ABOVE BEFOBTED WOKK UNLESS OTHESWISIS NOTEDL IHAVB FOCND WOM TO coiiimrwtiHn«iOTowDHAHa.8wagHa^^ THB GOmNING BtHLDiNG LAWS. BtLUNO BNIHY HBCUMB ANY EXFKESS OB IMHJEDIl«IlXrYFmKMO«SOBNE(HJGENaED«rUL«IXJNG CXJNUNUED W NEXT PAiffi • PA<5E_ .OF. ACENCY snadALTY Na mYOFWEEK STRAJmrmiE TIMB&HALP DOUBLBTIME A)a'iNsreciiixB AIS BASED m A loimflM OF 4 aouKS, twBB 4 Bans IS MpnMuiii.MTOiiBorasnyeaHEHPtaLWAMCTiMKm IHE HOOM Hnn WILL B«3irtHa«RMIMMIM^^^ INaFBaiaNSWEX.BBq[^0BYOimEB.EHDmBB^ ^^>^ AFROVEDBY ^ COMMNY DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT Otf or Coimgr of & Safety Job No. TYPE OF INSPECTION REQUIRMI Job Nms • Rranfnced Conraete • PrKtr^sed C(Micrete J3^Stroctmral Nbs(Miry ja^Stroirtural Steel Ass^oibly • Kre Proofing • Quality Control • Other BomitNo. \Uo lasnedBy T>peof StrocHoe . , ^ 11 ARbitBCt ItediLl ]>B«oi^lkB (Qrpe. gnA^ Kmee) Oontnctor i7> /^c.«x (i> 1^ 3 or TESTS PERFORMED TYPBOFSAMPIE QTY SET SIZE IDENTTFICATION LOCAm»{/UME/SEMASKS 7^ /xd C.-^f r^o WHLDHR. UCENSE* WELDER UCENSE* / cgi INSFECnON SUMMARY .. ^ . ^2 -/- of l,ouv ) cyj^y^l i^e..^ cyyx rv >>•< ^.'7r lAy^/'<> ^ 1/ J / - UJ 9ox Z2 1 / ^ ^/^^w z::.^ co-i/i^ c/f:c^-i^si> ^c<^i^u^ /7^<^A/-i^i /z./?<. ^c.^c^^ LyLlL2± y2C CXSBTIFICiaVOFOMMDnJANCE I HEREBY CmaiFYTHATI HAVK INSPECTED TO THK BmOJjrYKNOWOJEI^ THE ABOVE BEFOBTED WOU UNLESS OTBESWISE VOTB). I HAVK FOUND WOK TO ocNmxwiraTOKArnonm I1AN5, siECDicmiieAND AF^^ THB eOVEBNING BUDJMNG LMR. BOXING BWirY OBdAlMB ANY EXFKESS OB IMPUED LIABIUTIfTOKSEHOBS OB NHHJGENCEJWfUiyiLLINGDereC^ CQmiNUH3(»f NBXTFAEaS • PAGBL SPBCIALTY DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT CS^orComByof Bldg.&S«&ty JZfStnx^msl Steel Assembfy • Kre Proofing • Quality OMitrol Job No, TYPE OF INSPKmON REQU • Reinfiwced ConcretB • PrestTKsedCOTcrete Stroctoral MascHuy • OdMa- Jdbltane ItaidlNo. Issued By tterid I>Eaa4piioB gnde. Knee) OciDtractar StdBooBactor TESTS PERFORMED TYPBOFSAMPIE QTYSBT SEE iDEimFicAn(»4r L0QVm3N/TIME/SKAMSKS W£U>ER UCENSE* WEU>ER UC®JSE# INSPECnON SUMMARY - /fo7{ /yVA ^^z: z -/)^'-hHC/ ^/J/J" tJoyj/^ htr^*e^ /oo/'^S /^r-zrmU U/A 5 // J^J-^ {Ay<^ /</cxl /-c r> r Ti^i~<!^ U/pr CJS. CBKimCAaRBOFCXAfPUANCE t VOBSSi CUUm THAT I HAVK D6l*C"HSU TO THK KST QT lOr KNQWLEDQSALL OF THE ABOVE BEPtSBXED WOBJC UNLESS OmOXWISB NOTSa. I HAVE FOCND WOBK TO c(Mwnxwim'niKAFRiavEDnjMS,sncira^^ THE GOnOtNMG BtBUHMG LAWS. BILLING ENTITY nBCUIKB ANY E3CPKESS OB LMPUEBUABILmroBKRBOSSOENKGUGaCEWrUUM^ CCHUnNDTOWINBXrPAGB • DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT 09 or Ooongr of Bldg. & Safety Job No. DUB 9 iS-'/y TYPE OF INSPECTION REQUIRED • Rdoxforced CcmcretB • Prestressed Ccmcrete l3-StructDral Nfasoray^ l^tnu;taral Steel Assembly • Rre Proofing • Quality Control • Other Job Kins IlODitNo. UnaedBy lypeofStnctae MMotal Oesct^tfoB (9pe. gnde, Kwce) Conttactor SabcooBiGtar A// r^uJlJ TESTS PERFORMED TWBOFSAMFIE QTY SET S3XB ismrrmcKnGs LOCAIXCW/UME/REMARKS WELDm UCENSE* WELDER UCENSE* INSFECnON SUMMARY (J .A^ptUt-CcL- fhC^ jOl£ir^^. /h^f ^/ I " rmU 4^/^ (jr//c/ /,f'^L V V- Z f// rf.^H i^tlH.^i^ y,~f (A/ ^1^ /^uc:.f fry-rdcy-^ LfnC^ A U ^ ^ // - (^'^ Tu// y?(A LA^c/dctC /c^y^yiOC^A'cyt,.^ J2- iff,. ^/l^c /c, w to /? re ^ ou^cL d amrncAne OF COMPLIANCE I HE»m CtXIDVTBJXI HAVK nsnCIEDTOlHK sm OrHr XNO^^ COMHYWrrHTHKAPPSCWED HANS, SPECIFICAnONS AM) APPUCABLE SKCTKINS OF THE GOVERNING BUHJHNG LAWS. BDUUNQ KNTITY RSdADB ANY EXFRESS OB IMPIJIOJ UABIUTY FOR KBROtBOENECM(HNCEmnJlJTlIJNGI!«reCT^ CQNIINUBD <»f NEXT PAGB • PA0BL .OF. INSPECTO* -LL AGENCY SFKOALTY Na BAYOFWEEK ST8AK3m'TlME TIMB&HALF POUBLBllME AU. INSPBCnCie ARE BASEOm A UNBAM OP 4 aOUBS, OffiB 4 »^ MINMURAFIERSHOORSjrgB^rHEBCmiNAIXmCW.j^^ IBB NOON BKXra WIU,A«rrgaO<ntllMIMIBt^{lrM^ DBFBOiaNSWnXBaflUDBYOWNHtEHggSBeCWC^^ APPROVED BY DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951)479-5511 REGISTERED INSPECTOR'S DAILY REPORT Olf or Conn? of Bldg. & Safev Job No. DUB. 5^ TYPE OF INSPECTION REQUIREP • Reinforced Qmcrete [^troclmSSteelAssmbly • Prestressed QMucrete • Kre Proofing • Stnffitural Mas<Miiy • QuaHty Control • Odier JbbNnM Pcuuk TflcctSOaemf Aidutect Vfakdil Ikaci%(iaa ^po, gnkfe. Knee) ODDtnctar TESTS PERFORMED TYPEOFSAMPLE QTY SET SOB. ISBNTiraCAnCSf LOCAnXH^/UMB/REMARKS WELDmi UCmSE* WELDER UCENSE* 14 Ui St^u INSPECnON SUMMARY r6o/ B/e.l^^hlJ^ ('^} 'f^'^'^^ /^^'^ Cc^y^yvtc//u^S yP/^ CrJrc/tr 'Uj ^0X1^-71 G/^i d i^\^ C^ O ^ MX/^r-/^<r^^- 1 -6 CKKl'inCATB OF C0MFIIANCE IHE8E8YCISTIFYTHATIHAVKINSFKTO)TOTHKBmOf MYIOWWLKDGEAIXOF THE ABOVE SEFOBIED WOKK im£SS OrtBEXWISE NCflBX I HAVE FtXIND WORK TO CXMrCPLY WTTH TCT APPROVED PLANS, SPECIFICATKJNS AW APPU THE GOVERNING BIULDING LAWS. BlUDW EKHIY DHXXAIHB ANY EXPRESS OB lUABOnVIORBUOUCnNSGiaraiCBINnBJniUNGINSnC^^ CQWnNOED W NEXT PAGE • PAOB .OF. *rawc? SfSOAlrY Ma DAY OF WEEK STRAIGHT TIME TIMB&HALF DOUBLBTIME ALL OrasOrBXa ARB BASB) OML^^nraAM OF 4 BOintS, (WBR. 4 IBE N(XM HOUR WILL BB^lCra^MIHDilM AU lNSFBaXBQWEJ.BEnUMfo«mES.E»nD«p»«ROmKA^^ APfCfwenirr If^^KXC— C HOURS IS AN S BOUR now EXIBNDB* FAST OOMMNY f DALTON INSPECTION SERVICES, INC. 3256 Dapplegray Lane Norco, CA 92860 (951)415-4341 Fax (951) 479-5511 REGISTERED INSPECTOR'S DAILY REPORT Gtr or CoDoty of Biilg.& Safety Job No. TYPE OF INSPECTION REQUIRED rmssss • ReinftMrced ConcretB • Prestressed Concrete • Stroctoral &fas<Mgy • Structural Steel Assenibfy • Kre Proofing • Quality Control • Oflier 2 2.%?. rcS^yr^aS. C-^ A3 BamitNo. cn> IVO leoedBjr lypeof&tactnic AicUlicct Miietfal Ocjcriptiop (typo* sndfe. •ottce) di OoDtracKx* f ITT StifaoQolnclor TESTS PERFORMED TYPBOTSAMPUB QTCSBT SIZE mESTmCmCm LOCATION/TOffll/REMARKS WELDER UCENSE* WELDER UCENSE* mSPECnON SUMMARY •/'lyll i^t^ fo^A lu/"^^^ -u.tUecL b^/4k.^ /1A(^/^ Uy^ AyTE^. 2^ U^th^/^ C^ lAraOFC^MffUAMC CBRIVICAra OF COMPUANCE IlffiREBYCESmnfTHATIHAVKINSFECTTOTOTHKBISTOf MYSa^CTOEDOT THE ABOVE REPtMmSS WORK WSLESS OTBBRWIBE NOIKO. I HAVE FOUND WORB TO CmCIIjr WITH THE APHWWED HANS, SPECnTCimC»«AND AP OF THE GOVERNING BUIUMNG LAWS. BILLDiQ BNITTY IMSaUUMB ANY EXPKESS OB JUABnjrrrFOBKRROJBORNKGLKaJCXmnJLnLUNGINSre^^ OONTINUBD NEXT PAGE • PAGE. -OF. DAyOFWBEK STRAKJHTTIME TIMB&HALF DOUBLETTME AU, INSPfSCnONS ARE BASED QN A MBHMUM OF 4 HOURS, OVER 4 MDOHUKAFimsaoussiriiBan^BcmiNAnxnoK, THE HOOH aOIBt WIU. BB nCPBCTKJNS wu, BB PABjfjrfOWNER, ENCStSS^^dK CXNTKACTOR. AFHSOVEDBY. COMPANY B AN 8 HOUR HAST DRS August 28, 2014 Mr. Alex Dunaev Icetown 10540 Magnolia Avenue, Suite A Riverside, CA 92505 Subject: Report of Geotechnical Observation Building Foundation Excavations Skate-O-Plex 2283 Cosmos Street Carlsbad, Califomia URS Project No. 27661424.10000 Dear Mr. Dunaev: This report presents the results of geotechnical observations performed by URS Corporation Americas (URS) during the excavations for the building foundations for the above referenced project. The observations described in this letter are limited to the eight spread footings that will support the relocated structural columns. The scope of our services was based on our proposal dated July 17,2014. URS previously prepared an update geotechnical report for the project dated March 3,2014. The structural drawings for the project were prepared by Brandow & Johnston, Inc. and are titled "Skateoplex Training Facility, Carlsbad, CA," dated June 19, 2014. The primary purpose of this letter is to provide a professional opinion that the geotechnical aspects of the project have been completed according to the intent of the design specified in our geotechnical report and the project plans. URS is only responsible for providing a professional opinion regarding the geologic and geotechnical aspects of those portions of the project where we have provided observation services. FOUNDATION EXCAVATION OBSERVATION A representative from our firm observed excavations for the spread footings on August 18, 2014. During our field visit, we observed that the footing excavations are foimded in firm and unyielding formational materials that meet the requirements and recommendations from our update geotechnical report. All excavations were constructed to the design dimensions. URS Corporation 4225 Executive Square, Suite 1600 U Jolla, CA 92037 Tel: 858.812.9292 W:\27661424\10000-a-l.docx\ Fax: 858.812.9293 URS Mr. Alex Dunaev Icetown August 28, 2014 Page 2 CONCLUSIONS It is our professional opinion that the geotechnical engineering aspects of the foundation excavations are in compliance with the recommendations presented in our report and the geotechnical aspects of the referenced project plans. Based on our observations of the foundation excavations as detailed above, the footings were excavated to a satisfactory depth and loose material was sufficiently cleared from the bottom of the excavation. CLOSURE The conclusions and opinions drawn from the site observations apply only to the foundation excavations described herein. We accept no responsibility for any subsequent changes made by others, by uncontrolled action of water, or by failure of others to properly repair damages by uncontrolled action of water. Professional judgments represented in this report are based partly on our evaluation of the technical information gathered, and partly on our general experience in the geotechnical field. Our monitoring does not imply a guarantee or warranty of the contractor's work. URS warrants that our services were performed with the usual thoroughness and competence of the engineering profession. No other warranty or representation, expressed or implied, is included or intended in this report. If you have any questions regarding this report, please contact me at (858)-812-9292. Sincerely, URS CORPORATION !elly Giesing, G.E. 2749 Senior Project Geotechnical Engi J V27661424 IcBlown - SI«l»-O-PI«x\017 PROJECT DELIVERABLES\2014-08-28 Skate-O-Plex.Bldg Fdn Obs Report (URS) doc\28-AuB-14\SDG EsGil Corporation Jn Partnership witfi government for Guiding Safety DATE: AUG. 15, 2013 • APpktt5ANT ^yim\s. JURISDICTION: CARLSBAD Tu PLANREVIEWER • FILE PLANCHECKNO.: 14-888 SET: IV PROJECT ADDRESS: 2283 COSMOS COURT PROJECT NAME: SKATEOPLEX I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. XI 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: JOHN DE FRENZA EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: JOHN Telephone #: No ph# provided Date contacted: (by: ) Email: iohn(5)defrenza.com Fax #: Mail Telephone Fax In Person XI REMARKS: Glycol amount in proposed closed use system under the ice in a contained area must be reviewed by the Fire Department and Building Official for approval. By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA • EJ • MB • PC 8/10 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In (Partnersfiip witfi government for (Building Safety DATE: AUG. 6, 2014 • APPLICANT »»JURIS. JURISDICTION: CARLSBAD • PLANREVIEWER • FILE PLANCHECKNO.: 14-888 SET: III PROJECT ADDRESS: 2283 COSMOS COURT PROJECT NAME: SKATEOPLEX I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. XI 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 I I The applicant's copy of the check list is enclosed for the jurisdiction to fonA/ard to the applicant contact person. X The applicant's copy of the check list has been sent to: JOHN DE FRENZA I I 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: JOHN Telephone #: ^/^^t^p^^vy^^J Date contacted:^^ ^^"^^-^ ) Email: iohn(a^defrenza.com Fax #: ^Mail / Telephone Fax In Person XI REMARKS: Please see attached for remaining items from previous list. By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA ^ EJ K MB • PC 7/29 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 CARLSBAD 14-888 AUG. 6, 2014 GENERAL 1. Please submit four sets of revised, stamped & signed to the city for review & approval. • WALLS 2. On Sheets A2.0 & A2.1, some ofthe wall legends do not match what is depicted on plans. Delete the ones not relevant to this project & add the ones consistent with what is shown on floor plans. [A reminder that Sheet A3.3 was missing from your submitted package and Sheet AO.O (e-mailed version) was updated as opposed to the one submitted to the City]. • ADDITIONAL 3. Please see attached for P/M/E items. 4. To speed up the review process, please note on this list where each correction item has been addressed on plans. The jurisdiction has contracted with EsGil Corporation at 9320 Chesapeake Dr., #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. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ENERGY (2010 CALIFORNIA BUILDING ENERGY STANDARDS) 48. Include the demising wall locations on the plans that will require the new R-13 insulation. As I believe the idea behind the space conditioning in this building is that the large rink area is not space heated or cooled but has the ability for mechanical cooling from existing units to help with ice presen/ation and the non- rink areas (with the exception ofthe locker rooms) have heating and cooling potential for habitable rooms. If this is correct, I need to see the envelope design separating the conditioned and non-conditioned areas. For example: Grid line B5 (2"'^ floor) separating the rink area from the exercise room will have an energy design for that wall. Please include this information for all walls separating the conditioned and non-conditioned locations as well as roof and floor/ceiling assemblies as required. Note: If you have any questions regarding this Electrical 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. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. The notes in bold underlined font are current. CARLSBAD 14-888 AUG. 6, 2014 PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 8/5/2014 • PLAN REVIEW NUMBER: 14-0888 SET: III PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 140. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet ofthe plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 141. The response now states: "Glycol now noted." Where and how is it noted. Note as per CBC. Table 307.1(2) onlv 500 Ibs. (50 gallons as per foot note I of "toxic" material can be used in a closed svstem and with fire sprinklers the allowed amount can be doubled to 1.000 lbs. (100 gallons) with out being an H occupancy. But the amount of proposed Glycol seems to be much more. Please address. Provide data on the proposed hazardous materials to be stored and used. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). A) Clearly show the fypes of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. B) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. D) Note: If hazardous materials are present in any amount, fonward this information to the mechanical designer for design compliance with CMC Chapter 5. 142. Sheet P-5.1 Plan Note #4 shows "Melt System Drainage by Others." Please provide proposed construction plans for the Melt System drainage in Zamboni room. Please provide data to show the landscape area receiving the drainage from the Zamboni Parking & Melting Pit has the capacity to receive the maximum ice melt without draining across the property line. Provide Perk. Data. 146. Sheet A3.2 does not address the existing walls that were within the interior of the conditioned spaces that are now separating the conditioned spaces and the non-conditioned spaces. See item #48 in energy corrections. Show the required insulated wall between the conditioned floor areas and the non-conditioned space. CARLSBAD 14-888 AUG. 6, 2014 PLUMBING (2013 CALIFORNIA PLUMBING CODE) 147. The Minimum Plumbing Fixture calculations on sheet AO.O do not follow the 2013 CPC. There is no Table 4-1 in the current code. Please us the correct occupancies for the calculations of reguired fixtures. A complete review will be done when the corrected calculations are provided. The 2013 CPC calculations have changed. Provide calculations to show compliance with CPC Section 422 & Table 422.1. (Minimum Plumbing Facilities). 149. Please correct the totally new water line sizing calculations on sheet P-1 as per the following: Correct the water line sizing calculations on sheet P-1: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix 'A'. A) Please correct the sizing calculations using the 2013 CPC. The design table numbers used are from the 2010 CPC. B) The Plumbing Fixture Schedule does not list the shower fixtures- Note, most all pressure balancing shower valves reguire minimum 20 psi to operate. The water line sizing calculations only allow 15 psi for plumbing fixtures. Please correct. C) Correct the water fixture units in the water line sizing calculations as per CPC. Table A2.1: 1) Use the Assembly column for the water closets(3.5 F.U. each, urinals (5 F.U.) and drinking fountains (0.75 F.U. each). 2) Correct the MOP Sink fixture units (3 F.U.). D) Please provide pipe sizing tables for both hot and cold water piping systems, showing for each pipe size the maximum allowed GPM. velocities, tank type fixture units and flush valve fixture units (for the urinal). E) A complete water line plan and sizing calculations will be done when the complete corrected water line sizing calculations are provided. 150. Use Assembly column for the tank type water closets (6 F.U. each), urinals (5 F.U.) & drinking fountains (0.75 F.U. each). The corrected total waste fixture units is 100. as per CPC. Table 702.1. On sheet P-1 correct the Waste F.U. Calculations as per CPC, Table 702.1. The fixture units for the water closets, urinal, non-residential Kitchen Sink and floor drains are incorrect. 157. The detail 5 on sheet P-1 now show the maximum water temperature as 120 degree F. and 110 degree lavatories (inked in on the plan). The tempering valve can only have one maximum temperature, not two as noted. Please correct. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 421.2. Energy Standards 110(C)3. CARLSBAD 14-888 AUG. 6, 2014 162. No responses provided and the floor drainage and data on the shower controls and shower head have not been provided. Please correct. Correct the proposed the proposed gang shower plans and provide construction plans and details, to show compliance with the following: A) As per CPC, Section 408.8: "Floors of public shower rooms shall have a nonskid surface and shall be drained in such a manner that waste water from one bather shall not pass over areas occupied by other bathers." Provide construction plans for the proposed gang showers and show the floor drainage systems. B) As per CPC, Section 408.9: " "Control valves and showerheads shall be located on the side wall of shower compartmens or othenwise arranged so that the showerhead does not discharge directly at the entrance to the compartment so that the bather can adjustthe valve prior to stepping into the shower spray." MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) Mechanical plans substantially comply with the jurisdiction's mechanical codes. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek 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. CARLSBAD 14-888 AUG. 6, 2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLANCHECKNO.: 14-888 PREPARED BY: ALI SADRE, S.E. DATE: AUG. 6, 2014 BUILDING ADDRESS: 2283 COSMOS COURT REVISION ON AUG. 4. 2014 BUILDING OCCUPANCY: B/A/Sl TYPE OF CONSTRUCTION: V-B/SPR. BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ADD 1331 REMOVAL 1909 REMODEL 31269 Air Conditioning Fire Sprinklers TOTAL VALUE 1,375,000 Jurisdiction Code CB r By Ordinance Bldg. Permit Fee by Ordinance jrj $4,751.12 ' " ' • 1 Type of Review: F Repetitive Fee .^j Repeats F? Complete Review r other l_ Hourly EsGil Fee r structural Only Hr. @ $2,660.63 Comments: *REVISION BASED ON THE APPLICANT'S CONTRACTOR'S ESTIMATE. Sheet 1 of 1 nnacvalue.doc + EsGil Corporation In (Partnersfiip witfi government for (BuiCding Safety DATE: JULY 15, 2014 • APPLICANT JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLANCHECKNO.: 14-888 SET: II PROJECT ADDRESS: 2283 COSMOS COURT PROJECT NAME: SKATEOPLEX I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ^ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW I I 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: JOHN DE FRENZA I I 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: JOHN Telephone #: ^Date contacted:-^j^ (by:\^^) Email: iohn(5)defrenza.com Fax #: Mail Telephone Fax In Person XI REMARKS: Please see attached for remaining items from previous list. Do not respond to the previous list, as some items have been modified to reflect the updated plans. By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA S EJ K MB • PC 7/3 9320 Chesapeake Drive, Suite 208 • San Diego, Califomia 92123 • (858)560-1468 • Fax (858) 560-1576 CARLSBAD 14-888 JULY 15, 2014 GENERAL 1. Please submit four sets of revised, stamped & signed to the city for review & approval. • PLANS 2. Any portion of the project shown on site plan that is not included with the building permit application filed should be clearly identified as "not included" on site plan or Title Sheet. Sec. 107.2. I.e., site walls, fences, pates, signage, etc. 3. Include the following code information for the proposed remodel on Title Sheet: • Justify actual versus allowable area per TBL 503 (as applicable) - Per floor & total. 4. Specify on the plans the uses of all rooms or areas. Sec. 107.2. Specify on plans exercise only is permitted in the open area. 5. On the cover sheet of plans, specify any items that will have a deferred submittal (fire sprinklers, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred items shall be submitted to the registered design professional in responsible charge, who shall review them and fonA/ard them to the building official with a notation indicating that the deferred documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred items shall NOT be installed until their design and documents have been approved by the building official." . SITEPLAN 6. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." • STAIRWAYS 7. The plans should clearly label the stairs as being either "interior exit access stairways" (Section 1009.3) or "interior exit stairways" (Section 1022). 8. Interior Exit Stairways should be enclosed as specified in Section 1022: a) One-hour rated fire-resistive barrier walls are required for this building. b) Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures. Section 716. c) 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 1022.5. • WALLS/GLAZING 9. The wall legends, as shown on floor plans, do not match what is noted under legend on A2.0. 10. Specify on a window schedule the glass type & thickness to show compliance with Sec. 2404. 777/s information should match all new windows on both floors. CARLSBAD 14-888 JULY 15, 2014 11. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: >'\/so manv windows are not called out on plans: a) Fixed and openable panels of door assemblies. b) Fixed or operable panels adjacent to a door where the nearest vertical edge of the glazing is within a 24" arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60" above the walking surface. c) Individual fixed or operable panels that meet all of the following conditions: i) Exposed area of an individual pane is greater than 9 sq ft, 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 are within 36" horizontally of the plane of the glazing. • ROOFS 12. Specify a Class A roof covering for addition/alteration. Table 1505.1. City Policy. 13. Specify min >4"/ft. roof slope for drainage for new addition. Section 1507.10.1. 14. Show details & references on plans for the skylights being closed off as noted on A2.3. • MISCELLANEOUS LIFE/SAFETY 15. Specify on the plans that the draftstopping and fireblocking from Section 718 will be installed (combustible construction). a) In CA, the exception in Sec. 718.4.3 (draftstops for attics) was modified for Group A, to state that the area between draft stops may be 9,000 sq ft & horizontal dimension s 100'. 16. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-10 Sec. 13.5.6.2.2 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 %" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.^ must have horizontal restraint wires (typically consisting of (4)12 gage wires splayed 90° to each other & sloped 45° to horizontal, spaced 12" o.c). f) Ceiling areas over 2500 ft.^ 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. 17. Assembly occupancies must comply with Sec. 1028: Provide OL calc's. to show compliance: a) In California, the following wording was added to Section 1028.3: "At least one-half of the additional 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 one hour rated corridor to an exit." CARLSBAD 14-888 JULY 15, 2014 . ACCESSIBILITY 18. Please note on plans that all existing facilities are HC complying field verify. Also see attached for what is required to be noted or shown on plans. • NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, 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 1.000 sa. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 19. Storm water pollution prevention. Note on the site plan that for projects which disturb less than one acre of land shall prevent the pollution of storm water runoff from the construction activities through one or more ofthe following measures (Section 5.106.1): a) Best management practices (BMP). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. See Section 5.106.1.2 for specifics. b) Local ordinance. 20. Bicycle parking. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. 21. Low-emitting, fuel-efficient and carpool/van pool parking. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details for the parking must be submitted and approved by City Planning Department. 22. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 23. Grading and paving. Note on the plans that the grading plans shall show how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. CGC Section 5.106.10. Exception: Additions/alterations that do not alter the drainage path. 24. Moisture control. Note on the plans that landscape irrigation systems shall be designed to prevent spray on structures. Exterior entries subject to foot traffic or wind-driven rain shall be designed to prevent water intrusion into the building. CGC Section 5.407.2.2.1. 25. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 26. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 27. Waste reduction. Note on the plans that 100% of trees, stumps, rocks, and associated vegetation and soils primarily from the construction will be reused or recycled. CGC 5.408.3. 28. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. CARLSBAD 14-888 JULY 15, 2014 29. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 30. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 31. Pollutant control. Note on the plans that VOCs 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 5.504.4. 32. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 33. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants ofthe prohibitions. CGC Section 5.504.7. 34. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. 35. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1: a) Within the 65 CNEL noise contour of a freeway, railroad or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. b) Within the 65 CNEL noise contour of an airport. c) Note on the plans whether or not this addition or tenant improvement is located within the areas listed above. 36. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. 37. Indoor water use. For building additions in excess of 50,000 sq. ft. show on the site utility plan separate sub-meters per CGC Section 5.303.1 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 or beauty/barber shops. 38. Water reduction. Show on the plans the following maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. For additions or alterations, this only applies to new fixtures. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Showerheads 2 gpm @ 80 psi Lavatory faucets-nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle Water closets 1.28 gallons/flush Urinals 0.5 gallons/flush CARLSBAD 14-888 JULY 15, 2014 39. When a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 2 gpm, or the shower shall be designed so that only one head is on at a time. CGC 5.303.3.3.2. 40. Outdoor water use. Note on the plans that a water budget shall be developed for landscape irrigation use that conforms to the local water efficient landscape ordinance. Where no local ordinance exists, show compliance with the California Department of Water Resources Model Water Efficient Landscape Ordinance. See Sections 492.5 through 492.9, 492.10 and 492.11 of the State ordinance at http;//www.water.ca.qov/wateruseefficiencv/docs/WaterOrdSec492.cfm . 41. Outdoor water use. Note on the plans that for new water service (or additions/alterations with > 1,000 square feet of cumulative landscaped area), separate submeters or metering devices shall be installed for outdoor potable water use. Also, irrigation controllers and sensors shall be installed. CGC Sections 5.304.2 and 5.304.3. 42. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. . STRUCTURAL 43. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 44. Note on plans that surface water will drain away from building. The grade shall fall a min of 5% within the first 10' (2% for impervious surfaces). Section 1804.3. • ADDITIONAL 45. Please submit a contractor's estimate for this proiect to include the complete scope of work under this permit. 46. Please see attached for P/M/E & HC items. 47. To speed up the review process, please note on this list where each correction item has been addressed on plans. The jurisdiction has contracted with EsGil Corporation at 9320 Chesapeake Dr., #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. ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ENERGY (2010 CALIFORNIA BUILDING ENERGY STANDARDS) 48. Include the demising wall locations on the plans that will require the new R-13 insulation. Review the mechanically conditioned areas and the architectural redesign of the demising walls between the unconditioned rink and the CARLSBAD 14-888 JULY 15, 2014 conditioned areas. Those new (demising) walls will require R13 insulation; some exist uninsulated at present. 49. I'm not sure about the new demising wall design (full height?) but address how the roof envelope/ceiling separates the conditioned/non-conditioned areas. See above. Note: If you have any questions regarding this Electrical 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. NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers ofthe items are from the previous check list and may not necessarily be in sequence. THE NOTES IN BOLD FONT ARE CURRENT REMAINING ITEMS. PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 6/15/2014 • PLAN REVIEW NUMBER: 14-888 SET: II PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 140. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet ofthe plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. 141. No response provided and no proposed hazardous materials data provided. Provide data on the proposed hazardous materials to be stored and used. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). A) Clearly show the types of hazardous materials being stored or used. Provide a list of the proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. B) Clearly show the amounts for each type of hazardous material to be stored and in use. C) Clearly show the locations in the building where each type of hazardous material is being stored or used. D) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. CARLSBAD 14-888 JULY 15, 2014 142. No response provided. Please provide data to show the landscape area receiving the drainage from the Zamboni Parking & Melting Pit has the capacity to receive the maximum ice melt without draining across the property line. Provide Perk. Data. 143. The mechanical/plumbing response states: "Not required due to Occupancy Determination as "Open Space". Refer to Architect." But no response from the Architect and the "Open Floor Area" must be heated as per CBC, Section 1204.1. Please correct. Show the required HVAC for the Exercise Room #1. Locker (Dressing) Rooms, and address removing the wall being removed between the new Open area with existinq HVAC from the Ice Rink area that is not conditioned. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. As per the International Building Code, Code and Commentary book: "Heating facilities are required for comfort in all new construction. The systems may be either active (such as forced-air furnace) or passive (such as solar systems), as long as the specified performance is achieved. ... The exception recognizes that not all interior spaces are associated with human comfort by the nature of their uses, such as commercial cooler or freezer. These and similar spaces would not require heating systems." 145. The "Open Floor Area" must be heated, see item #143. above. Correct the energy designs and the plans to agree. Is the Open Area and/or Ice Rink Area conditioned area? Also, see item # 143 above. 146. The plans still do not show the required insulation in the walls between the conditioned spaces and the non-conditioned Rink Area. Please correct the drawing to show the wall insulation in the framed walls and the floor/ceiling systems that separate the conditioned and non-conditioned spaces. Please correct. Show the required insulated wall between the conditioned floor areas and the non-conditioned space. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 147. The mechanical/plumbing response states: "Architectural response item." But no response from the Architect provided. Please correct. Provide calculations to show compliance with CPC Section 422 & Table 422.1. (Minimum Plumbing Facilities). 149. The water line sizing is still incorrect as per the following: Correct the water line sizing calculations on sheet P-1: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix A'. CARLSBAD 14-888 JULY 15, 2014 A) Correct the water demands shown on the sheet P-1: I) As per CPC, Table A2.1 for Assembly occupancy flush valve water closets are only 8 fixture units each. The proposed and existing flush valve water closets are not 2.5 fixture units. II) As per CPC, Table A2.1 for Assembly occupancy flush valve urinals are only 5 fixture units each. The existing urinal to remain is not included in the water line demands. IV) Correct the water demands used in the sizing calculations. B) As per your water line sizing calculations, most of the water lines shown on the water piping plans are undersized including the 2 inch water main and the water branches to flush valve water closets and urinals. Please correct. D) A complete water line plan and sizing calculations will be done when the complete corrected water line sizing calculations are provided. 150. Using the Assembly column of CPC, Table 702.1 the flush valve water closets are 6 waste fixture units each. Not the 4 fixture units used. On sheet P-1 correct the Waste F.U. Calculations as per CPC, Table 702.1. The fixture units for the water closets, urinal, non-residential Kitchen Sink and floor drains are incorrect. 152. Clearly show the gas meter location and the length & pipe size of the 5 psi gas line from the public gas meter to the gas pressure regulator. Provide sizing calculations for the 5 psi gas line from the public gas meter to the gas pressure regulator. Provide gas line plans and calculations showing gas pressures, piping types, gas demands, pipe lengths, and pipe sizing method used. CPC 1216.0 154. Correct the Dirt Leg in detail 5 on sheet P-1, for the tankless water heater (Gas supply in top, trap in the bottom, and the appliance outlet to the side). Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1211.8. 157. The detail 5 on sheet P-1 does not show the maximum 110 degree F Hot to the Lavatories. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 421.2. Energy Standards 110(C)3. 162. The mechanical/plumbing response states: "Refer to Architectural response." But, no Architectural response provided and the drawings have not been corrected. Please address the following: Correct the proposed the proposed gang shower plans and provide construction plans and details, to show compliance with the following: CARLSBAD 14-888 JULY 15, 2014 a) As per CPC, Section 408.8: "Floors of public shower rooms shall have a nonskid surface and shall be drained in such a manner that waste water from one bather shall not pass over areas occupied by other bathers." Provide construction plans for the proposed gang showers and show the floor drainage systems. b) As per CPC, Section 408.9: " "Control valves and showerheads shall be located on the side wall of shower compartmens or otherwise arranged so that the showerhead does not discharge directly at the entrance to the compartment so that the bather can adjust the valve prior to stepping into the shower spray." MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 164. The energy design only provides HVAC design for the RTU-7. The eight other RTU units are to remain but the used and the floor areas of rooms and spaces served by each unit have changed. Please correct the energy designs to show all the revised areas served by the remaining units. Specify the make, model, type, and efficiency ofthe space heating and cooling systems in agreement with the energy design. 167. See items # 143 & 164 above and provide MECH-3C forms for all the eight remaining RTU units. Also, sheet M-1.0, RTU schedule does not show the outside air amounts for nine RTU units. Note, the RTU-7 serves areas not listed on the MECH-3C form (Dry Rink Area). Please correct. Please provide the completed MECH-3C forms showing the required mechanical ventilation rates for the new or revised conditioned spaces, including the completed Occupancy Basis calculations for the Exercise Room #1 and both Party Rooms #1 & #2. Coordinate the mechanical and the Title 24 outside air design. Title 24 121(b)2 &(d). 169. The mechanical/plumbing response states: "Architect to provide cut- sheets." But, not response from the Architect and no cut-sheets provided. Please provide the cut-sheets, installation instructions each ofthe proposed chillers units. Please provide the cut-sheets and installation instructions for the proposed Chiller units. Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the Al system horsepower rating for the ice rink chillers. 170. The chiller refrigerant discharge vent clearances are required for all chillers, indoors and outdoors. Please correct. Show the chiller refrigerant discharge vent clearances as per CMC 1108.7 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek 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. CARLSBAD 14-888 JULY 15, 2014 CARLSBAD 14-888 JULY 15, 2014 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT - TITLE 24 The following disabled access items are taken from the 2013 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. Please reflect the following items on plans: • SITE PLAN REQUIREMENTS 1. 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 intemational symbol of accessibility. Signs are required to indicate the direction to accessible building entrances and facilities, per Section 11B-216.3. 2. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the buildinq and the public wav. per Section 11 B-206.2.1. 3. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Sections 11 B-247.1.2.5 and 11 B-705.1.2.5. 4. Where more than one route of travel is provided, all routes shall be accessible. Section 11 B-206.2.1. • WALKS AND SIDEWALKS 5. If any proposed walks slope >1:20 (5%) they must comply with ramp requirements, per Section 11 B-402.2. 6. Walks along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 11 B-403.5.1, Exception 3. 7. The maximum permitted cross slope for walkways shall be 1:48, per Section 11 B-403.3. 8. Show or note that any abrupt level changes will be <V2 along any accessible route of travel. When changes do occur, they shall be beveled with a slope of S1:2. Level changes of may be vertical. Section 11 B-303. NOTE: If level changes >Vz \ they must comply with the requirements of ramps. 9. 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 11 B-404.2.4. Show that the walk extends >24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. 10. Provide details or interior elevations to show that objects projecting from walls with their leading edges comply with Section 11B-307.1: a) >27" but <80" above finished floor protrude s4" into walks, halls, corridors, passageways or aisles. b) S27" or >80" above finished floor may protrude any amount. c) Freestanding objects mounted on posts or pylons may overhang ^12" into the walk, hall, etc. if >27" but s80" above ground surface or finished floor. CARLSBAD 14-888 JULY 15, 2014 PEDESTRIAN RAMPS • (Specify if there are no ramps on this proiect & skip to the next item) 11. Show that any path of travel with a slope >1:20 (5%) complies with pedestrian ramp requirements, per Section 11 B-402.2. 12. The allowable slope for an accessible ramp is <1:12 (8.33%), per Section 11B-405.2. 13. The allowable cross slope at pedestrian ramps shall be < 1:50 per ft (2%), per Section 11B-405.3. 14. Show or note that ramp surfaces will be slip resistant. Section 11 B-302.1. 15. Ramps shall have a minimum width of 48 inches, per Section 11 B-405.5 16. Ramps shall be provided with intermediate landings where the rise is >30". Section 11B- 405.6. 17. Show required landings at the top and bottom of ramps, per Section 11 B-405.7. a) The bottom landing shall be >72" in the direction of travel. b) The top landing shall be a >60" x 60". 18. Show that the required intermediate landing is provided, per Section 11 B-405.7.4 as follows: a) >60" long where the ramp does not change directions. b) >72" long where the ramp does change directions. 19. Revise plans to show 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 11B-405.7.5. 20. Plans shall show that the strike edge distances at doors comply with the requirements of Section 11 B-404.2, as follows: a) >24" at exterior ramps; >18" at interior ramps. 21. Show handrails at each side of ramp(s) which are shown to be >1:20 in slope, per Sec. 11B-505.2. 22. Where the ramp surface is not bounded by a wall, the ramp shall comply with one of the following requirements, per Section 11B-405.9.2: a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided that prevents the passage of a 4" sphere where the sphere is within 4" of the finish floor. 23. Show that handrails are >1%" but ^2" in any cross sectional dimension. Additionally, show that the handrails are placed a >r/2" from any wall, per Section 11B-505.7. 24. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 11B-505.8 (i.e., no stucco). CARLSBAD 14-888 JULY 15, 2014 25. Show or note that handrails meet the following requirements, per Section 11B-505: a) Are continuous; Are to be located >34" but 538" 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 ofthe ramp runs. c) Ends are to be returned to a wall or walking surface. • ENTRANCES AND CIRCULATION 26. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Sections 11 B-206.2.4 and 11 B-402.2. 27. Show that all entrances, and exterior ground level exits, are accessible, per Section 11B- 206.4.1. • DOORS 28. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 B-404.2.7: a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered >34" but <44" above floor. 29. Show or note that the lower 10" of all doors comply with Section 11 B-404.2.10, as follows: a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 10" high smooth panel on the push side of the door. 30. Show or note that the maximum effort to operate doors shall not exceed 5 pounds for exterior & interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Sec. 11 B-404.2.9. 31. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4; a) >24" at exterior conditions; >18" at interior conditions. b) >12" on the push side, if the door has both a latch and a closer. c) Where a door is located in a recess or alcove where the distance from the face of the wall to the face of the door is greater than 8 inches, the above clearances shall apply. Section 11 B-404.2.4.3. • STAIRWAYS AND HANDRAILS 32. Show that handrails are provided on each side of the stairs, per Section 11 B-505.2. 33. Provide sections, details or notes to show that handrails are to be located >34" but s38" above nosing of treads, per Section 11 B-505.4. CARLSBAD 14-888 JULY 15, 2014 34. Show that handrails extend >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing. At the top, the extension shall be parallel with the floor. At the bottom, the handrail shall continue to slope for a distance of one tread width; the remainder of the extension shall be horizontal. The extensions of handrails shall be in the same direction of the stair flights. Section 11 B-505.10. 35. Per Sec.11 B-505.7, provide details and sections to show that handgrip portions of handrails are; a) >1 %" and 52" in cross sectional dimension. b) The shape may provide an equivalent gripping surface. c) The handgrip portion shall have a smooth surface, without any sharp corners. 36. Stair treads shall be no less than 11" deep, measured from riser to riser. Section 11B- 504.2. This applies even if basic CBC provisions may allow a narrower tread. 37. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of cleariy contrasting color, per Section 11B-504.4.1, as follows; a) At least 2" wide (but not more than 4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 38. Note that all tread surfaces comply with Section 11 B-504.3 and 11 B-504.5, as follows: a) Open risers are not permitted; Have no abrupt edges at the nosing. b) Stair treads shall be no less than 11" deep, measured from riser to riser. c) Be slip resistant; Have smooth, rounded or chamfered exposed edges. d) Nosing shall not project > 1 %" past the face of the riser above. . SANITARY FACILITIES 39. Note that doorways leading to sanitary facilities shall be identified, per Sec. 11B-703.7.2.6, as follows; a) An equilateral triangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle %" 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 58" - 60". e) Braille signage shall also be located on the wall adiacent to the latch outside of the doonways leading to the sanitary facilities. • RESTROOM FIXTURES & ACCESSORIES 40. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4; Show details on plans: a) Size and Clearance. Accessible showers shall comply with one of the following: CARLSBAD 14-888 JULY 15, 2014 i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11B- 608.2.2. ii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11 B-608.2.3. b) Threshold in roll-in type showers shall be V2 inch in high maximum. c) 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). Section 11B- 213.3.6. d) A flexible hand-held shower unit is required with at least a hose 59 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. e) The floor slope shall be a maximum of 1:48 in any direction. Where drains are provided, the grate shall have openings % 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 inches above the floor. g) Indicate on the plans a folding seat, located on the wall adiacent to the controls, 18" above the floor and shall not extend more than 6 inches from the wall. h) Grab bars shall be located, per Section 608.3; i) On the back wall and the side wall opposite the seat. ii) Mounted >33" but 536" above the shower floor. iii) Grab bars shall not extend into that portion of the wall over the seat. i) The soap dish when provided shall be located on the control wall 540" above the shower floor and within reach limits from the seat. j) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The controls shall be on back wall, adjacent to the seat & the center line of the controls shall be located 39" - 41" above shower floor. EsGil Corporation In (Partnersfiip witfi government for (BuiCding Safety DATE: MAY 5, 2014 • APPLICANT JURISDICTION: CARLSBAD • PLAN REVIEWER • FILE PLANCHECKNO.: 14-888 SET: I PROJECT ADDRESS: 2283 COSMOS COURT PROJECT NAME: SKATEOPLEX I I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I 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. I I 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. I I 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: JOHN DE FRENZA I I EsGil Corporation staff did not advise the applicant that the plan check has been completed. IXI EsGil Corporation staff did advise the applicant that the plan check has been completed. , Person contacted: JOHN Telephone #: pOl^ -^VCVlcU;:} Date contacted: (by: ) Email: iohn@defrenza.com Fax #: - Mail Telephone Fax In Person • REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation • GA 13 EJ K MB • PC 4/24 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD 14-888 MAY 5, 2014 PLAN REVIEW CORRECTION LIST COMMERCIAL PLANCHECKNO.: 14-888 JURISDICTION: CARLSBAD OCCUPANCY: B/A/Sl USE: SKATE RINK TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 1^"^ Flr. Add = 1,331 2ND FLR. Removal = 1,909; Remodel: IST Flr. = 28,334; 2^0 Flr. = 2935 ALLOWABLE FLOOR AREA: 6K (BASIC) STORIES: TWO HEIGHT: 30' SPRINKLERS?: Y OCCUPANT LOAD: 350 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 2/21 DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/24 DATE INITIAL PLAN REVIEW COMPLETED: MAY 5, 2014 PLAN REVIEWER: ALI SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 2013 CBC, which adopts the 2012 IBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when vou submit the revised plans. CARLSBAD 14-888 MAY 5, 2014 • GENERAL 1. 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 Carisbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carisbad 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 Carisbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE; Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. . PLANS 2. A reminder that all sheets of the revised plans and the first sheet of the revised calc's., are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. 3. Any portion of the project shown on site plan that is not included with the building permit application filed should be clearly identified as "not included" on site plan or Title Sheet. Sec. 107.2. I.e.. site walls, fences, gates, signage, etc. 4. Include the following code information for the proposed remodel on Title Sheet: • Occupancy Classification(s): B(Office)/S1(Storage)/A(Assembly); Also note existing use: Office Industrial = B/S-1 - Revise the notes on T1 accordingly • For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. • Description of Use: Skating Rink & associated uses as per above (without spectator seating) • Type of Construction: V-B - Ok as noted • Sprinklers: Yes - Ok as noted • Stories: Two - Ok as noted • Height: 30' - Add accordingly • Floor Area: Specify Add = 1,331; Removal (2"" Flr.) = 1,909; 2"" Flr. to Remain = ...; 1*' Flr. Existing = ...; 1*' Flr. (total) = .... - Update the info, on T1 accordingly • Occupant Load: 350 - Use 50/Occup. (Rink); 15/0 (Deck); iOO/O (IMisc); Remove 192 (1^* Flr.); 182 & 29 (2"" Flr.) as listed. Also update the reference to Table 1004.1.2. • Justify actual versus allowable area per Table 503 (as applicable) - Both per floor & total - Also note on plans the use of the open floor area (state no A3 uses on 2""^ Fir.). 5. If using the "nonseparated" approach for mixed occupancies, then Section 508.3.1 requires that the most restrictive provisions of Chapter 9 shall apply to the total nonseparated occupancy area. PARLSBAD 14-888 MAY 5, 2014 6. When the character of the occupancy or use changes within a building, the building must be made to comply with current Building Code requirements for the new occupancy. Section 3408. Please provide complete details to show the building will comply. a) When performing an allowable floor area analysis for the entire building, do not use the "separated uses" option from Section 508, unless it can be shown that all existing tenants are separated from each other by the required fire barriers. b) When a change-of-occupancy results in a structure being reclassified to a higher Risk Category (IBC Table 1604.5), the structure shall be made to conform to the seismic requirements for a new structure. For example, office converted to a Assembly (with an occupant load >300). Section 3408.4. This applies to your project because of the OL in skating rink & surrounding areas. 7. Specify on the plans the uses of all rooms or areas. Sec. 107.2. Specify on plans no future assembly use is permitted in the open floor area. 8. On the cover sheet of plans, specify any items that will have a deferred submittal (fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: "Submittal documents for deferred 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 documents have been reviewed and that they have been found to be in general conformance with the design ofthe building. The deferred items shall NOT be installed until their design and documents have been approved by the building official." . SITE PLAN 9. Provide a statement on the site plan stating: "All property lines, easements and buildings, both existing and proposed, are shown on this site plan." 10. Clearly designate any side yards used to justify increases in allowable area based on Section 506.2. 11. Show the required and provided HC accessible parking as well as van accessible ones on plans. Section 107.2. • BUILDING AREA 12. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Section 508.4.2. • FIRE-RESISTIVE CONSTRUCTION 13. Provide details on the plans for the fire-resistive construction. Include floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing number, ICC research report, etc.). See the fire barrier section of this list if separated uses are utilized. CARLSBAD 14-888 MAY 5, 2014 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 714.3.2. 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 717. 16. Fire dampers shall be installed per Section 717.5 at all duct and air transfer openings of: a) Ceilings of fire-resistive floor-ceiling assemblies assemblies. b) Fire barriers, (see exception for walls). c) Fire partitions at fire-rated corridors. See exceptions. d) Shaft enclosures (smoke dampers are also required). See exceptions. 17. Smoke dampers shall be installed per Section 717.5 at all duct and air transfer openings of: a) Fire-rated corridors. b) Shaft enclosures (fire dampers are also required). See exceptions. c) In California, Section 717.5.2 was modified for Group A occupancies, to state that duct openings in smoke partitions (corridors) shall also be provided with a smoke dampers. d) In California, Section 717.5.2 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 717.3.3.2 ofthe IBC. 19. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor- ceilings and roof-ceilings shall be protected as required in IBC Section 714." 20. 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 ofthe column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704.2. 21. Members of the structural frame (other than columns) supporting more than one floor and roof (or more than 2 floors, or supporting a load-bearing wall, or a nonload-bearing wall more than 2 stories high) must be individuallv encasement fire protected. (Section 704.3) Detail the required protection on the plans. 22. Detail all furred ceilings as required in Section 803.11.2.1. Show fire-retard ant treated wood where necessary. • INTERIOR WALL AND CEILING FINISHES 23. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be noncombustible materials except in Types III and V construction, where fire retardant treated wood may be used. Section 803.11.2. CARLSBAD 14-888 MAY 5, 2014 24. Provide a note on the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in IBC Table 803.9." • FIRE BARRIERS 25. A 1-hr. fire barrier is required between A & B/S1 occupancies. Table 508.4. 26. A fire barrier is not required for an accessory use not occupying more than 10% of any floor in a building. Sections 508.2.1 & 508.2.3. 27. Doors and fire shutters in fire barriers shall comply with Table 716.5. FIRE BARRIER RATING (hours) MINIMUM OPENING PROTECTION ASSEMBLY (hours) 1 VA 28. Openings in a fire barrier wall shall be limited to a maximum aggregate width of 25% ofthe length ofthe 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. 29. Supporting construction below fire barrier walls shall be protected to afford the same fire-resistance rating of the fire barrier. Section 707.5.1. 30. Structural members supporting a horizontal fire barrier must have the same fire-resistive rating as the separation. Section 707.5.1. 31. Steel electrical outlet boxes at fire barrier walls shall not exceed 16 sq in, 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 714.3.2. 32. Ducts penetrating fire barriers must have fire dampers. Section 717.5.2. a) In CA, Section 717.5.2 was modified for Group A occupancies, to require smoke dampers in addition to fire dampers. • EXITS 33. At least two exits must be provided from 2"^^ floor, per Section 1021. Provide exiting plan, showing how the following exception is met. Measure along the tangent line to the stairs. This is exceeded on A2.1. Section 1016.3. Exception: STORY OCCUPANCY MAXIMUM OCCUPANTS PER FLOOR AND TRAVEL DISTANCE 2"° story BIS 29 occupants and 75' travel distance For Group B, F and S occupancies equipped with automatic sprinkler systems, the maximum travel distance may be 100'. 34. Exits shall be so located that the maximum length of exit access travel, measured from the most remote point to the entrance to an exit along the natural path of egress travel, shall not exceed the distances given in Table 1016.2. a) When measuring exit access travel distance, it is important to differentiate between "interior exit access stairways" (Sec. 1022) and "interior exit stairways" (Sec. 1016.3.1). CARLSBAD 14-888 MAY 5, 2014 35. Note on plans: "All egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort." Section 1008.1.9. In lieu ofthe above, in a Group B, or S occupancies (or Group A occupancies having an occupant load of 300 or less), you may note on the plans "Provide a sign on or near the exit door, reading THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED." This signage is only allowed at the main exit. Section 1008.1.9.3. 36. 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 (P.H.). Sec. 1008.1.10. identify all P.H. on door schedule. 37. All doors within the exit path to a public way from an 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 1008.2. 38. When additional doors are provided for egress purposes, they also shall conform to the requirements of Sec. 1008 (width, swing, hardware, etc.). Section 1008.1. 39. 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 50% ofthe occupant load. Sec. 1028.2. Show this on the exiting plan to be provided. 40. Regardless of occupant load, a floor or landing not more than Vi" below the threshold is required on each side of an egress door. Section 1008.1.7. • STAIRWAYS 41. The plans should clearly label the stairs as being either "interior exit access stainways" (Section 1009.3) or "interior exit stairways" (Section 1022). 42. Interior Exit Stairways should be enclosed as specified in Section 1022: a) One-hour rated fire-resistive barrier walls are required for this building. b) Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures. Section 716. c) 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 1022.5. 43. StainA/ay riser must be 7 inches max and min run shall be 11". Section 1009.7.2. 44. A min headroom clearance of 6'-8" for stainA/ays should be indicated on the plans. Section 1009.5. • WALLS/ GLAZING 45. The wall legend(s) on floor plans do not match what is shown on plans. 46. All references on A2.0 are incorrect. See keynotes #7, 9, references for doors, finishes, etc. 47. Specify on a window schedule the glass type & thickness to show compliance with Sec. 2404. This information should match all new windows on both floors. CARLSBAD 14-888 MAY 5, 2014 48. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: Also many windows are not called out on plans: a) Fixed and openable panels of door assemblies. b) Fixed or operable panels adjacent to a door where the nearest vertical edge of the glazing is within a 24" arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60" above the walking suri'ace. c) Individual fixed or operable panels that meet all of the following conditions; i) Exposed area of an individual pane is greater than 9 sq ft, 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 are within 36" horizontally of the plane of the glazing. • ROOFS 49. A Class A roof covering is required. Table 1505.1. City Policy. 50. Specify minimum >4"/ft. roof/deck slope for drainage. Section 1507.10.1. 51. Clarify the note on A2.3, stating the existing skylights are being enclosed. Do you mean closed off? • FIRE EXTINGUISHING 52. A Fire Alarm System shall be installed under the following conditions, per Section 907 (see exceptions): a) Group A occupancies having an occupant load of 300 or more. . MISCELLANEOUS LIFE/SAFETY 53. Specify on the plans that the draftstopping and fireblocking from Section 718 will be installed (combustible construction). a) In CA, the exception in Sec. 718.4.3 (draftstops for attics) was modified for Group A, to state that the area between draft stops may be 9,000 sq ft & horizontal dimension < 100'. 54. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-10 Sec. 13.5.6.2.2 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 Vt" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceiling areas over 1,000 ft.^ must have horizontal restraint wires (typically consisting of (4)12 gage wires splayed 90° to each other & sloped 45° to horizontal, spaced 12" o.c). f) Ceiling areas over 2500 ft.^ 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. CARLSBAD 14-888 MAY 5, 2014 55. Assembly occupancies must comply with Section 1028. a) In California, the following wording was added to Section 1028.3; "At least one-half of the additional 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 one hour rated corridor to an exit." • CORRIDORS 56. Corridors shall have fire partition walls of one-hour construction when required by Table 1018.1. Show the locations ofthe rated corridors on the plans or clearly show compliance with an applicable exception from Section 1018.1. 57. Corridors shall have interior door openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Table 716.5. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 909.5.2. Doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 716.5.3.1. 58. Duct penetrations (or air transfer openings) of fire-rated corridor construction shall have fire and smoke dampers per Sections 717. 59. 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 all penetrations. Section 107.2. • ACCESSIBILITY 60. Please note on plans that all existing facilities are HC complying field verify. Also see attached for what is required to be noted or shown on plans. • NON-RESIDENTIAL GREEN BUILDING STANDARDS (Additions and Alterations) The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011, 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 1,000 sa. ft. or larger or alterations (tenant improvements) with a value of $200,000 or more. CGC Section 301.3. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. 61. Storm water pollution prevention. Note on the site plan that for projects which disturb less than one acre of land shall prevent the pollution of storm water runoff from the construction activities through one or more ofthe following measures (Section 5.106.1); a) Best management practices (BMP). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMP. See Section 5.106.1.2 for specifics. b) Local ordinance. 62. Bicycle parking. Note on the plans that bicycle parking for projects shall comply with CGC Section 5.106.4. The specific details must be submitted and approved by the Planning Department. CARLSBAD 14-888 MAY 5, 2014 63. Low-emitting, fuel-efficient and carpool/van pool parking. Note on the plans that fuel-efficient vehicle parking will be provided in accordance with CGC Section 5.106.5.2. The specific details for the parking must be submitted and approved by City Planning Department. 64. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 65. Grading and paving. Note on the plans that the grading plans shall show how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. CGC Section 5.106.10. Exception; Additions/alterations that do not alter the drainage path. 66. Moisture control. Note on the plans that landscape irrigation systems shall be designed to prevent spray on structures. Exterior entries subject to foot traffic or wind-driven rain shall be designed to prevent water intrusion into the building. CGC Section 5.407.2.2.1. 67. Waste management. Note on the plans that the contractor must submit to the Engineering Department or other Agency that regulates construction waste management a Waste Management Plan that outlines the items listed in CGC Section 5.408.1.1. 68. Recycling. Note on the plans that a minimum of 50% of construction waste is to be recycled. CGC 5.408.1. Documentation shall be provided to the enforcing agency which demonstrates compliance. CGC Section 5.408.1.4. 69. Waste reduction. Note on the plans that 100% of trees, stumps, rocks, and associated vegetation and soils primarily from the construction will be reused or recycled. CGC 5.408.3. 70. Recycling. Note on the plans that an identified, readily accessible area shall be provided that serves the entire building for collecting recycling, such as paper, cardboard, glass, plastics, metals, etc. CGC Section 5.410.1. 71. Documentation. Note on the plans that a building "Systems Manual" as listed in CGC Section 5.410.2.5 shall be delivered to the building owner or representative and the facilities operator. Further, note on the plans that the "Systems Manual" shall contain the required features listed in CGC Section 5.410.2.5.1. 72. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 5.504.3. 73. Pollutant control. Note on the plans that VOCs 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 5.504.4. 74. Pollutant control. Note on the plans that mechanically ventilated buildings shall provide regularly occupied areas with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall be installed prior to occupancy. CGC Section 5.504.5.3. 75. Pollutant control. Note on the plans that where outdoor areas are provided for smoking, such areas are prohibited within 25' of building entries, windows and outdoor air intakes. Signage shall be posted to inform occupants of the prohibitions. CGC Section 5.504.7. 76. Outdoor air quality. Note on the plans that installations of HVAC, refrigeration and fire suppression systems will not contain CFC's or Halons, per CGC 5.508.1. 77. Environmental comfort. Note on the plans that wall and floor assemblies separating tenant spaces (and tenant spaces from public spaces) shall have an STC of at least 40. CGC Section 5.507.4.3. PARLSBAD 14-888 MAY 5, 2014 78. Environmental comfort. Wall and roof assemblies exposed to noise sources shall have an STC rating of at least 50, with exterior windows having a minimum STC of 40 in the following locations, per CGC Section 5.507.4.1; a) Within the 65 CNEL noise contour of a freeway, railroad or industrial source, as determined by the jurisdiction's Noise Element of the General Plan. b) Within the 65 CNEL noise contour of an airport. c) Note on the plans whether or not this addition or tenant improvement is located within the areas listed above. 79. Indoor water use. For building additions in excess of 50,000 sq. ft. show on the site utility plan separate sub-meters per CGC Section 5.303.1 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 or beauty/barber shops. 80. Water reduction. Show on the plans the following maximum fixture flow rates from Table 5.303.2.3 and Section 5.303.3, as shown below. Revise general notes, plumbing plans, etc. to match. CGC 5.303. For additions or alterations, this only applies to new fixtures. MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Showerheads 2 gpm @ 80 psi Lavatory faucets-nonresidential 0.5 gpm @60 psi Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.2 gallons/cycle Water closets 1.28 gallons/flush Urinals 0.5 gallons/flush 81. 82. 83. 84. When a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 2 gpm, or the shower shall be designed so that only one head is on at a time. CGC 5.303.3.3.2. Outdoor water use. Note on the plans that a water budget shall be developed for landscape irrigation use that conforms to the local water efficient landscape ordinance. Where no local ordinance exists, show compliance with the California Department of Water Resources Model Water Efficient Landscape Ordinance. See Sections 492.5 through 492.9, 492.10 and 492.11 of the State ordinance at http;//www.water.ca.qov/wateruseefficiency/docs/WaterOrdSec492.cfm . Outdoor water use. Note on the plans that for new water service (or additions/alterations with > 1,000 square feet of cumulative landscaped area), separate submeters or metering devices shall be installed for outdoor potable water use. Also, irrigation controllers and sensors shall be installed. CGC Sections 5.304.2 and 5.304.3. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part ofthe construction. CGC 102.3. • STRUCTURAL 85. A foundation/soils investigation is required for all projects in Seismic Design Categories C, D, E or F. Section 1803.5.11. CARLSBAD 14-888 MAY 5, 2014 86. Provide a copy of the project soil report prepared by a licensed civil engineer. The report shall include foundation design recommendations based on the engineer's findings. 87. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity ofthe foundation. Sections 107.2 and 1603.1.6. 88. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 89. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." 90. Note on plans that surface water will drain away from building. The grade shall fall a min of 5% within the first 10' (2% for impervious surfaces). Section 1804.3. 91. Please call out the unlabeled detail on Sheet SI .3 & specify where it is referenced on plans. 92. Details 4 & 8 as referenced on detail 1/S1.3 are either incorrect, or do not exist. 93. Please note where details 12 & 16/S1.4 are cross referenced on plans. 94. Please specify where detail 4/S1.3 is referenced on plans. 95. Include W40x on detail 4/S1.3, if related to this project. 96. Please label all the details on Sheet SI .5 & state where they are referenced on plans. 97. Where are details 7 & 8/S1.2, as referenced on S2.1, at various locations & keynotes? 98. Please note where Section 1/S3.1 is referenced on plans. 99. Please complete information on Sections 1 through 3/S3.1. Please include wall- to-diaphragm ties, ceiling/ roof joists-to-wall connection details & references, identify CMU/ Tilt-up, or Stud walls, etc., on these sections. 100. Nails for shear transfer connection (using A35's, etc.) may not be driven parallel to the flanges of TJI's (i.e., along the sides), per city policy, unless specific written approval from Trus-Joist Macmillan is first obtained. Details or notes on the plans should make this clear. Nails may be driven perpendicular to TJI flanges. CARLSBAD 14-888 MAY 5, 2014 101. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1): • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. • Wind load. The following information should be provided, (Section 1603.1.4) o Risk category o Applicable intemal pressure coefficient o Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional) • Seismic design data. The following information should be provided. (Section 1603.1.5) o Risk category o Seismic importance factor, U o Design base shear o Seismic response coefficient(s), Cs 102. The plans shall indicate that special inspection will be provided for the following work. (Section 107.2) a) Steel construction. Special inspections for steel elements should be provided in accordance with Section 1705.2. b) High-strength bolts. Periodic inspection should be provided for installation of any high- strength bolts in accordance with AISC specifications. Section 1705.2. 103. Provide the following note on the plans: "The contractor responsible for the construction ofthe seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1704.4. 104. If special inspection is required, the designer shall complete the city's "Special Inspection Agreement". This form is available at the building department. 105. Structural Observations for SDC D, E, and F Structures. Structural observation should be provided and noted on the plans because of one ofthe following conditions, (Section 1704.5) a) The structure is classified as Risk Category III. Ttiis includes buildings whose primary occupancy is public assembly with an occupant load greater than 300, etc.). See Table 1604.5 for a complete listing. 106. If Structural Observation is required, note on the plans: "The owner shall employ a registered design professional to perform structural observations. Deficiencies shall be reported in writing to the owner and the building official. At the conclusion ofthe work included in the permit, the structural observer shall submit to the buildinq official a written statement that the site visits have been made and identify any reported deficiencies which, to the best ofthe structural observer's knowledge, have not been resolved." Section 1704.5. CARLSBAD 14-888 MAY 5, 2014 107. Please call out the unlabeled details on Sheet S4.2 and indicate where they are referenced on plans. 108. Please note where all the details, as per Sheet S4.1, are referenced on plans. 109. Importance Factors. A load importance factor of 1.25 should be used in accordance with ASCE 7-10, Section 11.5.1 (seismic), or Section 26.5.1 (wind) based on the Risk Category given in Table 1.5-1. This includes buildings whose primary occupancy is public assembly with an occupant load greater than 300, etc. See Table 1604.5 ofthe IBC for a complete listing. 110. Concrete/ CMU Wall Anchorage. Anchorage between concrete/ CMU walls and floors, roofs, and other structural elements should provide a positive direct connection capable of resisting the horizontal forces specified in Sec. 12.11.1. Walls should be designed to resist bending between anchors where the anchor spacing exceeds 4'. (Sec. 12.11.2): This applies to both existing tilt-up walls (due to change in occupancy) & new CMU walls: a) For SDC C through F, the following additional anchorage provisions apply, per Section 12.11.2.2; i) The out-of-plane force shall satisfy Equation 12.11-1. ii) Diaphragms shall be provided with continuous ties or struts between diaphragm chords to distribute the anchorage forces into the diaphragms. Also show min. 3- bavs blocking for joists parallel to the wall on Sheet S2.2. iii) The aspect ratio of subdiaphragms is limited to 214; 1. Section 12.11.2.2.1. iv) In wood diaphragms, anchorage shall not be accomplished by the use of toe nails or nails subject to withdrawal nor shall wood ledgers or framing be used in cross- grain bending or cross-grain tension. v) Diaphragm to structural wall anchorage using embedded straps shall be attached to, or hooked around, the reinforcing steel. 111. Collector design forces . Collector elements, splices and their connections to resisting elements 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 (Section 12.10.2.1). 112. On Sheet S2.2, please show bracing is not required at grid points E-1 & F-1. 113. Please provide a legend on foundation plans for new, existing, stud walls, etc. 114. Please show scale on all structural drawings, so the span of beams, etc. can be verified as per calculations. 115. Show the spacing of the beam seats, as per detail 4/S4.2, on roof framing plans. I.e., note typical at gridlines #2 & 3, lines C through F. 116. It is not clear how the top of the columns on gridline 1.1 are laterally stabilized (parallel to the wall). CARLSBAD 14-888 MAY 5, 2014 117. Justify 2500-psf soils bearing values, as per calculations, via existing soils report, or a new one. 118. Please show ledger bolts size and spacing, as per calc's., on plans for new CMU walls. 119. A reminder that the existing wall-to-diaphragm ties need to be assessed for new amplified forces due to change in occupancy. 120. Please complete the framing plans at the lobby on Sheet S2.2. Show connection details & references on plans for the entry lobby as well along with joists size and spacing. 121. Please verify all details referenced on unlabeled details on plans for accuracy, I.e., Sheet SI.5. 122. Additional corrections may be necessary at back-check once revised plans & calculations are submitted for review & approval. • ADDITIONAL 123. Please submit a contractor's estimate for this proiect to include the complete scope of work under this permit. 124. Please see attached for P/M/E & HC items. 125. To speed up the review process, please 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. 126. 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 brieflv describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: • Yes • No 127. The jurisdiction has contracted with EsGil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD 14-888 MAY 5, 2014 ELECTRICAL and ENERGY COMMENTS PLAN REVIEWER: Eric Jensen ELECTRICAL (2013 CALIFORNIA ELECTRICAL CODE) 128. The chillers require a minimum circuit ampacity rating of 235 amperes. Please review. 129. Include the locations for the (E) AC panels and distribution board "DP" on the electrical floorplans. 130. If the existing service requires modification for the ability to provide power to the 600 ampere circuit, include this modification design on the plans. Note: Existing service serial number may be used for the original specifications of the equipment. 131. The equipment grounding conductor to "DP" is undersized. 132. The equipment grounding conductor(s) to the chiller(s) are undersized. 133. Complete the inverter design: Show on the single line diagram, inverter size and load. 134. Include the egress illumination design for the mezzanine and the required exterior exit door landings. CBC 1006.3 ENERGY (2010 CALIFORNIA BUILDING ENERGY STANDARDS) 135. Include the demising wall locations on the plans that will require the new R-13 insulation. 136. I'm not sure about the new demising wall design (full height?) but address how the roof envelope/ceiling separates the conditioned/non-conditioned areas. 137. For the mechanical design, include all affected units and room alternations. 138. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). 139. Occupancy sensors are required for the following room types: Offices 250 square feet and smaller, multipurpose rooms less than 1,000 square feet, and classrooms and conference rooms of any size. Please add where appropriate. Title 24, Part 6, Section 131(d)4. Note: If you have any questions regarding this Electrical 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. CARLSBAD 14-888 MAY 5, 2014 PLUMBING AND MECHANICAL CORRECTIONS • JURISDICTION: Carlsbad DATE: 5/5/2014 PLAN REVIEWER: Glen Adamek GENERAL AND ARCHITECTURAL PME ITEMS 140. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. 141. Provide data on the proposed hazardous materials to be stored and used. Present the description of the hazardous materials in a format that coincides with the material classifications found in CBC Tables 307.1(1) and 307.1(2). a) Clearly show the fypes of hazardous materials being stored or used. Provide a list ofthe proposed hazardous materials; include the material safety data sheets (MSDS), if applicable. b) Clearly show the amounts for each type of hazardous material to be stored and in use. c) Clearly show the locations in the building where each type of hazardous material is being stored or used. d) Note: If hazardous materials are present in any amount, forward this information to the mechanical designer for design compliance with CMC Chapter 5. 142. Please provide data to show the landscape area receiving the drainage from the Zamboni Parking & Melting Pit has the capacity to receive the maximum ice melt without draining across the property line. Provide Perk. Data. 143. Show the required HVAC for the Exercise Room #1. Locker (Dressing) Rooms, and address removing the wall being removed between the new Open area with existing HVAC from the Ice Rink area that is not conditioned. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. Show compliance with CBC, Section 1204.1: "Interior spaces intended for human occupancy shall be provided with active or passive space-heating systems capable of maintaining a minimum indoor temperature of 68°F. at a point 3 feet above the floor on the design heating day. As per the International Building Code, Code and Commentary book: "Heating facilities are required for comfort in all new construction. The systems may be either active (such as forced-air furnace) or passive (such as solar systems), as long as the specified performance is achieved. ... The exception recognizes that not all interior spaces are associated with human comfort by the nature of their uses, such as commercial cooler or freezer. These and similar spaces would not require heating systems." CARLSBAD 14-888 MAY 5, 2014 144. The 2013 edition of the California Energy Efficiency Standards does not go into affect until July of 2014. Correct sheet T-1. Also, the energy design forms on sheets M-7.0 and M-7.1 are not per the 2013 edition ofthe California Energy Efficiency Standards. 145. Correct the energy designs and the plans to agree. Is the Open Area and/or Ice Rink Area conditioned area? Also, see item # 143 above. 146. Show the required insulated wall between the conditioned floor areas and the none conditioned space. PLUMBING (2013 CALIFORNIA PLUMBING CODE) 147. Provide calculations to show compliance with CPC Section 422 & Table 422.1. (Minimum Plumbing Facilities). 148. Drinking fountains are required by CPC Table 422.1 for this occupancy type (if the occupant load exceeds 30. CPC 415.2). Review the requirements of this Table and provide as necessary. Note: If food is consumed indoors, water stations may be substituted for drinking fountains. CPC 415.2 149. Correct the water line sizing calculations on sheet P-1: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix A'. a) Correct the water demands shown on the sheet P-1. i) The proposed and existing flush valve water closets are not 2.5 fixture units. ii) The Mop Sink and non-residential Kitchen Sink are 3 water fixture units each. Not the 1.5 FU used. iii) The existing urinal to remain is not included in the water line demands. iv) Correct the water demands used in the sizing calculations. b) Show both the minimum and maximum water pressure to the public water meter as per the serving water agency. The minimum water pressure at the water meter is used in the water line sizing calculations. Not the maximum water pressure. c) Check the required water pressure to operate the flush valve water closets. Provide the cut-sheets and installation instructions for the proposed water closets. 25 psi is about the average minimum water pressure for ultra low flush, flush valve water closets. d) A complete water line plan and sizing calculations will be done when the complete corrected water line sizing calculations are provided. 150. On sheet P-1 correct the Waste F.U. Calculations as per CPC, Table 702.1. The fixture units for the water closets, urinal, non-residential Kitchen Sink and floor drains are incorrect. CARLSBAD 14-888 MAY 5, 2014 151. Please show the gas pressure for the medium pressure gas system. (2 psi, 3 psi, 5 psi?) 152. Provide gas line plans and calculations showing gas pressures, piping types, gas demands, pipe lengths, and pipe sizing method used. CPC 1216.0 153. Detail the gas regulator requirements: An accessible shut-off valve installed upstream ofthe regulator and vented to the exterior. CPC 1209.7 & 1211.10. 154. Include the gas piping sediment trap installed downstream of the appliance shutoff valve as close to the inlet of the appliance as practical. Exceptions: Appliances with an internal sediment trap,(or) ranges, clothes dryers, gas fireplaces, and outdoor grilles. CPC 1211.8. 155. Please provide gas line riser or isometric drawings. 156. Detail access and service areas for the proposed water heaters. 157. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 421.2. Energy Standards 110(C)3. 158. Detail how the floor drain trap seal is to be maintained. CPC 1007.0 159. Floors shall slope to the floor drain(s) location(s). Please detail on the architectural floor plans. CPC 418.5 160. Detail the combustion air and flue as per the water heater cut-sheets and installation instructions. 161. Show P & T valve on water heater and detail the drain routing to the exterior. CPC 608.5 162. Correct the proposed the proposed gang shower plans and provide construction plans and details, to show compliance with the following: a) As per CPC, Section 408.8: "Floors of public shower rooms shall have a nonskid surface and shall be drained in such a manner that waste water from one bather shall not pass over areas occupied by other bathers." Provide construction plans for the proposed gang showers and show the floor drainage systems. b) As per CPC, Section 408.9: " "Control valves and showerheads shall be located on the side wall of shower compartmens or othenA/ise arranged so that the showerhead does not discharge directly at the entrance to the compartment so that the bather can adjustthe valve prior to stepping into the shower spray." 163. Include the main and overflow roof drainage design: Roof area, rainfall rate, pipe sizing, and drain locations on the plans. CPC 1106.0 CARLSBAD 14-888 MAY 5, 2014 MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 164. Specify the make, model, type, and efficiency ofthe space heating and cooling systems in agreement with the energy design. 165. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, routing, and termination areas. CMC 309.0 & CPC 807.0 166. Please detail roof access ladder to provide required access roof mounted HVAC equipment. CMC 304.2.1.2 167. Please provide the completed MECH-3C forms showing the required mechanical ventilation rates for the new or revised conditioned spaces, including the completed Occupancy Basis calculations for the Exercise Room #1 and both Party Rooms #1 & #2. Coordinate the mechanical and the Title 24 outside air design. Title 24 121(b)2&(d). 168. Please provide the cut-sheets, installation instructions each of the proposed chillers units. 169. Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the Al system horsepower rating for the ice rink chillers. 170. Show the chiller refrigerant discharge vent clearances as per CMC 1108.7 171. Provide the ventilation design for rooms containing condensing units that are not classified as "Refrigeration Machinery Rooms". CMC 1106.7 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek 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. CARLSBAD 14-888 MAY 5, 2014 DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT - TITLE 24 The following disabled access items are taken from the 2013 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. Please reflect the following items on plans; • SITE PLAN REQUIREMENTS 1. Cleariy show that the site development and grading are designed to provide access to all entrances and exterior ground floor exits, as well as access to normal paths of travel, per Section 11 B-206. 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 11 B-206.2.2. 3. 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 Section 11B-216.3. 4. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the buildinq and the public wav, per Section 11 B-206.2.1. 5. Show that a 36" wide detectable warning material is provided at boundaries between walkways and vehicular ways. Sections 11 B-247.1.2.5 and 11 B-705.1.2.5. 6. Where more than one route of travel is provided, alj routes shall be accessible. Section 11B- 206.2.1. . ACCESSIBLE PARKING 7. 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 11 B-208.2. 8. Show on the site plan the required number of accessible parking spaces for new facilities. Per Table 11 B-208.2, 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. 9. Show that the accessible parking spaces are located, per Section 11 B-208.3.1 as follows; a) On the shortest possible route to an accessible entrance, when serving a particular building. b) On the shortest 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. 10. Show that accessible parking spaces comply with Section 11 B-502.2 as follows; a) Single spaces shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading area. This loading/unloading area may be on either side of the 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. CARLSBAD 14-888 MAY 5, 2014 11. At least one in every fi accessible parking spaces (but not less than one) shall be served by an access aisle 8' in width and designated as VAN ACCESSIBLE, per Section 11B-208.2.4. This loading/unloading area must be on the passenger side of the vehicle. Alternately, the parking stall may be 12' wide with the access aisle 5' wide. Section 11 B-502.3.4. 12. 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 11 B-502.3.3. 13. Show on the site plan that accessible parking space(s) are to be located such that a person with a disability is not required to travel behind parking spaces other than to pass behind the parking space in which they parked, per Section 11 B-502.7.1. 14. 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 11B-502.7.2. 15. Show or note that the maximum slope of the parking surface at the accessible space and adjacent access aisle, in any direction, is < 1:48, per Section 11B-502.4. 16. 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 >70 in.^ in area. c) When in the path of travel, they shall be posted >80" from the bottom of the sign to parking space finished grade. d) Signs may also be centered on the wall of the interior end of the parking space. e) Van-accessible spaces shall have an additional sign "Van-Accessible" mounted below the symbol of accessibility. f) In addition, the surface of each accessible space is required to be marked with the international symbol of accessibility. 17. 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. Section 11 B-502.8.2. The sign shall be > 17" x 22" with lettering not^l" 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 towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning ." 18. Ramps shall not encroach into any accessible parking space or adiacent access aisle. Sec. 11B- 406.5.1. • WALKS AND SIDEWALKS 19. If any proposed walks slope >1 ;20 (5%) they must comply with ramp requirements, per Section 11B- 402.2. 20. Walks along an accessible route of travel are required to be >48" minimum in width and have slip resistant surfaces, per Section 11 B-403.5.1, Exception 3. 21. The maximum permitted cross slope for walkways shall be 1 ;48, per Section 11 B-403.3. 22. Show or note that any abrupt level changes will be sVi" along any accessible route of travel. When changes do occur, they shall be beveled with a slope of <1 ;2. Level changes of may be vertical. Section 11 B-303. NOTE; If level changes >y2", they must comply with the requirements of ramps. CARLSBAD 14-888 MAY 5, 2014 23. 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 11 B-404.2.4. Show that the walk extends >24" beyond the strike edge of the strike edge of any door (or gate) that swings toward the walk. 24. Provide details or interior elevations to show that objects projecting from walls with their leading edges comply with Section 11 B-307.1; a) >27" but <80" above finished floor protrude ^4" into walks, halls, corridors, passageways or aisles. b) <27" or >80" above finished floor may protrude any amount. c) Freestanding objects mounted on posts or pylons may overhang si2" into the walk, hall, etc. if >27" but <80" above ground surface or finished floor. . PEDESTRIAN RAMPS • (Specify if there are no ramps on this proiect & skip to the next item) 25. Show that any path of travel with a slope >1 ;20 (5%) complies with pedestrian ramp requirements, per Section 11 B-402.2. 26. The allowable slope for an accessible ramp is <1;12 (8.33%), per Section 11B-405.2. 27. The allowable cross slope at pedestrian ramps shall be < 1 ;50 per ft (2%), per Section 11 B-405.3. 28. Show or note that ramp surfaces will be slip resistant. Section 11B-302.1. 29. Ramps shall have a minimum width of 48 inches, per Section 11 B-405.5 30. Ramps shall be provided with intermediate landings where the rise is >30". Section 11B-405.6. 31. Show required landings at the top and bottom of ramps, per Section 11 B-405.7. a) The bottom landing shall be >72" in the direction of travel. b) The top landing shall be a >60" x 60". 32. Show that the required intermediate landing is provided, per Section 11 B-405.7.4 as follows; a) >60" long where the ramp does not change directions. b) >72" long where the ramp does change directions. 33. Revise plans to show the minimum required depth of landing where a door swings over the top landing. The minimum depth ofthe landing is required to be equal to the door width, plus 42", per Section 11B-405.7.5. 34. Plans shall show that the strike edge distances at doors comply with the requirements of Section 11 B-404.2, as follows; a) >24" at exterior ramps; >18" at interior ramps. 35. Show handrails at each side of ramp(s) which are shown to be >1 ;20 in slope, per Sec. 11 B-505.2. 36. Where the ramp suri'ace is not bounded by a wall, the ramp shall comply with one of the following requirements, per Section 11B-405.9.2; a) A guide curb a minimum of 2" in height shall be provided at each side of the ramp; or b) A wheel guide rail shall be provided that prevents the passage of a 4" sphere where the sphere is within 4" of the finish floor. CARLSBAD 14-888 MAY 5, 2014 37. Show that handrails are >1 %" but S2" in any cross sectional dimension. Additionally, show that the handrails are placed a >1 Vi" from any wall, per Section 11 B-505.7. 38. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements, per Section 11 B-505.8 (i.e., no stucco). 39. Show or note that handrails meet the following requirements, per Section 11 B-505; a) Are continuous; Are to be located >34" but <38" 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. c) Ends are to be returned to a wall or walking surface. . ENTRANCES AND CIRCULATION 40. Floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, elevators or lifts. Sections 11 B-206.2.4 and 11 B-402.2. 41. Show that all entrances, and exterior ground level exits, are accessible, per Section 11 B-206.4.1. • DOORS 42. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11 B-404.2.7; a) Latching, or locking, doors in a path of travel are operated with a single effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. b) Is to be centered >34" but S44" above floor. 43. Show or note that the maximum effort to operate doors shall not exceed 8-y2 pounds for exterior doors and 5 pounds for interior doors, with such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. When fire doors are utilized, the maximum effort to operate the door may be increased to not exceed 15 pounds. Sec. 11 B-404.2.9. 44. Show or note that the lower 10" of all doors comply with Section 11 B-404.2.10, as follows; a) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. b) Narrow frame doors may use a 10" high smooth panel on the push side of the door. 45. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 B-404.2.4; a) >24" at exterior conditions. b) >18" at interior conditions. c) >12" on the push side, if the door has both a latch and a closer. d) Where a door is located in a recess or alcove where the distance from the face of the wall to the face of the door is greater than 8 inches, the above clearances shall apply. Section 11B- 404.2.4.3. . STAIRWAYS AND HANDRAILS 46. Show that handrails are provided on each side of the stairs, per Section 11 B-505.2. 47. Provide sections, details or notes to show that handrails are to be located >34" but s38" above nosing of treads, per Section 11 B-505.4. CARLSBAD 14-888 MAY 5, 2014 48. Show that handrails extend >12" beyond top nosing, and >12"-plus-tread-width beyond the bottom nosing. At the top, the extension siiall be parallel with the floor. At the bottom, the handrail shall continue to slope for a distance of one tread width; the remainder of the extension shall be horizontal. The extensions of handrails shall be in the same direction of the stair flights. Section 11 B-505.10. 49. Per Sec. 11 B-505.7, provide details, sections to show that handgrip portions of handrails are; a) >1 %" and <2" in cross sectional dimension. b) The shape may provide an equivalent gripping surface. c) The handgrip portion shall have a smooth surface, without any sharp corners. 50. Stair treads shall be no less than 11" deep, measured from riser to riser. Section 11 B-504.2. This applies even if basic CBC provisions may allow a narrower tread. 51. Show or note that interior stair treads are marked at the upper approach and the lower tread of each stair, by a strip of cleariy contrasting color, per Section 11 B-504.4.1, as follows; a) At least 2" wide (but not more than 4" wide). b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. 52. Note that all tread surfaces comply with Section 11 B-504.3 and 11 B-504.5, as follows; a) Open risers are not permitted; Have no abrupt edges at the nosing. b) Stair treads shall be no less than 11" deep, measured from riser to riser. c) Be slip resistant; Have smooth, rounded or chamfered exposed edges. d) Nosing shall not project > 1 Yt" past the face of the riser above. • DRINKING FOUNTAINS • The following provisions apply if drinking fountains are indicated on the plans 53. The drinking fountain shall be a minimum of 18 inches in depth and there shall be clear and unobstructed knee space under the drinking fountain not less than 27 inches in height and 8 inches in depth, the depth measurements being taken from the front edge ofthe fountain. Additionally, there shall be toe clearance of 9 inches in height above the floor and 17 inches in height above the floor and 17 inches in depth from the front edge of the fountain. A side approach drinking fountain is not acceptable. Section 11B-602. . CONTROLS AND OPERATING MECHANISMS 54. 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 118-308. 55. Note on the plans that controls and operating mechanisms shall comply with the requirements of Section 11B-309. • SIGNAGE 56. Tactile stair level identification signs (complying with Section 11B-703) shall be located at each floor level landing in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five-pointed star located to the left of the identifying floor level. Section 11B-216.4.1. CARLSBAD 14-888 MAY 5, 2014 • ALARMS 57. Per Sections 907.5.2.3.1 and 11B-702.1, 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 in the following areas; i) Restrooms; Corridors; Lobbies; Multipurpose rooms ii) Occupied rooms where ambient noise impairs hearing of the fire alarm 58. Provide a note on the plans stating that the audible and visual alarms will comply with the provisions of Title 24 Section 907. • SANITARY FACILITIES 59. Note that doorways leading to sanitary facilities shall be identified, per Sec. 11 B-703.7.2.6, as follows; a) An equilateral triangle %" thick with edges 12" long and a vortex pointing upward at men's rest rooms. b) A circle Vi" 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 58" - 60". e) Braille signage shall also be located on the wall adiacent to the latch outside of the doorways leading to the sanitary facilities. • MULTIPLE ACCOMMODATION SANITARY FACILITIES 60. Doors shall not swing into the clear floor space required for any fixture within the toilet facility. Section 11B-603.2.3. 61. 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. Section 11 B-304.3. 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 11B-603.2.3. 62. Show that at least one water closet fixture, located in a compartment, shall provide the following, per Section 11 B-604; a) The compartment shall be a minimum of 60" wide. Also, there shall be provided a clearance of at least 59" in front of the water closet for floor-mounted water closets (56" for wall- mounted water closets). b) One side of the water closet shall provide 17" -18" from the centeriine of the water closet to the adjacent compartment wall. c) For water closet compartments having side-opening doors, compliance with the following figure must be shown on the plans. The door shall be in the partition farthest from the water closet and shall be 4" maximum from the front partition. d) For water closet compartments having end-opening doors, compliance with the following figure must be shown on the plans. The door shall be in the partition farthest from the water closet and shall be 4" maximum from the side partition. e) Clear space in front of the water closet shall be; i) >48" if the compartment has an end opening door. ii) >60" is required for side opening doors. CARLSBAD 14-888 MAY 5, 2014 63. At least one side partition at the accessible water closet(s) must have a toe clearance of at least 9" (unless the stall width is increased to 66"). Section 11 B-604.8.1.4. 64. Show or note, per Section 11 B-604.8.1.2, 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. 65. The door into the accessible water closet compartment shall be provided with a clearance of at least 18" at the strike side ofthe 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. 66. 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, per Section 11 B-404. . RESTROOM FIXTURES & ACCESSORIES 67. Show on plans that the accessible water closets meet the following requirements, per Sec. 11B- 604.4 & 11B-604.6; a) The seat is to be >17" but si 9" in height. b) The controls for flush valves shall be; Mounted s44" above the floor. 68. Show that accessible lavatories comply with the following, per Section 11B-606; 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. c) The counter top is S34" maximum above the floor. d) >29" high, reducing to 27" at a point located 8" back from the front edge. e) >9" high x 30" wide and 17' deep at the bottom. f) Hot water pipes and drain lines are insulated. 69. Show that grab bars comply with the following, per Sections 11 B-604.5 and 11B-609; 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" - 36" above the floor, and parallel. c) Grab bars at the side shall be located; i) Be >42" long with the front end positioned 24" in front of the stool. ii) Total length of bars at the back shall be >36". d) The diameter, or width, of the grab bar gripping surface is >1 Vi" but S2", 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 1V4". 70. Show on the plans that accessible urinals meet the following requirements, per Sec. 11B-605; a) The rim of at least one urinal shall; Project at least 13V2" from the wall; Be <17" above 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. CARLSBAD 14-888 MAY 5, 2014 71. Per Section 11 B-603.5, show on the plans <40" height for; a) The operable parts of at least one: i) Paper towel dispenser; Sanitary napkin dispenser; Waste paper disposal. ii) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. 72. If showers are proposed, show or note compliance with the following requirements, per Section 1115B.4.4: a) Size and Clearance. Accessible showers shall comply with one of the following; i) Roll-in shower 60 inches minimum in width between wall surfaces and 30 inches in depth with a full opening width on the long side. Shower compartment size and clear floor space shall comply with Figure 11 B-608.2.2. ii) Alternate roll-in shower 60 inches minimum in width between the wall surfaces and 36 inches in depth with an entrance opening width of 36 inches minimum. Shower compartment size and clear floor space shall comply with Figure 11 B-608.2.3. b) Threshold in roll-in type showers shall be V4 inch in high maximum. c) 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). Section 11 B-213.3.6. d) A flexible hand-held shower unit is required with at least a hose 59 inches long that can be both used as a fixed shower head and hand held. This unit shall be mounted such that the top of the mounting bracket is a maximum of 48 inches above the shower floor. e) The floor slope shall be a maximum of 1 ;48 in any direction. Where drains are provided, the grate shall have openings Vi 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 inches above the floor. g) Indicate on the plans a folding seat, located on the wall adiacent to the controls, 18" above the floor and shall not extend more than 6 inches from the wall. h) Grab bars shall be located, per Section 608.3; i) On the back wall and the side wall opposite the seat. ii) Mounted >33" but S36" above the shower floor. iii) Grab bars shall not extend into that portion of the wall over the seat. 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. j) Water controls shall be of a single-lever design, operable with one hand, and shall not require grasping, pinching or twisting of the wrist. The controls shall be on back wall, adjacent to the seat & the center line of the controls shall be located 39" - 41" above shower floor. • SINGLE ACCOMMODATION FACILITIES 73. Show a sufficient space in the toilet room for a wheelchair to enter the room and close the door, per Sec 11 B-603.2. The space is required to be; Show blow up details of all restrooms indicating they comply with following dimensions for single & multiple accommodations (all restrooms both floors); a) >60" diameter; A T-shaped space as shown in Figure 11 B-304.3.2. b) Doors are not permitted to encroach into this space by more than 12 inches. CARLSBAD 14-888 MAY 5, 2014 74. Show that the water closet is located in a space which provides; a) A clear space at the water closet in compliance with Section 11 B-604.3.2 (this prohibits any fixtures from encroaching into the clear space at the rear wall). b) A clear space in front of water closet measuring 60" wide by 48" in front. Sec. 11 B-604.3.1. i) Please notice that the 28" clearance required in the previous code (between the water closet and lavatory) has been changed to a 60" clearance as shown below 60" MIN. CENTERLINE OF FIXTURE 75. Doors shall not swing into the clear floor space required for any fixture but may swing up to 12" into that portion of the turning space which does not overiap the required clear floor space. Maintain the required clearances at the lavatory/water closet without the entry door swinging into those areas. Sec. 11B-603.2.3. CARLSBAD 14-888 MAY 5, 2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLANCHECKNO.: 14-888 PREPARED BY: ALI SADRE, S.E. DATE: MAY 5, 2014 BUILDING ADDRESS: 2283 COSMOS COURT BUILDING OCCUPANCY: B/A/Sl TYPE OF CONSTRUCTION: V-B/SPR. BUILDING PORTION AREA (Sq.Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ADD 1331 REMOVAL 1909 REMODEL 31269 Air Conditioning Fire Sprinklers TOTAL VALUE 1,212,636 Jurisdiction Code CB By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Repetitive Fee j Repeats 0 Complete Review • Other Hourly EsGil Fee • Structural Only Hr. @ $4,394.72 $2,856.57 $2,461.04 Comments: Sheet 1 of 1 macvalue.doc + PLAN CHECK PLAN CHECK Community & Economic ^ CITY OF REVIEW Development Department 1635 Faraday Avenue CARLSBAD TRANSMITTAL Carlsbad CA 92008 www.carlsbadca.gov DATE: 5/06/2014 PROJECT NAME: Skateoplex training facility tenant improvement PLAN CHECK NO: CB 14 888 SET#: l ADDRESS: 2283 Cosmos ct VALUATION: PROJECT ID: CUP 13-09 APN: 213-050-43 XI This plan check review Is complete and has been APPROVED by: LAND DEVELOPIVIENT ENGINEERING DIVISION Final Inspection by Construction Management Division required: Yes X No 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: ENGINEERING 760-602-2750 { \/ Linda Ontiveros Ts. 760-602-2773 Linda.Ontlveros@carlsbadca.gov Dorninic Fieri \j 0 Ty (} '"''"4 k) O ^1" D 0 m 1 n I c lieri-^carlsbaGca.goy For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: Per direction from Senior Engineer. ADT calculation from Traffic Impact analysis dated July 30, 2013 Revised September 18, 2013 by Linscott Law & Greenspan (CUP 13-09) will be used for fee assessment. Skateoplex training facility tenant improvement CB 14-888 please Read Instructions: Outstanding issues are marked with X • Pilose make the necessary corrections for compliance with applicable codes and standards and re-submit corrected plans and/or specifications to the Building division. Items that conform to permit requirements are marked with </ -or- have intentionally been left blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scaie. Show; / North arrow / Existing & proposed structures / Property line dimensions Easements Show on site plan: Drainage patterns Existing & proposed slopes Existing topography Retaining Walls (location and height) Indicate what will happen with soil excavated from pool area. Include on title sheet: / / / Site address Assessor's parcel number Legal description/lot number PREVIOUS PERMITS; CB880825 CB891142 CB030854 SUBTOTAL 6.10 EDU's I 183 ADT's 3.65 EDU's I 144 ADT's 1.02 EDU'S I 43 ADT's (10.77 EDU's I (370 ADT's) *SHELL TO OFFICE SPACE FOR THIS TENANT IMPROVEMENT; 7,626 SF* Lot/Map No,: LOT 3 / MAP 15253 Subdivision/Tract: VENTANA REAL Reference No(s): DWG418-6A E-37 Page 2 of 4 REV 6/2012 Skateoplex training faciiity tenant improvement CB 14- IM/A 2. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 11.06.030 of the Municipal Code. Inadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be Included on the plans. If no grading is proposed write: "NO GRADING" Minor Grading Permit reouired. NOTE: The qradinq permit must be issued and qradinq approval obtained prior to issuance of a buildinq permit. A separate grading plan prepared a registered civil engineer must be submitted together with the completed application form attached. Graded Pad Certification required. All required documentation must be provided to your Construction Management & Inspection division inspector, . The inspector will then provide the Land Development Engineering counter with a release for the building permit. See attached checklist for minimum submittal requirements. 3. MISCELLANEOUS PERMITS / RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. A separate right-of-way issued by the engineering division is required for the following; N/A Attachments: Engineering Application Storm Water Form RIght-of-Way Application/ Info Reference Documents E-37 Page 3 of 4 REV 6/2012 Per direction from Senior Engineer, ADT calculation from Traffic Impact analysis dated July 30, 2013 Revised September 18, 2013 by Linscott Law & Greenspan (CUP 13-09) will be used for fee assessment. Fee Calculation Worksheet LAND DEVELOPMENT ENGINEERING DIVISION Prepared by: Linda Ontiveros Address: 2283 Cosmos Ct Fees Update by: Date: 05/06/2014 Date: GEO DATAiLFMZ: 5 / B&T: Bldg. Permit #: CB 14-888 Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Refer to CMC 13.10.020(c): Types of Use: Specialty 'GYIVI' Types of Use: [OFFICE CREDIT] Types of Use: fWHSE CREDIT] Types of Use: • 18.15 [6.331 [4.25] 7.57 EDU's oCMC 18,42.020(e): Sq.Ft./Units 32,668 SF /1800 EDU's: Sq.Ft./Units 11,401 SF/1800 EDU's: Sq.Ft./Units [21,267 SF/ 50001 EDU's: Sq.Ft./Units Current calc > EDU's: ADT CALCULATIONS: List types and square footages for all uses. Refer Types of Use: Specialty "GYM' ^ Sq.Ft./Units 40/1000(32,668 SF) ADT's: 1^07 Types of Use [OFFICE CREDIT] ' Sq.Ft./Units 20/1000(11,401 SF) ADT's: [228] Types of Use: pnSE CREDIT] Sq.Ft./Units [5/1000 (21,267 SF)] ADT's: [106] Types of Use: Sq.Ft./Units Current calc > ADT's: 973 FEES REQUIRED: Within CFD: / YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE: NW QUADRANT ADT'S/UNITS: \X 2. TRAFFIC IMPACT FEE^j^fep^ ADTSim\JS,Jg?^:^S^^Dl: 97.00 3. BRIDGE & THOROUGHFARE FEE: "^^IST. #1 ADT'S/UNITS: 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: 5. SEWER FEE X X NE QUADRANT EE/ADT: _ FEE/ADT: ZONE: FEE/SQ.FT./UNIT: SEQUADARANT SW QUADRANT — Dir"" EDU's 7.57 BENEFIT AREA: G EDU's 7.57 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: UNITS CODE X FEE/EDU: 842 X PLDA: X FEE/EDU: 632 HIGH FEE/AC: MED CONN. FEE METER FEE DIST.#2 =$ =$ =$ 6,373.94 =$ 4,784.24 UM LOW =$ SDCWA FEE )IST.#3 TOTAL CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carl.sbadca.eov DATE: 7/29/2014 PROJECT NAME: Icetown Skateoplex PROJECT ID: CUP 13-09 PLAN CHECK NO: CB14-888 SET#: 2 ADDRESS: 2283 Cosmos Court APN: 213-050-43 XI This plan check review Is complete and has been APPROVED by the Planning Division. By: Austin Silva A Final Inspection by the Planning Division is required ^ Yes • No You may also have corrections from one or more ofthe divisions iisted below. Approval from these divisions may be required prior to the issuance of a buiiding permit Resubmitted plans shouid inciude corrections from aii divisions. • This plan check review is NOT COIVIPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: john@defrenza.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.^ov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 Gregorv.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Glna.Rulz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Llnda.Ontlveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Won£@carlsbadca.gov X Austin Silva 760-602-4631 Austln.sllva@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Domlnic.Fieri@carlsbadca.gov Remarks: CD 14-06 has been approved JDA ASSOCIATES July 2,2014 City of Carlsbad Will Foss & Ali Sadre (Esgil) 1635 Faraday Avenue ^ ^^I/FA Carlsbad, CA 92008 ^ 02 2nu RE PC 14-888 C/ry ., Dear Sirs, ^^''^S!^^ The goal herein is to define the Assembly count to be lower than 300 occupants. To do this the project endeavors to define three supporting topics: 1. Establish that the facility is not a standard ice rink open to the public at all hours. It is a training facility as defined and approved by the City of Carlsbad Council & Planning Division through a Conditional Use Permit #13-09. 2. The Traffic Study defining the quantity of parking required to support the training facility (also part of the approved CUP). 3. Ticket sales fi'om the Riverside facility which is also a training facility. The goal is a lower OL factor for Skating Rinks "Rink and Pool" firom 50 gross to 140 gross. This lower OLF would produce 109 occupants upon the rink surface and 4 occupants upon the dry ice surface - total of 113 occupants for the "Skating Rink" category. The client is preparing a more complete report for rink attendees representing the entire 2013 year but I can proceed with the attached January to May Public Sales record for this year. The January to May 2014 "Riverside Public Sales" report (attached) has two public skate sessions every Saturday (Noon & 8pm start times). This is the same amount of public rink time proposed at the Carlsbad location. The rest of the rink usage throughout the week is reserved and pre-paid for ice skate training and hockey teams. This year's records show an average of 74 attendees for both noon and evening sessions combined. The report depicts a three hour evening peak average being the highest at 77 attendees in the facility at one time. I understand this does not necessarily translate directly to occupants but it represents a real time usage of the facility as would number of seats in other assembly facilities. 2900 Bristol Street, Buildmg A, Suite 203, Costa Mesa, CA 92626 Phone (949) 261-8805 Fax (949) 261-8053 JDA ASSOCIATES I use these numbers to show that the 2013 Califomia Building Code (2012 IBC) Table 1004.1.2 OL factor for a "Rink" surface of 50 sf per occupant is completely inaccurate for this type of training facility. Using the 15,287sf that the rink surface comprises, the resulting OL would be 305 occupants. Another factor to consider is that an average public skate attendee only skates for a short period, retuming to sit, snack or leave the rink before their session ends. I propose the actual attendee count of 74 (occupants) remains a conservative number representing a safe OL factor. To continue to be conservative in my analysis, the OLF of 140sfocc proposed represents a value 135% higher than the actual average attendee count (74 verses 113). An OLF of 113 occupants in addition to the rest of the occupied spaces still results in a facility (by code interpretation) that could have 298 occupants. The Conditional Use Permit recognizes a significantly lower usage through provided parking. Granting of this finding / interpretation is dependant on three assumptions; Whether it is appropriate to use an average to establish the OL factor Does an attendee count equate to an Occupant count. The approval of the Building Official for this altemate load factor (sec. 1004.1.2 Exemption). Please consider this my formal request for a Determination of Design to the city of Carlsbad Building Official with supporting documents attached: traffic/parking study, City Council & Planning Division approved CUP & Client Record of Sales 2013 to present. Since, /John Architect, CA lic# 18219 2900 Bristol Street, Building A, Sutte 203, Costa Mesa, CA 92626 Phone (949) 261-8805 Fax (949) 261-S053 ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carisbadca.eov DATE: 4/25/2014 PROJECT NAIVIE: icetown Skateoplex PROJECT ID: CUP 13-09 PLAN CHECK NO: CB14-888 SET#: 1 ADDRESS: 2283 Cosmos Court APN: 213-050-43 Q This plan check review is complete and has been APPROVED by the Division. By: A Final Inspection by the Division is required • Yes • No you may also have corrections from one or more ofthe divisions iisted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted pians should inciude corrections from ali divisions. ^ 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 APPROVAL has been sent to: For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 RRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Ch ris.Sexton@carisbadca.gov 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov 1 1 Greg Ryan 760-602-4663 G regorv. Rya n@ca rlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov X Austin Silva 760-602-4631 Austin.silva@carlsbadca.gov • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: Solid masonry walls are required for the enclosure of the chiller units. Please correct. NJ^ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL COPY Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 08.18.2014 PLAN CHECK NO: 4 SET#: 1 PROJECT NAME: SKATEOPLEX ADDRESS: 2283 COSMOS CT PROJECT ID: CB140888 APN: This plan check review is complete and has been APPROVED by the FIRE Division. By: G. RYAN A Final Inspection by the FIRE Division is required ^ Yes • No 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: JOHN DEFRENZA ARCH You may aiso 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 shouid include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760«02-2750 FIRE PREVENTION 76O«02-4665 1 1 Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.£ov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.eov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontlveros@carlsbadca.gov 1 1 Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Remarks: See Attached BiW OIMG DEPX Carlsbad Fire Department COPY Plan Review Requirements Category: Tl, COMM Date ofReport: 08-18-2014 Reviewed by: Name: JOHN DEFRENZA Address: 2900 BRISTOL ST. A-203 COSTA MESA, CA 92626 Permit #: CB140888 Job Name: SKATEOPLEX: CONVERT 32,668 SF Job Address: 2283 COSMOS CT CBAD Please review careftilly all comments attached. Conditions: CITY OF CARLSBAD FIRE DEPARTMENT - APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. At or prior to Final Fire and Building inspection an Emergency lighting facilities test shall be conducted by CFD persormel during pre-dawn or dusk hours when ambient light is at 0.00 Lux or 0.0 Foot-candle. This test shall be conducted to test the initial loss of power reading of illumination that is at least an average of 1 foot candle (11 lux) and a minimum of 0.1 foot-candle (1 lux) measured along the path of egress at the floor level. And tested after 60-minutes to 0.6 fc (6 lux). Failure to provide sufficient lighting in egress aisles, corridors, exit enclosures, exit passageways and stair enclosures is the AOR's responsibility. CFC Ch. 10, Sec. 1006. Entry: 08/18/2014 By: GR Action: AP Final Review The items, IN BLUE FONT, throughout this document require correction and/or additional information and have been delivered to Carlsbad Fire Department for fire official review. Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Darvl Kit James Date: 8/16/14 APPLICANT: John Defrenza PROJECT NAME: SKATEOPLEX Cbi"^^^^ JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2283 Cosmos Ct. PROJECT DESCRIPTION: Renovate/Remodel Existing tilt-up concrete structure for use as training facility - ice Rink. Total Ground Floor = 28,334a] 32,348[5 This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work and is not recommended for approval. T1.0 •Index of Drawings •Add Sheets A4.2, A4.8, SI.8, 82.3 & 83.2. •Provide Sheet A3.3 •Structural sheet numbers to match sheets. I.e. Revise 811 to 81.1, etc. •Revise Sheet Descriptions A4.0 & A4.2 to match sheets. •Arrange the index in accordance with sheet placement. •Provide an Egress Analysis for First and Second Stories on a Separate Exit Plan Sheets •Denote the occupancy classification for square footage, occupant load factor and occupant load for each room/area based on the function ofthe room. CBC 302.1 and CBC Table 1004.1.1. •If nonseparated occupancies are applied, each occupancy shall be individually classified in accordance with CBC 302.1, The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9,_which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. CBC 508.3. •Comply with all CBC Chapter 10 sections, applicable to all individually classified occupancy groups. Denote common paths of travel and exit access travel distance to each exit discharge to a public way. CBC 1014.3 & 1016. Address convergence of egress paths. CBC 1004.5 and 1015.2.1 Show number of occupants exiting at each exit discharge. •Denote the aggregate occupant load, required number of exits, and required exit widths, as well as the actual width of exits provided. CBC 1005. Label all doors new and existing, and correspond with Door Schedule. •Doors shall swing in the direction of travel when serving an occupant load of 50 or more. CBC 1008.1.2 •Identify the location ofthe main exit and denote compliance with CBC 1008.1.9.3. •Provide panic hardware, on doors from all assembly occupancies, to a public way. CBC 1008.1.10 Page 2 of? •Where two exits are required, denote the distance between exits. CBC 1015.2.1 •Denote the locations of exit signs. CBC 1011 •Egress doors shall be of the pivoted or side-hinged swinging type. CBC 1008.1.2 •Provide a workstation, furniture, seating and equipment layouts. If number of occupants exceeds the maximum allowance per occupant, address the increase. CBC 1004.2. •Denote location(s) of occupant load sign(s). CBC 1004.3 Project Data •1.Scope of Work Justify designating Party Room, Skate Rental Room and Offices as under a separate permit. Party Room, Skate Rental Room and Offices are displayed throughout the plan check set. •2. Sprinklered Facility: Specify whether Sprinkler system substituted for fire-resistive rated construction in accordance with CBC Table 601 Note d. •3. Floor Area: Provide a code analysis for change in occupancy group and increased building area. Denote applicable CBC 506 Building Area Modifications / equations used to justify increased building area. •State whether separated or nonseparated occupancies. If nonseparated, demonstrate compliance with CBC 508.3 for the A-3 occupancy. •If separated, provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one. Show fire barriers separating mixed occupancies. There is a discrepancy in this data and Statistical Data, shown on Sheet Al. See comments under Sheet Al and revise Project Data and Statistical Data. •11. Applicable codes are adoptions to the California Code of Regulations. T24, also referred to as the California Building Standards Code. For example, the 2013 CFC is Part 9 of 12 parts of the California Code of Regulations, T24 California Building Standards Code. •Provide the Following List of Applicable Codes: Add 2013 CFC 2013 California Building Code based on the 2012 International Building Code 2013 Califomia Fire Code based on the 2012 International Fire Code 2013 California Electrical Code based on the 2011 National Electrical Code 2013 California Mechanical Code ...based on the 2012 Uniform Mechanical Code 2013 California Plumbing Code based on the 2012 Uniform Plumbing Code 2013 California Energy Code •Occupancy Group: If confirmed that nonseparated occupancies will be applied, classify each individual nonseparated occupancy in accordance with CBC 302.1. The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. CBC 508.3. •Occupant Load Factor: Provide Depictions A & B, as noted. 9. Revise code reference. See List of Applicable Codes. 2013 CFC Page 3 of7 12. Occupant Load Signage / Occupant Load The Occupant Load Factor for an indoor rink is 50 in accordance with CBC Table 1004.1.2. Any variance to this requirement is subject to approval by the Building Official. •Code Analysis for A-3 Occupancy If opting for nonseparated occupancies demonstrate compliance with CBC 508.3 or provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one. GENERAL NOTE 2 include the Following Under a Deferred Submittals List 1. Fire Sprinkler System - 2013 CFC 903 and 2013 NFPA 13. 2. Fire Alarm System - 2013 NFPA 72 and 2013 CFC 907 including sections specific to proposed occupancy groups. The most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. Occupant notification appliances shall activate throughout the notification zones upon sprinkler waterflow. (If opting for nonseparated occupancies) 3. Snack Room SP-1 Stairs, Exits and Occupant Loads Note 1 Required Exit Doors A&D - Update code reference to 2013 CBC. "When Building is Occupied" Note 6 - Update code reference to 2013 CBC 1008.1.9.3 #3. Al Site Plan Denote hydrant, FDC, PIV, fire access roads, fire lanes, gates and Knox box location. •The new accessibility parking may have altered the fire lanes and/or fire apparatus roadways. To ensure the roadways are maintained in accordance with the city of Carlsbad municipal requirements, please provide the following notes [la. Ib. Ic. and Id.] onto the plans (where applicable): la. Carlsbad Municipal Fire Prevention Code, 17.04.220 Section 503.2.1 Dimensions—amended, to read as follows; Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7,315 mm) exclusive of shoulders, except for approved security gates in accordance with section 503.6 and an unobstructed vertical clearance of "Clear-to-sky". 1b. Carlsbad Municipal Fire Prevention Code, 17.04.250 Section 503.2.3 Surface—Amended, to read as follows: Fire apparatus access roads shall be designed and maintained to support not less than 75,000 Ibs. (unless authorized by the Fire Code Official) and shall be provided with an approved paved surface so as to provide all-weather driving capabilities. Ic. Carlsbad Municipal Fire Prevention Code, 17.04.290 Section 503.4.1 Fire access roadway design features—^Amended, to read as follows: Roadway design features (speed bumps, speed humps, speed control dips, etc.) which may interfere with emergency apparatus response times shall not be installed on fire access roadways, unless they meet design criteria approved by the Fire Code Official. Statistical Information Code Analysis Provide a code analysis for change in occupancy classification and increased building area. Denote applicable CBC 506 Building Area Modifications and equations used to justify increased building area. Denote side yard dimensions. There is a discrepancy in this data and Statistical Data, shown on Sheet Al. See comments under Sheet Al and revise Project Data and Statistical Data. Page 4 of 7 Provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one, unless using nonseparated occupancies CBC 508.3. N/A •If opting for nonseparated occupancies demonstrate compliance with CBC 508.3. Nonseparated occupancies shall be individually classified in accordance with CBC 302.1. The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 which apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area •Building Floor Area Calculation Mezzanine floor area should not be included in total floor area, therefore, not eligible for area reduction. CBC 505.2. •Construction Type - Update to 2013 CBC Table 601 Type of Construction •Denote distance to property lines and to other buildings on the site plan and show compliance with CBC Table 602. •Denote exterior wall ratings. CBC Table 601 •Denote side yards used for increase in building area. N/A •Occupancy Type - Classify occupancy groups for each room/area of the building based on the function of that space in accordance with CBC 303. Indicate if nonseparated or separated. CBC 508.3. A2.0 •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Label all new and existing doors and correspond with Door Schedule. OK Clarified on Door Schedule •Locate Door 119A. •Justify why Door to Entry Area 102 is labeled 101 A. General Notes 8. Revise sheet number for reference to penetration details, etc. Legend •Add a symbol for / / / / / / shown in Snack Room 126. Add NIC Add a symbol for shaded Zamboni Room 128 and other shaded areas. •Walls on floor plan shall match symbols on Wall Legend. •Denote required separation of occupancies. CBC Table 508.4 (If separated occupancies) •Rated wall symbol(s) on plan must match Legend symbols. N/A Add a reference to details. Rated wall details to be labeled as rated. N/A Rated wall details to include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1(2). N/A If penetrating rated assemblies, provide details including fireproofing product listings. N/A Page 5 of 7 Denote type and location of fire extinguishers. CFC 906. Recommend placing 2A10BC fire extinguishers near exits, within the path of egress. See CFC 906 for distance and area requirements. A-0.0 •Verify that the Exercise area is on the 2"*^ Floor. A2.1 Label all new and existing doors and correspond with Door Schedule. Identify room 201 as an Exercise room A2.2 Remove note that references Revise Title of Fire Rating Column to Window Type. Door Schedule Add an "A" or "B" to door numbers where applicable. •Verify that all information on door Schedule accurately corresponds with floor plans. identify the Hardware Sets and coordinate with Door Hardware Specifications. •All doors in assembly occupancies shall be equipped with panic hardware. CBC 1008.1.10. •Verify Door 119A is equipped with panic hardware. Not shown on Sheet A2.0. •Verify Door 120A is equipped with panic hardware. This door swings into Room 120. •Identify the Main Exit Door. State in the Remarks Column and in Door Hardware Notes, A readily visible durable sign will be posted on the egress side on or adjacent to the door stating: This Door to Remain Unlocked When Building is Occupied CBC 1008.1.9.3 Provide door hardware specifications and coordinate with Door Schedule. •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Provide descriptions of hardware types and denote types of hardware in Remarks Column for all doors. •Provide Hardware Notes Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. Room Schedule Reference is made to a finish plan. Please provide a finish floor plan with or without the reference. Interior Finishes General note is not acceptable. Please provide the following: Deliver to Deputy Fire Marshal, Greg Ryan a hardcopy of California State Fire Marshal listings, and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base for existing carpet CFC 804 Page 6 of 7 Deliver to Deputy Fire Marshal, Greg Ryan a hardcopy of specifications and California State Fire Marshal listings or other acceptance criteria such as flame spread and smoke developed Index for MDC acoustical wall covering, EOMAC stretch wall covering, wall panels, wall base, corner guards and ceiling finish materiais. CBC 803.1.2. Deliver to Deputy Fire Marshal, Greg Ryan a hardcopy of specifications California State Fire Marshal listings or other acceptance criteria such as flame spread and smoke developed index for Vinyl Strip Door Curtain. CBC 803. •Denote all decorative materials and trim. Demonstrate compliance in accordance with CFC 807.2. None •M-1.1 Mechanical Schedules not provided as indicated in the sheet. Revise sheet title. •M-4.0 Denote locations of fire/smoke dampers. N/A E-1 General Notes Notes 2 & 8 - Update code references to read 2013 CEC and 2011 NEC. E-2. E-3. E-3.1. E-3.2&E-4 •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Photometric Plans Photometric plan to inciude the entire Means of Egress Svstem. to an exit discharge to a public wav. including the second floor, which consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the buiiding to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2 E-5 Second Floor Plan not provided as indicated in this sheet title. Revise sheet title. Email Response From Klausbruckner & Associates Re: The Proposed Use Of Ethylene Glycol John, There is conflicting intbnnation regarding ethylene glycol as to whether it is considered a toxic material or not. It is our belief, after doing some further research on ethylene glycol using various safety data sheets (EPA website included: http://www.epa.gov/ttnatw01/hlthef/ethy-glv.html'), that a 30% Ethylene Glycol in water mixture should not be classified as a toxic material. We believe that it is a combustible Ill-B liquids, irritant, other health hazard. Page 7 of 7 Additionally, NFPA and HMEX do not classify Ethylene Glycol (CAS# 107-21-1) as a toxic materials, though it is an older database. That being said, there is information out there that may say othewise and I would ask Glen where he got his information stating it is toxic. Hopefully this information is helpful and if you need further assistance, please do not hesitate to ask. This information is preiiminarv. Due to the preiiminarv nature of this evaluation Klausbruckner and Associates is not liable for anv decisions made/derived from the above information. A full code compliance report is required for a complete analysis as to whether the building or outdoor conditions will be adequate. All of the above information and anv future reporting is contingent upon fire & building department approvals and solely based on information provided to us by the business owners and the fire department. Marissa Miyao 2495 Ti-uxtun Road, Suite 205 - San Diego, CA - 92106 tel: 619.677.2004 ext. 223 - fax: 619.677.2444 www.klausbruckner.com END OF COMMENTS CORRECTION UST 3 Page 1 of 7 Qi^DG. DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Darvl Kit James Date: 7/30/14 APPLICANT: John Defrenza PROJECT NAME: SKATEOPLEX JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2283 Cosmos Ct. PROJECT DESCRIPTION: Renovate/Remodel Existing tilt-up concrete structure for use as training facility - ice Rink. Total Ground Floor = 28,3340] 32,348(1] This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. RESUBMITTAL INSTRUCTIONS 1. Respond to the plan check comments by providing a written correction following each comment on this Correction List. 2. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates on applicable sheets throughout the plan check set. 3. Denote Fire Department revisions on the Building Department plan check set. 4. Send a copy of the latest Building Department (EsGil) comments as soon as available. 5. Direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net 6. ONE COMPLETE, REVISED PLAN CHECK SET MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED. AVOIDING DELAY IN EXPEDITED PLAN CHECK SERVICES. DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 The items, in blue font, below require correction, clarification or additional information before this plan check can be recommended for approval to the Carlsbad Fire Department for permit issuance. COMMENTS - Responses to the Following Comments May Generate Additional Comments A-0 Index of Drawings Add Sheets A4.2, A4.8, SI .8, S2.3 & S3.2. Provide Sheet A3.3 Structural sheet numbers to match sheets. I.e. Revise S11 to S1.1, etc. •Revise Sheet Descriptions A4.0 & A4.2 to match sheets. •Arrange the index in accordance with sheet placement. Page 2 of7 Provide an Egress Analysis for First and Second Stories on a Separate Exit Plan Sheets Denote the occupancy classification, square footage, occupant load factor and occupant load for each room/area based on the function of the room. CBC 302.1 and CBC Table 1004.1.1. The Building Code Official must approve any variance to this requirement prior to Recommendation for Approval. Rink OL factor s/b 15 not 140. Viewer seating? If nonseparated occupancies are applied, each occupancy shall be individually classified in accordance with CBC 302.1. The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. CBC 508.3. Comply with all CBC Chapter 10 sections, applicable to all Individually classified occupancy groups. Denote common paths of travel and exit access travel distance to each exit discharge to a public way. CBC 1014.3 & 1016. Address convergence of egress paths. CBC 1004.5 and (CBC 1015.2.1) Show number of occupants exiting at each exit discharge. Denote the aggregate occupant load, required number of exits, and required exit widths, as well as the actual width of exits provided. CBC 1005. Label all doors and correspond with Door Schedule. Doors shall swing in the direction of travel when serving an occupant load of 50 or more. CBC 1008.1.2 Identify the location ofthe main exit and denote compliance with CBC 1008.1.9.3. Provide panic hardware, on doors from all assembly occupancies, to a public way. CBC 1008.1.10 Where two exits are required, denote the distance between exits. CBC 1015.2.1 Denote the locations of exit signs. CBC 1011 Egress doors shall be ofthe pivoted or side-hinged swinging type. CBC 1008.1.2 Provide a workstation, furniture, seating and equipment layouts. If number of occupants exceeds the maximum allowance per occupant, address the increase. CBC 1004.2, Denote location(s) of occupant load sign(s). CBC 1004.3 Project Data •1.Scope of Work Justify designating Party Room, Skate Rental Room and Offices as under a separate permit. Party Room, Skate Rental Room and Offices are displayed throughout the plan check set. 2. Sprinklered Facility: Specify whether Sprinkler system substituted for fire-resistive rated construction in accordance with CBC Table 601 Note d. 3. Floor Area: Provide a code analysis for change in occupancy group and increased building area. Denote applicable CBC 506 Building Area Modifications / equations used to justify increased buiiding area. Page 3 of7 State whether separated or nonseparated occupancies. If nonseparated, demonstrate compliance with CBC 508.3 for the A-3 occupancy. If separated, provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one. Show fire barriers separating mixed occupancies. There is a discrepancy in this data and Statistical Data, shown on Sheet A1. See comments under Sheet A1 and revise Project Data and Statistical Data. 4. & 11. Applicable codes are adoptions to the California Code of Regulations. T24, also referred to as the California Building Standards Code. For example, the 2013 CFC is Part 9 of 12 parts of the California Code of Regulations, T24 California Building Standards Code. Provide the Following List of Applicable Codes: Add 2013 CFC 2013 California Building Code based on the 2012 International Building Code 2013 California Fire Code based on the 2012 International Fire Code 2013 California Electrical Code based on the 2011 National Electrical Code 2013 California Mechanical Code ...based on the 2012 Uniform Mechanical Code 2013 California Plumbing Code based on the 2012 Uniform Plumbing Code 2013 California Energy Code Occupancy Group: If confirmed that nonseparated occupancies will be applied, classify each individual nonseparated occupancy in accordance with CBC 302.1. The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. CBC 508.3. Occupant Load Factor: Provide Depictions A & B, as noted. 9. Revise code references. See List of Applicable Codes. 12. Occupant Load Signage / Occupant Load Egress Analysis/Occupant Load shall be determined in accordance with CBC Chapter 10. Occupancy Letter dated July 3, 2014, must be approved by the Building Official/Fire Marshal prior to recommendation for approval of CBI40888. Code Analysis for A-3 Occupancy If opting for nonseparated occupancies demonstrate compliance with CBC 508.3 or provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one. Inciude the Following Under a Deferred Submittals List Fire Sprinkler System - 2013 CFC 903 and 2013 NFPA 13. Fire Alarm System - 2013 NFPA 72 and 2013 CFC 907 including sections specific to proposed occupancy groups. The most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. Occupant notification appliances shall activate throughout the notification zones upon sprinkler waterflow. (If opting for nonseparated occupancies) Snack Room SP-1 Stairs, Exits and Occupant Loads Note 1 Required Exit Doors A&D - Update code reference to 2013 CBC. Note 6 - Update code reference to 2013 CBC. Page 4 of 7 M Site Plan Denote hydrant, FDC, PIV, fire access roads, fire lanes, gates and Knox box locations. The new accessibility parking may have altered the fire lanes and/or fire apparatus roadways. To ensure the roadways are maintained in accordance with the city of Carlsbad municipal requirements, please provide the following notes [1a. Ib. Ic. and Id.] onto the plans (where applicable): la. Carlsbad Municipal Fire Prevention Code, 17.04.220 Section 503.2.1 Dimensions—amended, to read as follows; Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7,315 mm) exclusive of shoulders, except for approved security gates in accordance with section 503.6 and an unobstructed vertical clearance of "Clear-to-sky". Ic. Carlsbad Municipal Fire Prevention Code, 17.04.250 Section 503.2.3 Surface—Amended, to read as follows: Fire apparatus access roads shall be designed and maintained to support not less than 75,000 Ibs. (unless authorized by the Fire Code Official) and shall be provided with an approved paved surface so as to provide all-weather driving capabilities. Id. Carlsbad Municipal Fire Prevention Code, 17.04.290 Section 503.4.1 Fire access roadway design features—Amended, to read as follows: Roadway design features (speed bumps, speed humps, speed control dips, etc.) which may interfere with emergency apparatus response times shall not be installed on fire access roadways, unless they meet design criteria approved by the Fire Code Official. Statistical Information Code Analysis Provide a code analysis for change in occupancy classification and increased building area. Denote applicable CBC 506 Building Area Modifications and equations used to justify increased building area. Denote side yard dimensions. Provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one, unless using nonseparated occupancies CBC 508.3. If opting for nonseparated occupancies demonstrate compliance with CBC 508.3. Nonseparated occupancies shall be individually classified in accordance with CBC 302.1. The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 which apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area Building Floor Area Calculation Mezzanine floor area should not be inciuded in total floor area, therefore, not eligible for area reduction. CBC 505.2. •Construction Type - Update to 2013 CBC Table 601 Type of Construction Denote distance to property lines and to other buildings on the site plan and show compliance with CBC Table 602. Denote exterior wall ratings. CBC Table 601 Denote side yards used for increase in building area. Occupancy Type - Classify occupancy groups for each room/area of the building based on the function of that space in accordance with CBC 303. Indicate if nonseparated or separated. CBC 508.3. A2.0 •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Page 5 of 7 Label all new and existing doors and correspond with Door Schedule. Locate Door 119A. Justify why Door to Entry Area 102 is labeled 101A. General Notes 8. Revise sheet number for reference to penetration details, etc. Legend Add a symbol for / / / / / / shown in Snack Room 126. Add NIC Add a symbol for shaded dashed slanted shown in Zamboni Room 128. Walls on floor plan shall match symbols on Wall Legend. Denote required separation of occupancies. CBC Table 508.4 (If separated occupancies) Rated wall symbol(s) on plan must match Legend symbols. Add a reference to details. Rated wall details to be labeled as rated. Rated wall details to include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1(2). If penetrating rated assemblies, provide details including fireproofing product listings. Denote type and location of fire extinguishers. CFC 906. Recommend placing 2A10BC fire extinguishers near exits, within the path of egress. See CFC 906 for distance and area requirements. AO.OO Verify that the Exercise area is on the 2"<^ Floor. A2.1 Label all new and existing doors and correspond with Door Schedule. Denote the function of Open Floor Area 201. A2.2 Door Schedule Include all doors, new and existing, labeled and to be labeled on Sheet A2.0 Verify that all information on door Schedule accurately corresponds with floor plans. Identify the Hardware Sets and coordinate with Door Hardware Specifications. All doors in assembly occupancies shall be equipped with panic hardware. CBC 1008.1.10. Verify Door 119A is equipped with panic hardware. Not shown on Sheet A2.0. Verify Door 120A is equipped with panic hardware. This door swings into Room 120. Page 6 of7 Identify the Main Exit Door, State in the Remarks Column and in Door Hardware Notes, A readily visible durable sign will be posted on the egress side on or adjacent to the door stating: This Door to Remain Unlocked When Building is Occupied CBC 1008,1,9,3 Provide door hardware specifications and coordinate with Door Schedule, •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Provide descriptions of hardware types and denote types of hardware in Remarks Column for all doors. Provide Hardware Notes Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort Room Schedule Reference is made to a finish plan. Please provide a finish floor plan. Interior Finishes General note is not acceptable. Please provide the following: Provide specifications, California State Fire Marshal listings, and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base, CFC 804 Provide specifications and California State Fire Marshal listings or other acceptance criteria such as flame spread and smoke developed index for MDC acoustical wall covering, EOMAC stretch wall covering, wall panels, wall base, corner guards and ceiling finish materials, CBC 803.1.2, Provide specifications and California State Fire Marshal listings or other acceptance criteria such as flame spread and smoke developed index for Vinyl Strip Door Curtain. CBC 803. Denote all decorative materials and trim. Demonstrate compliance in accordance with CFC 807.2. M-1.1 Mechanical Schedules not provided as indicated in the sheet. Revise sheet title. M-4.0 Denote locations of fire/smoke dampers. M General Notes Notes 2 & 8 - Update code references to 2013 CEC and 2011 National Electrical Code. E-2. E-3. E-3.1. E-3.2& E-4 •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Photometric Plans Photometric plan to include the entire Means of Egress Svstem. to an exit discharge to a public wav. including the second floor, which consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within Page 7 of 7 each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2 Second Floor Plan not provided as indicated in this sheet title. Revise sheet title. END OF COMMENTS CORRECTION LIST 2 Page 1 of 7 BLDG DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (760) 724-7001 Email: kitflre@sbcglobal.net Checked by: Darvl Kit James Date: 7/6/14 APPLICANT: John Defrenza PROJECT NAME: SKATEOPLEX JURISDICTION: Carlsbad Fire Department PROJECT ADDRESS: 2283 Cosmos Ct. PROJECT DESCRIPTION: Renovate/Remodel Existing tilt-up concrete structure for use as training facility - ice Rink. Total Ground Floor = 28,3345] 32,348[t] This plan review is to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department applicable to the scope of work. RESUBMITTAL INSTRUCTIONS 1. Respond to the plan check comments by providing a written correction following each comment on this Correction List. 2. Corrections or modifications to the plans must be clouded and provided with numbered deltas and revision dates on applicable sheets throughout the plan check set. 3. Denote Fire Department revisions on the Building Department plan check set. 4. Send a copy of Building Department (EsGil) comments as soon as available. 5. Direct any questions regarding this review to: Daryl K. James 760-724-7001 or kltfire@sbcglobal.net 6. ONE COMPLETE, REVISED PLAN CHECK SET MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS, NO SIGNATURE REQUIRED. AVOIDING DELAY IN EXPEDITED PLAN CHECK SERVICES. DARYL K. JAMES & ASSOCIATES, INC. 206 COLINA TERRACE VISTA, CA 92084 The items, in blue font, below require correction, clarification or additional information before this plan check can be recommended for approval to the Carlsbad Fire Department for permit issuance. COMMENTS - Responses to the Following Comments May Generate Additional Comments A-0 Index of Drawings Add Sheets A-0.0, SI.8, S2.3 & S3.2. Provide Sheet A3.3 Structural sheet numbers to match sheets. I.e. Revise S11 to S1.1, etc. Revise Sheet Descriptions A4.0 & A4.2 to match sheets. Page 2 of7 Arrange the index in accordance with sheet placement. Provide an Egress Analysis for First and Second Stories on a Separate Exit Plan Sheets Denote the occupancy classification, square footage, occupant load factor and occupant load for each room/area based on the function of the room. CBC 302.1 and CBC Table 1004.1.1. The Building Code Official must approve any variance to this requirement prior to Recommendation for Approval. If nonseparated occupancies are applied, each occupancy shall be individually classified in accordance with CBC 302.1. The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. CBC 508.3. Show compliance with all CBC Chapter 10 sections, applicable to all individually classified occupancy groups. Denote common paths of travel and exit access travel distance to each exit discharge to a public way. CBC 1014.3 & 1016. Address convergence of egress paths. CBC 1004.5 and (CBC 1015.2.1) Show number of occupants exiting at each exit discharge. Denote the aggregate occupant load, required number of exits, and required exit widths, as well as the actual width of exits provided. CBC 1005. Label all doors to correspond with Door Schedule. Doors shall swing in the direction of travel when serving an occupant load of 50 or more persons. CBC 1008.1.2 Identify the location ofthe main exit and denote compliance with CBC 1008.1.9.3. Provide panic hardware, on doors from all assembly occupancies, to each exit discharge door, CBC 1008,1,10 Where two exits are required, denote the distance between exits, CBC 1015.2,1 Denote the locations of exit signs. CBC 1011 Egress doors shall be ofthe pivoted or side-hinged swinging type. CBC 1008.1.2 Provide a workstation, furniture, seating and equipment layouts. If number of occupants exceeds the maximum allowance per occupant, address the increase. CBC 1004.2. Denote location(s) of occupant load sign(s). CBC 1004.3 Project Data •1.Scope of Work Justify designating Party Room, Skate Rental Room and Offices as under a separate permit. Party Room, Skate Rental Room and Offices are displayed throughout the plan check set. 2. Sprinklered Facility: Specify whether Sprinkler system substituted for fire-resistive rated construction in accordance with CBC Table 601 Note d. Page 3 of 7 3. Floor Area: Provide a code analysis for change in occupancy classification and increased building area. Denote applicable CBC 506 Building Area Modifications and equations used to justify increased building area. State whether separated or nonseparated occupancies. If nonseparated, demonstrate compliance with CBC 508.3 for the A-3 occupancy. If separated, provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one. Show fire barriers separating mixed occupancies. There is a discrepancy in this data and Statistical Data, shown on Sheet A1. See comments under Sheet A1 and revise Project Data and Statistical Data. 4. & 11. Applicable codes are adoptions to the California Code of Regulations. T24, also referred to as the California Building Standards Code. For example, the 2013 CFC is Part 9 of 12 parts ofthe California Code of Regulations, T24 California Building Standards Code. Provide the Foliowing List of Applicable Codes: 2013 California Building Code based on the 2012 International Building Code 2013 California Fire Code based on the 2012 International Fire Code 2013 California Electrical Code based on the 2011 National Electrical Code 2013 California Mechanical Code ...based on the 2012 Uniform Mechanical Code 2013 California Plumbing Code based on the 2012 Uniform Plumbing Code 2013 California Energy Code Occupancy Group: If confirmed that nonseparated occupancies will be applied, classify each individual nonseparated occupancy in accordance with CBC 302.1. The requirements ofthe 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. CBC 508.3. Occupant Load Factor: Provide Depictions A & B, as noted. 9. Revise code references. See List of Applicable Codes. 12. Occupant Load Signage / Occupant Load Egress Analysis/Occupant Load shall be determined in accordance with CBC Chapter 10. Occupancy Letter dated July 3, 2014, must be approved by the Building Official/Fire Marshal prior to recommendation for approval of CBI 40888. Code Analysis for A-3 Occupancy If opting for nonseparated occupancies demonstrate compliance with CBC 508.3 or provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one. Include the Following Under a Deferred Submittals List Fire Sprinkler System - 2013 CFC 903 and 2013 NFPA 13. Fire Alarm System - 2013 NFPA 72 and 2013 CFC 907 including sections specific to proposed occupancy groups. The most restrictive provisions of Chapter 9, which apply to the nonseparated occupancies, shall apply to the total nonseparated occupancy area. Occupant notification appliances shall activate throughout the notification zones upon sprinkler waterflow. (If opting for nonseparated occupancies) Snack Room. SP-1 Page 4 of 7 Stairs, Exits and Occupant Loads Note 1 Required Exit Doors A&D - Update code reference to 2013 CBC. Note 6 - Update code reference to 2013 CBC. Al Site Plan Denote hydrant, FDC, PIV, fire access roads, fire lanes, gates and Knox box locations. The new accessibility parking may have altered the fire lanes and/or fire apparatus roadways. To ensure the roadways are maintained in accordance with the city of Carlsbad municipal requirements, please provide the following notes [la. Ib. Ic. and Id.] onto the plans (where applicable): 1a. Carlsbad Municipal Fire Prevention Code, 17.04.220 Section 503.2.1 Dimensions—amended, to read as follows; Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7,315 mm) exclusive of shoulders, except for approved security gates in accordance with section 503.6 and an unobstructed vertical clearance of "Clear-to-sky". Ic. Carlsbad Municipal Fire Prevention Code, 17,04,250 Section 503,2,3 Surface—Amended, to read as follows: Fire apparatus access roads shall be designed and maintained to support not less than 75,000 Ibs, (unless authorized by the Fire Code Official) and shall be provided with an approved paved surface so as to provide all-weather driving capabilities. Id. Carlsbad Municipal Fire Prevention Code, 17.04.290 Section 503.4.1 Fire access roadway design features—Amended, to read as follows: Roadway design features (speed bumps, speed humps, speed control dips, etc.) which may interfere with emergency apparatus response times shall not be installed on fire access roadways, unless they meet design criteria approved by the Fire Code Official. Statistical Information Code Analysis Provide a code analysis for change in occupancy classification and increased building area. Denote applicable CBC 506 Building Area Modifications and equations used to justify increased building area. Denote side yard dimensions. Provide building tabulations for the mixed use and occupancy as required by CBC Chapter 5, Sections 508.1 through 508.4.4.1. The code analysis should illustrate how the "Sum of Ratios" for the grouped mixed occupancies does not exceed one, unless using nonseparated occupancies CBC 508.3. Letter not provided. If opting for nonseparated occupancies demonstrate compliance with CBC 508.3. Nonseparated occupancies shall be individually classified in accordance with CBC 302.1. The requirements of the 2013 CBC shall apply to each portion of the building based on the occupancy classification of that space. In addition, the most restrictive provisions of Chapter 9 which apply to the nonseparated occupancies shall apply to the total nonseparated occupancy area Building Floor Area Calculation Mezzanine floor area should not be included in total floor area, therefore, not eligible for area reduction. CBC 505.2. •Construction Type - Update to 2013 CBC Table 601 Type of Construction Denote distance to property lines and to other buildings on the site plan and show compliance with CBC Table 602. Denote exterior wall ratings. CBC Table 601 Denote side yards used for increase in building area. Page 5 of 7 Occupancy Type - Classify occupancy groups for each room/area of the building based on the function of that space in accordance with CBC 303. Indicate if nonseparated or separated. CBC 508.3. A2.0 •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Label all new and existing doors and correspond with Door Schedule. Locate Door 119A. Justify why Door to Entry Area 102 is labeled 101A. General Notes 8. Revise sheet number for reference to penetration details, etc. Legend Add a symbol for / / / / / / shown in Snack Room 126. Add NIC Add a symbol for shaded dashed slanted shown in Zamboni Room 128. Walls on floor plan shall match symbols on Wall Legend. Denote required separation of occupancies. CBC Table 508.4 (If separated occupancies) Rated wall symbol(s) on plan must match Legend symbols. Add a reference to details. Rated wall details to be labeled as rated. Rated wall details to include ICC evaluation report #, UL Listing or reference to Item number in 2013 CBC Table 721.1(2). If penetrating any rated assemblies, provide details including fireproofing product listings. Denote type and location of fire extinguishers. CFC 906. Recommend placing 2A10BC fire extinguishers near exits, within the path of egress. See CFC 906 for distance and area requirements. A2.1 Label all new and existing doors and correspond with Door Schedule. A2.2 Door Schedule Include all doors, new and existing, labeled and to be labeled on Sheet A2.0 Identify the Hardware Sets and coordinate with Door Hardware Specifications. Ail doors in assembly occupancies shall be equipped with panic hardware. CBC 1008.1.10. Verify Door 119A is equipped with panic hardware. Not shown on Sheet A2.0. Page 6 of 7 Verify Door 120A is equipped with panic hardware. This door swings into Room 120. Identify the Main Exit Door. State in the Remarks Column and in Door Hardware Notes, A readily visible durable sign will be posted on the egress side on or adjacent to the door stating: This Door to Remain Unlocked When Building is Occupied CBC 1008.1.9.3 Provide door hardware specifications and coordinate with Door Schedule, Verify that all information on door Schedule is accurate, •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Provide descriptions of hardware types and denote types of hardware in Remarks Column for all doors. Provide Hardware Notes Add a note: All doors shall be readily openable from the egress side without the use of a key or special knowledge or effort Room Schedule Reference is made to a finish plan. Please provide a finish floor plan. Interior Finishes General note is not acceptable. Please provide the following: Provide specifications, California State Fire Marshal listings, and other acceptance criteria for flame spread and smoke developed index for new carpet, padding and carpet base. CFC 804 Provide specifications and California State Fire Marshal listings or other acceptance criteria such as flame spread and smoke developed index for MDC acoustical wall covering, EOMAC stretch wall covering, wall panels, wall base, corner guards and ceiling finish materials. CBC 803.1.2. Provide specifications and California State Fire Marshal listings or other acceptance criteria such as flame spread and smoke developed index for Vinyl Strip Door Curtain. CBC 803. Denote all decorative materials and trim. Demonstrate compliance in accordance with CFC 807.2. M-1.1 Mechanical Schedules not provided as indicated in the sheet. Revise sheet title. M-4.0 Denote locations of fire/smoke dampers. E-1 General Notes Notes 2 & 8 - Update code references to 2013 CEC and 2011 National Electrical Code. E-2. E-3. E-3.1. E-3.2&E-4 •Party Room, Skate Rental Room and Offices are designated as coming under a separate permit, on Sheet A-0. Justify including Party Room, Skate Rental Room and Offices on the plan. Photometric Plans Page 7 of7 Photometric plan to include the entire Means of Egress Svstem. to an exit discharge to a public wav. Including the second floor, which consists of the Exit Access, Exit and Exit Discharge. The exit access is that portion of the means of egress system that consists of all floor areas that lead from usable spaces within the building to the exit or exits serving that floor area. Exit access begins at the furthest points within each room or space and ends at the entrance to the exit, that portion of the means of egress system between the exit access and the exit discharge or public way. CBC 1006.2. E-5 Second Floor Plan not provided as indicated in this sheet title. Revise sheet title. END OF COMMENTS BRANDOW& JOHNSTON, INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Cover joB# 1410034 DATE 6/4/2014 ENGINEER R. Urblztondo SHEET* Structural Calculations For Skateoplex Carlsbad 2283 Cosmos Court Carlsbad, California 92011 RECEIVED JUL 02 2014 CITY OF CARLSBAD BUILDING DIVISION SUPPLEMENTAL CALCULATIONS 0 06/27/2014 Project For: JDF 2900 Bristol Street Costa Mesa, California 92626 BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BRANDOW & JOHNSTON, INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Table of Contents JOB# 1410034 DATE 6/4/2014 ENGINEER R. Urbiztondo SHEET # Table of Contents SECTION A SECTION B SECTION C SECTION D SECTION E Diaphragm, Sub-diaphragm, Wall Anchorage Drags/Collectors, Connections Stair Framing & Stair Opening Storefront Roof Framing CMU Block Wall BRANDOW & JOHNSTON.INC PROJECT Skateoplex Carlsbad JOB# 1410034 CLIENT JDF DATE 6/4/2014 LOCATION Carlsbad, California ENGINEER R. Urbiztondo ITEM Project Description SHEET # PROJECT DESCRIPTION This project entails addition of the following structural items: 1. Analyze Existing Building with Current Code Seismic Loads 2. Mezzanine Stair Opening Framing Stair framing and opening framing will be designed for the mezzanine area. 3. Entryway Roof Framing and Storefront Framing Light gauge framing for roof members and metal studs. 4. CMU Block Wall for Equipment Area ii BRANDOW& JOHNSTON.INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM USGS Design Maps Summary JOB* 1410034 DATE 6/4/2014 ENGINEER R. Ufbiztondo SHEET # Destg n Maps Summary R«pon BUMS Design Maps Suminary Report User-Specified Input Report title Skateoplex Thu J<)nuar>' 23, 2014 16:40:48 UTC Building Code Reference Document ASCE 7-10 Standard {^•vhich utilizes uSGS hazard data available m 20C>8S Site Coordinates 33.1211S''N, 117.270220W Site SofI ClaiMslficatton Site Class D - "Stiff Soil" Risk Category I/II/III US^S-Provided Output S, = 1.062 g S, ss 0.411 g S„s= 1.142 g S„, s= 0.653 g = 0.761 g So, = 0.435 g For information on how the SS and Sl values above have been calculated fronn probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEB Response Spectrum Design Response Spectrum 0-00 0.20 e,*o o-fio o,m x.m i.» i.4ft x.m PCTIMI. T CS*C) BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH BRAND0W& JOHNSTON,INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Mezzanine Load Sheet jOB# 1410034 DATE 6/4/2014 ENGINEER R. Urblztondo SHEET# LOADS Mezzanine Load Sheet \ Dead Load - Typical Roof Component 1-1/2" L/W Topping 3/4" Plywood Sheathing 20" TJI @ 16" o.c. Sprinkler Mech. / IVIisc. Ceiling Steel Framing Load (Ibs/sq.ft.) Total Total 14 1.8 3 1.5 1.9 1.8 24 Ibs/sq.ft. 4 28 Ibs/sq.ft. Live Load Component Typical Mezzanine Live Loads Partitions Load (Ibs/sq.ft.) 100 Ibs/sq.ft. Reducible 20 120 Ibs/sq.ft. Floor Live Load Reduction Member At Rl R2 Joist 32 1.00 1 Girder 576 0.69 1 LLreduced 120 Ibs/sq.ft. 83 Ibs/sq.ft. II BRANDOW& JOHNSTON.INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Stair Load Sheet JOB* 1410034 DATE 6/4/2014 ENGINEER R. Urbiztondo SHEET # LOADS Stair Load Sheet\ Dead Load • Typical Roof Component Load (Ibs/sq.ft.) Finish Flooring Plywood Sheathing Miscellaneous Total 4 1.5 2.5 8 Ibs/sq.ft. Live Load Component Load (Ibs/sq.ft.) Typical Stair Live Loads Partitions 100 Ibs/sq.ft. Reducible 0 100 Ibs/sq.ft. BRANDOW & JOHNSTON.INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Roof Load Sheet jOB# 1410034 DATE 6/4/2014 ENGINEER R. Urbi/^tondo SHEET # LOADS Dead Load - Typical Roof Component Built-Up Roofing 1/2" Plywood Sheathing Misc. 2x4 Sub-Purlins @ 24" O.C. 4x14 Purlins @ 8'-0" O.C. Insulation Ceiling Mech/Lighting Roof Load Sheet \ Load (Ibs/sq.ft.) GLB Girders Subtotal for Purlin Design Subtotal for GLB Design 3 1.5 1.5 1 2 1 1 2 13 Ibs/sq.ft. 2 Miscellaneous Point Load 15 Ibs/sq.ft. 1000 Ibs Live Load Component Typical Roof Live Loads Load (Ibs/sq.ft.) 20 Ibs/sq.ft. Reducible Partitions 0 20 Ibs/sq.ft. Live Load Reduction Member At Rl R2 LLreduced GLB 1152 0.6 1 12 Ibs/sq.ft. Purlin 192 1 1 20 Ibs/sq.ft. SECTION A • BRANDOW& JOHNSTON.INC A.l PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California rTEM Wall Layout J0B# 1410034 DATE 6/4/2014 ENGINEER R. Urblztondo SHEET* LU o in UJ z o N ..0-.26 0-.69 BRANDOW & JOHNSTON, INC STRUCTURAL 8 CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH II BRANDOWA JOHNSTON.INC A.2 PHOJECT. CLIENT. lOCATION - ITEM SHEET NO.. J PROJECTNO.. J DATE. J ENGINEER. NTH* : l-O^ -ig)f,f, IS l> ^ 5^ f / •• BRAKDOW&JOMKSTON.INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH II BRANDOWi JOHNSTON.INC A.3 PHOJECT. CLIENT. LOCATION . ITEM. SHEET NO. PROJECT NO DATE J ENGINEER ..^Ui^ • >- I/O BRANDOW&JOHNSTON.INC STRUCTURAL e. CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH II BRANDOW c. JOHNSTON.INC A.4 PROJECT. CUENT. lOCATION . HEM SHEET NO. J PROJECT NO.. DAIE ENGINEER ^f^' \ST> X 2:1.' ^ -U^ " 114 ' BRANDOW&J0HNSTON,IKC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH n BRANDOW «, JOHNSTON.INC A.S PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Seismic Load JOB# 1410034 DATE 6/4/2014 ENGINEER R. Urblztondo SHEET# 2013 CBC Lateral Loads Seismic : Cs = SDS IE / R Cs MAX = SDI IE / R T Co MIN • 0.195 W 0.428 W 0.034 W (Zone 1) Eq. 12.8-2 ASCE 7-10 Eq. 12.8-3 ASCE 7-10 Eq.12.8-5&6 ASCE 7-10 Ss = s, = R = P = 1.06 0.41 4.0 TaWe 12.2-1 ASCE 7-10 1.3 Secf. 12.3.4 ASCE 7-10 Where: IE = SDI = SDS = FA = Fv = 1.00 0.44 0.78 1.1 1.6 raWe 1.5-2 ASCE 7-10 Eq. 11.4-3 Eq. 11.4-4 Table 11.4-1 ASCE 7-10 Table 11.4-2 ASCE 7-10 Site Class (Soil, A-E): Occupancy Category (1-4) = Seismic Design Category: D 2 D Period of Structure Where: To = Ts = TL = 0.113 0.563 8 Level Story Height T = Cthn''= 0.256 sec. Eq. 12.8-7 ASCE 7 Ct= 0.02 Table 12.8-2 ASCE 7-10 X= 0.75 Table 12.8-2 ASCE 7-10 hn = 30.0 Avg. Bldg. Ht. (ft) sec. Sect 11.4.5 ASCE 7-10 sec. Sect 11.4.5 ASCE 7-10 sec. Fig. 22-12 ASCE 7-10 hx Story Story Wx Wxhx (ft) Area(sf) Wt.(psf) (kip) (kip-ft) Cs: Design Cs = Base Shear: Base Shear: TaWe 1.5-1 ASCE 7-10 Table 11.6-18.2 ASCE 7-10 0.195 0.195 1.0*E(LRFD) p*Cs*W 0.254 *W = 82.3 kips = 106.9 kips Diaphragm Force Max. = 0.31 * W Diaphragm Force Min. = 0.16 Eq. 12.10-1 ASCE 7-10- px LRFD Wp, LRFD 1 WxhxV IWihi^ Fi (kip) Vi (kip) Sum W Diaph. FpxA/Vx Ratio Fpx: Fx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Roof 13.00 25.50 6074 33.7 204.694 5219.692 0.658 Mezz 12.50 12.50 3346 64.9 217.2 2714 0.342 70.353 70.353 205 0.312 1.00 28 98 422 0.233 1.80 Sum : 422 7934 1.0 98.5 BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH n BRANDOW& JOHNSTON.INC A.6 PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Seismic Load J0B# 1410034 DATE 6/4/2014 ENGINEER R, Urbiztondo SHEET # 2013 CBC Lateral Loads Seismic : Cs = SDS IE / R : Cs MAX = SDI IE / R T • Cc MIN • 0.195 W 0.428 W 0.034 W (Zone 2) Eq. 12.8-2 ASCE 7-10 Eq. 12.8-3 ASCE 7-10 Eq 12.8-58.6 ASCE 7-10 Ss = Si = R = P = 1.06 0.41 4.0 1.3 Table 12.2-1 ASCE 7-10 Sect 12.3.4 ASCE 7-10 Where: IE = 1.00 TaWe 1.5-2 ASCE 7-10 SDI = 0.44 Eq. 11.4-3 Site Class (Soil, A-E): D SDS = 0.78 Eq. 11.4-4 Occupancy Category (1-4) = 2 raWe 15-7 ASCE 7-10 FA = 1.1 Table 11.4-1 ASCE 7-10 Seismic Design Category: D Table 11.6-18.2 ASCE 7-10 Fv = 1.6 Table 11.4-2 ASCE 7-10 Period of Structure Where: To= 0.113 Ts = 0.563 TL= 8 Level Story Height Ct = X = hn = sec. sec. sec. hx M. Cthn''= 0.256 sec. Eq. 12.8-7 ASCE 7 0.02 TaWe 12.8-2 ASCE 7-10 0.75 TaWe 72.8-2 ASCE 7-10 30.0 Avg. Bldg. Ht. (ft) Sect 11.4.5 ASCE 7-10 Sect 11.4.5 ASCE 7-10 Fig. 22-12 ASCE 7-10 Story Story Wx Wxhx^ Area(sf) Wt.(psf) (kip) (kip-ft) Cs = Design Cs = Base Shear: = Base Shear: = 0.195 0.195 1.0*E(LRFD) p*Cs*W 0.254 * W 104.3 135.5 Diaphragm Force Max. = 0.31 Diaphragm Force Min. = 0.16 Eq. 12.10-1 ASCE 7-10 kips kips W„, W, px Wxhx7 IWihi'' Fi (kip) Vi (kip) Sum W ~1 Diaph. Fpx/Wx LRFD LRFD Ratio Fpx: Fx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Roof 25.50 25.50 16400 32.6 534.640 13633.320 1.000 135.531 135.531 535 0.254 1.00 Sum : 535 13633 1.0 135.5 BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH II BRANDOW& JOHNSTON.INC A.7 PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California ITEM Seismic Load JOB# 1410034 DATE 6/4/2014 ENGINEER R. Urbiztondo SHEET # 2013 CBC Lateral Loads (Zone 3) Seismic : Cs = SDS IE / R = J< = SDI IE/RT = Cs MIN = 0.195 W 0.428 W 0.034 W Eq. 12.8-2 ASCE 7-10 Eq. 12.8-3 ASCE 7-10 Eq.12.8-5&6 ASCE 7-10 Ss = Si = R = P = 1.06 0.41 4.0 1.3 raWe 72.2-7 ASCE 7-10 Sect 12.3.4 ASCE 7-10 Where: IE = 1.00 Table 1.5-2 ASCE 7-10 SDI = 0.44 Eq. 11.4-3 Site Class (Soil, A-E): D SDS = 0.78 Eq. 11.4-4 Occupancy Category (1-4) = 2 Table 1.5-1 ASCE 7-10 FA = 1.1 Table 11.4-1 ASCE 7-10 Seismic Design Category : D TaWe 11.6-1 &2 ASCE 7-10 Fv = 1.6 Table 11.4-2 ASCE 7-10 Period of Structure Where: To = Ts = TL = 0.113 0.563 8 Level Story Height T = Cthn^= 0.256 sec. Eq. 12.8-7ASCE 7 Ct = 0.02 TaWe 72.8-2 ASCE 7-10 X = 0.75 TaWe 12.8-2 ASCE 7-10 hn = 30.0 Avg. Bldg. Ht. (ft) sec. Sect 11.4.5 ASCE 7-10 sec. Sect 11.4.5 ASCE 7-10 sec. Fig. 22-12 ASCE 7-10 hx Story Story Wx Wxhx'* (ft) Area(sf) Wt.(psf) (kip) (kip-ft) Cs = Design Cs: Base Shear: = Base Shear: = 0.195 0.195 1.0*E(LRFD) p*Cs*W 0.254 *W 43.7 56.9 kips kips Diaphragm Force Max. - 0.31 Diaphragm Force Min. = 0.16 Eq. 12.10-1 ASCE 7-10- px Wxhx7 IWihi^ Fi ikipL Vi ikiEL Sum W *W| Diaph. Fpx/Wx LRFD LRFD Ratio Fpx: Fx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Roof 25.50 25.50 5340 42.0 224.280 5719.140 1.000 56.855 56.855 224 0.254 1.00 Sum 224 5719 1.0 56.9 BRANDOW & JOHNSTON, INC STRUCTURAL S CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH n BRANDOW 8. JOHNSTON.INC A.S PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California ITEM Seismic Load JOB# 1410034 DATE 6/4/2014 ENGINEER R. Urblztondo SHEET # 2013 CBC Lateral Loads Seismic : Cs = SDS IE / R = j( = SDI IE / R T = Cs MIN = 0.195 W 0.428 W 0.034 W (Zone 4) Eq. 12.8-2 ASCE 7-10 Eq. 12.8-3 ASCE 7-10 Eq.12.8-5&6 ASCE 7-10 Ss = Si = R = P = Where: IE = SDI - SDS = FA = Fv = 1.00 0.44 0.78 1.1 1.6 TaWe 1.5-2 ASCE 7-10 Eq. 11.4-3 Eq. 11.4-4 Table 11.4-1 ASCE 7-10 Table 11.4-2 ASCE 7-10 Site Class (Soil, A-E): Occupancy Category (1-4) = Seismic Design Category : 1.06 0.41 4.0 1.3 D 2 D Period of Structure Where: To = Ts = TL = 0.113 0.563 8 Level Story Height T = Cthn''= 0.256 sec. Eq. 12.8-7 ASCE 7 Ct= 0.02 Table 12.8-2 ASCE 7-10 X= 0.75 Table 12.8-2 ASCE 7-10 hn = 30.0 Avg. Bldg. Ht. (ft) sec. Sect 11.4.5 ASCE 7-10 sec. Sect 11.4.5 ASCE 7-10 sec. Fig. 22-12 ASCE 7-10 hx Story Story Wx Wxhx (ft) Area(sf) Wt.(psf) (kip) (kip-ft) Cs = Design Cs^ Base Shear: = p * Base Shear: = Diaphragm Force Max. = Diaphragm Force Min. = TaWe 72.2-7 ASCE 7-10 Sect 12.3.4 ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 11.6-1 &2 ASCE 7-10 0.195 0.195 1.0*E(LRFD) p*Cs*W 0.254 *W 164.0 213.2 0.31 0.16 kips kips W, W, px px LRFD LRFD Eq. 72.70-7 ASCE 7-10 ~1 WxhxV IWihi'' Fi (kip) Vi (kip) Sum W Diaph. Fpx/Wx Ratio Fpx: Fx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Roof 13.00 25.50 21535 30.9 665.432 16968.503 0.885 188.800 188.800 665 0.284 1.00 Mezz 12.50 12.50 3173 55.4 175.8 2197 0.115 19 208 841 0.247 2.31 Sum : 841 19166 1.0 207.6 BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH • BRANDOW & JOHNSTON.INC A.9 PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California ITEM Seismic Load JOB* 1410034 DATE 6/4/2014 ENGINEER R. Urbiztondo SHEET# 2013 CBC Lateral Loads Seismic : Cs = SDS IE / R ^ Cs MAX = SDI IE / R T • C, MIN '• 0.195 W 0.428 W 0.034 W (Zone 5) Eq. 12.8-2 ASCE 7-10 Eq. 12.8-3 ASCE 7-10 Eq.12.8-5&6ASCE 7-10 Ss = Si = R = P = 1.06 0.41 4.0 1.3 Table 12.2-1 ASCE 7-10 Sect 12.3.4 ASCE 7-10 Where: IE = 1.00 TaWe 7.5-2/!»SCE7-70 SDI = 0.44 Eq. 11.4-3 Site Class (Soil, A-E): D SDS = 0.78 Eq. 11.4-4 Occupancy Category (1-4) = 2 TaWe 7.5-7 ASCE 7-10 FA = 1.1 Table 11.4-1 ASCE 7-10 Seismic Design Category: D Table 11.6-18.2 ASCE 7-10 Fv = 1.6 Table 11.4-2 ASCE 7-10 Period of Structure Where: To= 0.113 Ts = 0.563 TL= 8 Level Story Height T = Cthn^= 0.256 sec. Eq. 12.8-7 ASCE 7 Ct= 0.02 Table 12.8-2 ASCE 7-10 X= 0.75 Table 12.8-2 ASCE 7-10 hn = 30.0 Avg. Bldg. Ht. (ft) sec. Sect 11.4.5 ASCE 7-10 sec. Sect 11.4.5 ASCE 7-10 sec. Fig. 22-12 ASCE 7-10 hx Story Story Wx Wxhx" (ft) Area(sf) Wt.(psf) (kip) (kip-ft) Cs = Design Cs^ V = V: Base Shear: = p * Base Shear: = Diaphragm Force Max. = Diaphragm Force Min. •• 0.195 0.195 1.0*E(LRFD) p*Cs*W 0.254 *W 62.0 80.6 0.31 0.16 kips kips W, w, px px LRFD LRFD Eq. 12.10-1 ASCE 7-10- Wxhx7 IWihi'' Fi (kip) Vl (kip) Sum W Diaph. Fpx/Wx Ratio Fpx: Fx 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Roof 25.50 25.50 6613 48.1 318.085 8111.175 1.000 80.635 80.635 318 0.254 1.00 Sum : 318 8111 1.0 80.6 BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH A.10 ® is © • X' 'A .11^ © NAILING DIAGRAM 1/30 = r_o' : NAILING SCHEDULE rir v^^^Hl<.-5TFalCT i(rNQEX ^!&) pppiK>QC>^\TH ion^^/s!: LONG, wiajta rir AREA ...•BCjGE 1RTERM REPISBKS rir -I .•. V2'*Vfc. 3'!*><1:, ^^' Va, |-».li- n -: . ir m . &" %. 12" % •^-lA ll-3-t> s . • ci' e/c. . <£":%. 12" •=>/<:. ^•^// A.11 BRANDOW;. JOHNSTON.INC PROJECT- CUENT. LOCATION . ITEM. J SHEET NO. J PROJECTNO.. J DATE. J ENGINEER IA3. - %• m0 s BRANDOW& JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS { LOS ANGELES NEWPORT BEACH BRANDOW*. JOHNSTON,INC A.12 PROJECT. CLIENT. LOCATION . ITEM. _l SHEET ND. J PROJECT NO.. I DATE. J ENGINEER ¥ — BRANDOW & JOHNSTON,INC STRUCTURAL i CIVIL ENGINEERS j LOS ANGELES NEWPORT BEACH 11 BRAN DOW J, JOHNSTON.INC A.13 PROJECT. CLIENT. LOCATION . ITEM. SHEET NO. J PROJECT NO.. OATE_ ENGINEER. t4 Bk^ ^y^h ^t/\?^^ .vv\ 1^ U4 BRANDOW&JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH ra BRANDOW f. JOHNSTON.INC A.14 PROJECT. CLIENT. lOCATION. ITEM. SHEET NO. J PROJECT NO.. J DATE. J ENGINEER _J^:!l!L ~ %D flf ^ 4^1> ^if BRANDOW& JOHNSTON.INC STRUCTURAL 4 CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH ra BRANDOW 3. JOHNSTON.INC A.15 PROJECT. CLIENT. LOCATION . ITEM. J SHEET «0.. J PROJECT HO. DATE. ENGINEER i\^^^cr 12-^VP i'i'T BRANDOW & JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH ra BRANDOW f. JOHNSTON.INC A.16 PROJECT. CLIENT. lOCATION - ITEM J SHEET NO. J PROJECTNO. J DATE ENGINEER BRANDOW & JOHNSTON.INC STRUCTURAL i CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH ra BRANDOW f. JOHNSTON.INC A.17 PROJECT. CLIENT . LOCATION . ITEM. _l SHEET NO. _J PROJECTNO. _J DATE _J ENGINEER TLvv"- 3ir1^lf >M^x.^ BRANDOW&JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH ra BRANDOW & JOHNSTON.INC A.l 8 PROJECT. CLIENT . LOCATION . ITEM. _l SHEET NO. _l PROJECT NO, J OATE _l ENOINEER V ^ ^ ^ . {W. (Q.^'^-O-^') . ^^^^^ AAA'/ AH BRANDOW & JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH il BRANDOW & JOHNSTON,INC A.19 PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad, California ITEM Wall Anchorage J0B# 1410034 DATE 6/4/2014 ENGINEER R. Urblztondo SHEET U Check Wall Anchorage SDS - h = Flexible Diaphragm? DL = 0.761 26.500 15.000 ft psf Fp= 0.4kaSDsWp> 0.2k3Wp ka = 1.0 + (Lf/100) Vn/n = 2024 Ibs @ Sub-Purlins Vn/n= 2810.7 Ibs ©Purlins (ASCE 7-10 Eq 12.14-10) (5 - N54A) (Simpson PAT 28) Purlin Ties @ 8' o.c. (Simpson PAT28 w/ 4-1/2"0 IVI.B.): Parapet Anchor (ASD) Wall t(in) L,(ft) Height (ft) Spacing (ft) Wp (psf Fp (psf) V (Ib) DCR Check 1 7.50 240.00 2.00 8.00 2.00 93.75 57.08 4555 1.62 N.G. 3 7.50 58.00 2.00 8.00 1.58 93.75 45.09 3598 1.28 N.G. 5 7.50 104.33 2.00 8.00 2.00 93.75 57.08 4555 1.62 N.G. 10 9.25 20.00 2.00 8.00 1.20 115.63 42.24 3370 1.20 N.G. Add'l Capacity Req'd = 1744 Simpson HDU2 Holdown: 2196 O.K. Sub-Purlin Ties @ 4' o.c. (5-N54A nails): Parapet Anchor (ASD) Wall t(in) L,(ft) Height (ft) Spacing (ft) ka Wp (psf Fp (psf) V (Ib) DCR Check 2 7.50 92.00 2.00 4.00 1.92 93.75 54.79 2186 1.08 N.G. 4 7.50 39.00 2.00 4.00 1.39 93.75 39.67 1583 0.78 O.K. 6 9.25 21.00 2.25 4.00 1.21 115.63 42.59 1714 0.85 O.K. 7 9.25 72.33 2.00 4.00 1.72 115.63 60.65 2420 1.20 N.G. 11 9.25 67.83 2.00 4.00 1.68 115.63 59.07 2357 1.16 N.G. Add'l Capacity Req'd = 396 Simpson LTT19 Tie: 957 O.K. BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH A.20 NAILS The nails Iisted below are specifically designed tor hanger installation and provide values equal to code approved nails. i NAILS 1 Typttal AtlowBbte Loads (1 ll>s./nell) Nails Model Shear Wllhdrawl per Cwl. No. DescripHon Shear Per Inch Per Hail per Cwl. Bd (8d) 116a. X11/4'Smoolh Shank 98 34 43 22400 1(W (lOd) 9 Ga. X11/2' Smooth Shank 118 36 6? 12800 16d (16d) 8 Ga. X 21/2' Smooth Shank 134 42 105 6200 N20a (2(hl) ,192'X13/4" Annular Rlno "174 49 86 6300 ••N54a .250''dia. X 41/2* Annular Ring 2S3 53 168 2700 Tabutilctl totd) tiasKi on Uw IcUowIng: lJileds^«irv3lMlncM«2S%imfe>Mlorin«bl(t<l<pbl«. SI M1 «1 mi k ^ 111 ^ Ifl I: jKj ml ^» I • J1 (i SECTION B n BRANDOW & JOHNSTON.INC B.l PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California ITEM Drag Line 3.4 jOB# 1410034 DATE 6/4/2014 ENGINEER R. Urbiztondo SHEET # BRANDOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH aRANOOW f. JOHNSTON.INC PROJECT. SHEET NO.. CUENT. J PROJECT NO.. LOCATION . J DATE ITEM. J ENOINEER B.2 -XfitL AH^ ief^r^ ' \^t>^\ p 4 BRANDOW & JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH H BRANDOW f; JOHNSTON.INC 8.3 PROJECT. SHEET NO. CLIENT. LOCATION. J PROJECTNO.. ITEM. DATE- EN6INEER . TV- l^v\ D-ITP /-on K 0— 6- fetvJOtk^ ' i^^ f^^ (>S / ~ BRANDOW&JOHNSTON.INC STRUCTURAL d CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH H BRANDOWi JOHNSTON.INC B.4 PROJECT J SHEET NO. CLIENT. LOCATION PROJECT NO. DATE ENOINEER EM J32: BRAN DOW & JOHNSTON, INC STRUCTURAL « CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH n BRANDOW & JOHNSTON.INC 6.5 PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California ITEM Drag Line E.4 J0B# 1410034 DATE 6/4/2014 ENGINEER R. Urbiztondo SHEET # BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH 11 BRANDOW t. JOHNSTON.INC PROJECT. CLIENT. lOCATION - ITEM. J SHEET NO.. J PROJECTNO.. J DATE. J ENOINEER B.6 ^0 >\<\S^ 0 '"1' 4 BRANDOW&JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH 11 BRANDOW S. JOHNSTON.INC PROJECT. CLIENT. lOCATION . ITEM. SHEET NO PROJECT NO DATE ENOINEER fM^ B.7 •ssi BRAN DOW & JOHNSTON, INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH 11 BRANDOW & JOHNSTON.INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California ITEM Drag Line C jOB# 1410034 DATE 6/4/2014 ENGINEER R. Urbiztondo SHEET* B.S BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH B.9 BRANDOW JOHNSTON.INC PROJECT. CUENT. LOCATION. ITEM. J SHEET NO.. J PROJECT NO.. J DATE. ENGINEER __1 Id- l>''. U3. 1^ BRANDOW & JOHNSTON.INC STRUCTURAL * CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH n BRANDOW}. JOHNSTON.INC B.10 PROJECT. CLIENT. lOCATION. ITEM. SHEET NO.. J PROJECT NO. DATE. ENGINEER il. CHecc CON N ^oTi/p M ^'. AU-, u ' BRANDOW&JOHNSTON.INC STRUCTURAL t CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH B.11 BRANDOW f. JOHNSTON.INC PROJECT. CLIENT. LOCATION . ITEM . SHEET NO. J PROJECT NO. J OATE. ENGINEER A If ? rt. a.. BRAN DOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH SECTION C n BRANDOW & JOHNSTON.INC PROJECT Skateoplex Carlsbad CLIENT JDF LOCATION Carlsbad. California ITEM Mezzanine Stair Opening Framing C.l J0B# 1410034 DATE 6/4/2014 ENGINEER R. Ufblztondo SHEET* BRANDOW & JOHNSTON. INC STRUCTURAL & CIVIL ENGINEERS | LOS ANGELES NEWPORT BEACH II BRANDOW t. JOHNSTON.INC C.2 PROJECT. CLIENT. lOCATION. SHEET NO.. PROJECT NO.. DATE. -J ENGINEER i • 0 I , ll BRANDOW & JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH C.3 Wood Beam Description: Check Stringer CODE REFERENCES Calculations per NDS 2012. IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties File = G;\14\141003-4\ENGV1410034.101\stalrs.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.28, Ver:6.14.1.28 Licensee : Architects and Engineers Support Services Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : Douglas Fir - Larch Wood Grade : No.l Beam Bracing Fb-Tension 1,000.0 psi Fb - Compr 1,000.0 psi Fc-Prll 1.500.0 psi Fc - Perp 625.0 psi Fv 180.0 psi Ft 675.0 psi Beam is Fully Braced against lateral-torsion buckling f .• Modulus of Elasticity Ebend-xx Eminbend • Density XX 1,700.0ksi 620.0ksi 32.210 pcf D(0.0080)L(0.101 4x8 Span = 12.0 ft Applied Loads Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D = 0.0080, L = 0.10 k/ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Defiection Max Downward L•^Lr•••S Deflection Max Upward L+Lr-i-S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.61 e 1 Maximum Shear Stress Ratio 4x8 Section used for this span 800.81 psi fv : Actual 1,300.00psi Fv : Allowable +D-fL-i^H Load Combination 6.000ft Location of maximum on span Span # 1 Span i where maximum occurs 0.248 in Ratio = 579 0.000 in Ratio = Q <360 0.282 in Ratio = 510 0.000 in Ratio = Q <180 Design OK 0.203 : 1 4x8 36.49 psi 180.00 psi -fO-fL-hH 0.000 ft Span # 1 n/laximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios M V Cd C Ci Cr Cm Ct CL Moment Values M fb F'b V Shear Values fv FV +D+H 0,00 0.00 0.00 0.00 Length = 12.0 ft 1 0.074 0.024 1.300 1,00 1.00 1.00 1,00 1.00 0.25 96,34 1300.00 0.07 4.39 180.00 +D+L+H 1.300 1,00 1.00 1.00 1.00 1,00 0.00 0.00 0,00 0.00 Length = 12.0 ft 1 0.616 0.203 1.300 1,00 1.00 1.00 1.00 1.00 2.05 800.81 1300.00 0.62 36.49 180.00 +D+Lr+H 1.300 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 12.011 1 0.074 0.024 1.300 1,00 1.00 1.00 1.00 1.00 0.25 96,34 1300.00 0.07 4.39 180.00 +D+S+H 1.300 1,00 1,00 1,00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 12.0 ft 1 0.074 0.024 1.300 1,00 1.00 1,00 1.00 1.00 0.25 96.34 1300.00 0.07 4.39 180,00 +D+0,750Lr+0.750L+H 1.300 1,00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 12.0 ft 1 0.481 0.158 1.300 1,00 1.00 1,00 1.00 1.00 1,60 624.69 1300.00 0.48 28.47 180,00 C.4 Wood Beam Lie. # : KW-0600880S Description: Check Stringer Load Combination Segment Length Span # +D+or750L^O,750S+H Length = 12,0 ft 1 +D+0,60W+H Length = 12.0 ft 1 +D+0,70E+H Lengths 12.0 ft 1 +D+0.750Lr+0,750L+0,450W+H Length = 12,0 ft 1 +D+0,750L+0,750S+0,450W+H Length = 12,0ft 1 +D+0,750L+0,750S+0,5250E+H Length = 12,0 ft 1 +0.60D+0,60W+0.60H Length = 12,0 ft 1 +0,60D+0,70E+0,60H Length = 12.0 ft 1 Max Stress Ratios l/l Cd 0.481 0.158 0.074 0.024 0,074 0.024 0.481 0.481 0,481 0,158 0,158 0,158 0.044 0.015 0.044 0.015 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max,"-" Defl ' +I>UH "1 02823 Vertical Reactions • Unfactored Load Combination Support 1 Support 2 Overall MAXimum 0.682 0,682 Overall MINimum 0.049 0,049 +D+H 0.082 0,082 +D+L+H 0,682 0,682 +D+Lr+H 0,082 0,082 +D+S+H 0,082 0,082 +D+0,750Lr+0,750L+H 0.532 0,532 +D+0,750L+0,750S+H 0.532 0,532 +D+0,60W+H 0.082 0,082 +D+0,70E+H 0,082 0.082 +D+0,750Lr+0,750L+0,450W+H 0,532 0.532 +D+0,750L+0.750S+0.450W+H 0.532 0.532 +D+0,750L+0,750S+0,5250E+H 0.532 0.532 +0,60D+0.60W+0,60H 0,049 0.049 +0.60D+0,70E+0,60H 0,049 0.049 File = G;\14\141003-4\ENG\1410034.101\stalrs.ec6 ENERCALC, INC. 1983-2014, Bulld:6.14.1.28, Ver:6.14.1.28 Licensee : Architects and Engineers Support Services Moment Values Shear Values C F/V Ci Cr Cm Ct CL M ft) F'b V fv F'v 1.300 1.00 1,00 1,00 1,00 1.00 0,00 0.00 0.00 0.00 1.300 1.00 1.00 1,00 1,00 1.00 1.60 624.69 1300.00 0.48 28.47 180,00 1.300 1.00 1.00 1,00 1,00 1,00 0.00 0,00 0.00 0,00 1,300 1,00 1.00 1,00 1,00 1,00 0.25 96,34 1300.00 0,07 4.39 180,00 1,300 1,00 1.00 1,00 1,00 1,00 0.00 0.00 0.00 0,00 1,300 1,00 1.00 1.00 1,00 1,00 0,25 96,34 1300.00 0.07 4.39 180.00 1,300 1,00 1.00 1.00 1,00 1,00 0.00 0.00 0,00 0.00 1,300 1,00 1.00 1.00 1,00 1,00 1,60 624,69 1300.00 0,48 28.47 180.00 1,300 1,00 1.00 1,00 1.00 1,00 0.00 0.00 0.00 0.00 1.300 1,00 1.00 1,00 1.00 1,00 1,60 624.69 1300.00 0,48 28.47 180.00 1,300 1,00 1.00 1,00 1.00 1,00 0.00 0.00 0.00 0,00 1,300 1,00 1.00 1,00 1.00 1.00 1,60 624.69 1300.00 0.48 28.47 180,00 1.300 1,00 1.00 1,00 1.00 1.00 0.00 0.00 0,00 0,00 1.300 1,00 1.00 1,00 1.00 1,00 0.15 57.81 1300.00 0.04 2,63 180,00 1.300 1,00 1.00 1,00 1.00 1,00 0.00 0.00 0,00 0,00 1,300 1,00 1.00 1,00 1.00 1,00 0,15 57,81 1300.00 0.04 2.63 180,00 Location in Span Load Combination Max,"+" Defl 6.044 Support notation : Far left is #1 0,0000 Values in KIPS Location in Span " 0^000"" IS +D + 0.6DW + H m +D.eDD + D.7DE + D.&DH c.5 Wood Beam Description: Check Stringer File = G;\14\141003-4\ENG\1410034,101\stalrs.ec6 ENERCALC, INC. 1ffl3-a)14, eulW;6.14.1.28, Ver:6.14.1.28 Licensee : Architects and Engineers Support Services * +D + H m +D + D.6DW + H W +D.&DD-t-D.7DE + D.&DK m +D-t-D.&DW + H « +0-60D + D.7DE + D.6DH EO-iy I+D+L+H I +D + D,70E + H I DOnly ! HOnly I +D + LI+H m -hD + E + H m +D + D.7S0L-+D.7SBL + H III -^D + (1.7£DL + D.7SD5-^H I +D + D.7SDLi + &.7SDL + D,4E.0W + H • +D + D.7SDL +D.7SBS + D.4SDW+H K +D +D.7S0L + D.7SD5+D.E.ZE.0E + H • +D.6DD + D.6tlW + D.60H 4.69 5.87 7.05 8.23 9.42 10.80 Distance (ft) I +D+L-+H m +D + 5 + H » +D + D,7SDL' + 0,75DL + H » +D+D.7£DL + D,75DE + H I +D + D rSDL+0,7SDL. + D.4S£JW + H • +D +D.7SDL + 0.7SDS+ D.4SDW + H • + D + D,7SDL + D,7£D5+D.£Z£E+H • +D,6DD + D.eDW + D.6DH I L.Only LOnly 50n|y BWOnly BRANDOWi JOHNSTON.INC C.6 PROJECT CLIENT LOCATION ITEM' J SHEET NO.. J PROJECT NO J DATE ENGINEER. C\\'e(^^ 6T>lie_ crpcNiiMh fi?.>tnv\A.6^ = Sii .THD lU'f f\1 BRANDOW&JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH C.7 Steel Beam Lie. #: KW-06008805 Description: BEAM 1 CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 IVIaterial Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral-torsional buckling Bending Axis: Major Axis Bending Load Combination ASCE 7-10 File = G:\14\141003-4€NG\1410034.101\stairs.ec6 ENERCALC, INC. 1983-2014, Bull(J:6.14.1.28, Ver:6.14.1.28 Licensee : Architects and Engineers Support Services Fy: Steel Yield: E: Modulus: 50.0 ksi 29,000.0 ksi D(0.120)L(0.601 Span = 24.0 n W14x22 Applied Loads Beam self weight calculated and added to loads Loads on all spans... Service loads entered. Load Factors will be applied for calculations. Uniform Load on ALL spans: D = 0.0240, L = = 0.120 ksf, Tributary Width = 5.0 ft DESIGN SUMINARY 1 Design OK Maximum Bending Stress Ratio = 0.645: 1 Maximum Shear Stress Ratio = 0.141 : 1 Section used for this span W14x22 Section used for this span W14x22 Ma : Applied 53.431 k-ft Va : Applied 8.905 k Mn / Omega : Allowable 82.834 k-ft Vn/Omega : Allowable 63.020 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 12.000ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.781 in Ratio = 368 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.968 in Ratio = 298 Max Upward Total Deflection 0.000 in Ratio = 0 <180 IVIaximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L= 24.00 ft 1 0,124 0.027 10,23 10.23 138,33 82,83 1,00 1,00 1.71 94,53 63.02 +D+L+H Dsgn. L= 24,00 ft 1 0,645 0.141 53,43 53.43 138,33 82,83 1,00 1,00 8.91 94,53 63.02 +D+Lr+H Dsgn, L= 24,00 ft 1 0,124 0,027 10,23 10.23 138.33 82,83 1,00 1.00 1.71 94.53 63.02 +D+S+H Dsgn, L= 24,00 ft 1 0,124 0,027 10.23 10.23 138.33 82,83 1,00 1.00 1.71 94.53 63.02 +D+0,750Lr+0,750L+H Dsgn, L= 24.00 ft 1 0,515 0,113 42.63 42.63 138.33 82,83 1,00 1.00 7.11 94,53 63,02 +D+0,750L+0,750S+H Dsgn, L= 24.00 ft 1 0,515 0,113 42.63 42.63 138.33 82,83 1,00 1.00 7.11 94,53 63,02 +D+0.60W+H Dsgn. L= 24,00 ft 1 0,124 0,027 10.23 10.23 138.33 82,83 1.00 1.00 1,71 94,53 63.02 +D+0,70E+H Dsgn, L= 24,00 ft 1 0,124 0,027 10.23 10,23 138,33 82.83 1.00 1.00 1,71 94,53 63.02 +D+0,750Lr+0,750L+0,450W-hH Dsgn, L= 24.00 ft 1 0,515 0,113 42.63 42,63 138,33 82,83 1.00 1.00 7,11 94.53 63.02 +D+0.750L+0.750S+0,450W+H Dsgn. L= 24.00 ft 1 0,515 0,113 42.63 42,63 138,33 82,83 1.00 1.00 7,11 94.53 63.02 +D+0.750L+0,750S+0,5250E+H Dsgn. L= 24,00 ft 1 0,515 0.113 42.63 42,63 138,33 82,83 1.00 1.00 7,11 94.53 63.02 +0.60D+0.60W+0.60H C.8 Steel Beam Lie. # : KW-06008805 Description: BEAM 1 Load Combination Segment Length Span # Max Stress Ratios M Dsgn. L= 24,00 ft 1 +0,60b+0,70E+0,60H Dsgn, L= 24,00 ft 1 Overall Maximum Deflections • Load Combination 0,074 V Ml 6 +D+L+H Vertical Reactions - Unfactored 1 0,9676 Load Combination Support 1 Overall MAXimum 8.905 ra905 Overall MINimum 1,023 +D+H 1,705 1,705 +D+L+H 8,905 8,905 +D+Lr+H 1,705 1,705 +D+S+H 1,705 1,705 +D+0,750Lr+0,750L+H 7,105 7.105 +D+0,750L+0,750S+H 7.105 7.105 +D+0,60W+H 1.705 1.705 +D+0,70E+H 1.705 1,705 +D+0,750L+0,750Lr+0.450W+H 7,105 7,105 +D+0.750L+0.750S+0,450W+H 7,105 7,105 +D+0,750L-^0,750S+0,525E-^H 7,105 7.105 +0,60D+0.60W+0.60H 1,023 1.023 +0,60D+0,70E+0,60H 1,023 1.023 DOnly 1,705 1,705 Lr Only LOnly 7,200 7,200 SOnly WOnly EOnly HOnly File = G:\14\141003-4\ENG\1410034.101\sl8irs.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.28, Ver:6.14.1.28 Licensee : Architects and Engineers Support Services Mmax + Summary of Moment Values Mmax - Ma - Max Summary of Shear Values 0.074 0,016 Unfactored Loads Span Max,"-" Defl 6,14 6,14 Location in Span 6.14 6.14 Mnx 138.33 Mnx/Omega Cb Rm 82.83 1.00 llxT 82.83 1.00 1.00 Va Max for Vnx Vnx/Omega "94i3 6l02 1.02 94.53 63.02 Load Combination 12.120 Support notation : Far left is #1 Max."+" Defl Location in Span 0.0000 Values in KIPS 0,000 11.88 Distance (ft) m +D + D,7DE + H C.9 Steel Beam Description: BEAM l File = G:\14M41003-4\ENG\1410034.101\stairs.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.28, Ver:6.14.1.28 Licensee : Architects and Engineers Support Services m +D+H m +D+D,e.DW+M m +D.6DD-f-D 7DE + D.&DM E Only Distance (ft) I+D+L+H I +D + D.7DE + H I DOnly i KO"ly • +D + L.-fH I • -^D + D.7£DL + D.75DL••l•D.4SDW + H I m LiOily +[>+S + H + D+D.7EDL-fD.75llS + D.4E[JW + H LOnly +D + D.75I1L.+D.7SDL + H -l-D + D.75DL + D.7S(>S + D.SiSE + H SOnly I +D + D.7SDL + D.7SDS + H I +D.6DD + D.&CiW-«-D.eDH I WOnly www.hilti.us nri Profis Anchor 2.4.7 Company: Specifier: Address: Phone I Fax: E-Mail: Brandow & Johnston, Inc. R. Urbiztondo Page: Project: Sub-Project I Pos. No.: Date: 1 Skateoplex Beam 1 Anchorage 6/24/2014 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.ib] Kwik Bolt TZ - CS 5/8 (4) hef = 4.000 in., hnom = 4.438 in. Carbon Steel ESR-1917 5/1/2013 I 5/1/2015 design method ACI 318 / ACI 93 eb = 0.000 in. (no stand-off); t = 0.750 in. Ix X ly X t = 17.000 in. x 13.000 in. x 0.750 in.; (Recommended plate thickness: not calculated) W shape (AISC); (L x W x T x FT) = 13.700 in. x 5.000 in. x 0.230 in. x 0.335 in. cracked concrete, 3000, f^ = 3000 psi; h = 9.250 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar 4 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HiIti AG, FL-9494 Schaan HiIti is a registered Trademark of HiIti AG. Schaan www.hilti.us l*ll»^'JI Profis Anchor 2.4.7 Company: Specifier: Address: Phone I Fax: E-Mail: Brandow & Johnston, Inc. R. Urbiztondo Page: Project: Sub-Project I Pos. No.: Date: Skateoplex Beam 1 Anchorage 6/24/2014 2 Proof I Utilization (Governing Gases) Loading Proof Design values [Ib] Utilization Load Capacity I fk, [%] Status Tension Shear Loading Combined tension and shear loads Concrete edge failure in direction x+ PN 8905 20876 •/- -/43 Utilization p^.v [%] OK Status 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of HiIti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant HiIti product. 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PROFIS Anchor (c) 2003-2009 HiIti AG, FL-9494 Schaan HiIti is a registered Trademark of HiIti AG, Schaan C.12 Wood Beam Lie. #: KW-06008805 Description: BEAIVI2 File = G:\14\141(»3-4\£NG\141(»34.101tetalrs.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.28, Ver:6.14.1.28 Licensee : Architects and Engineers Support Services CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing : DF/DF :24F - V4 Fb Tension 2400 psi E: Modulus of Elasticity Fb Compr 1850 psi Ebend- xx 1800 ksi Fc-PrII 1650 psi Eminbend - xx 930 ksi Fc-Perp 650 psi Ebend- yy 1600 ksi Fv 265 psi Eminbend - yy 830 ksi Ft 1100 psi Density 32.21 pcf D(0.2520)L(1.260) 3.5x13.5 Span = 10.0 ft Applied Loads Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D = 0.0240, L = DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr-i-S Deflection Max Upward L+Lr-i-S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.120 ksf, Tributary Width = 10.50 ft 0.89S 1 3.5x13.5 2,148.25psi 2,400.00 psi +D+1+H 5.000ft Span # 1 0.221 in 0.000 in 0.267 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv; Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio • Ratio = 543 0 <360 449 0 <180 Design OK 0.712 : 1 3.5x13.5 188.76 psi 265.00 psi +D-fL-fH 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios Ci Cr Cm Ct Moment Values Shear Values Load Combination Segment Length Span # M V Ci Cr Cm Ct CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.154 0.123 1.000 1.00 1.00 1.00 1.00 1.00 3.28 370.47 2400.00 1.03 32.55 265.00 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Lengths 10.0 ft 1 0.895 0.712 1.000 1,00 1.00 1.00 1.00 1.00 19.03 2,148.25 2400.00 5.95 188.76 265.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.154 0.123 1.000 1.00 1.00 1.00 1.00 1.00 3.28 370.47 2400.00 1.03 32.55 265.00 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.154 0.123 1.000 1.00 1.00 1.00 1.00 1.00 3.28 370.47 2400.00 1.03 32.55 265.00 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.710 0.565 1.000 1.00 1.00 1.00 1.00 1.00 15.09 1,703.80 2400.00 4.72 149.70 265.00 C.13 Wood Beam Lie. # : KW-06008805 File = G;\14\14T003-4\ENG\1410034.101\stairs.ec6 ENERCALC, INC. 1983-2014, Build:6.14.1.28, Ver:6.14.1.2B Licensee : Architects and Engineers Support Services Description: Load Combination BEAM 2 Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cg C p;y Ci Cr Cm Ct CL M fb F'b V fv F'v +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length = 10.0 ft 1 0.710 0.565 1.000 1.00 1.00 1.00 1.00 1.00 15.09 1,703.80 2400.00 4.72 149.70 265.00 +D+0,60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.154 0.123 1.000 1,00 1.00 1,00 1.00 1.00 3.28 370.47 2400.00 1.03 32.55 265.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.154 0.123 1.000 1.00 1.00 1.00 1.00 1.00 3.28 370.47 2400.00 1.03 32.55 265.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.710 0.565 1.000 1.00 1.00 1.00 1.00 1.00 15.09 1,703.80 2400.00 4.72 149.70 265.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.710 0.565 1.000 1.00 1.00 1,00 1.00 1.00 15.09 1,703.80 2400.00 4.72 149.70 265.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.710 0.565 1.000 1.00 1.00 1.00 1.00 1.00 15.09 1,703.80 2400.00 4.72 149.70 265.00 +0.60D+0,60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 10.0 ft 1 0.093 0.074 1.000 1.00 1.00 1.00 1.00 1.00 1.97 222.28 2400.00 0.62 19.53 265.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Lengths 10.0 ft 1 0.093 0.074 1.000 1.00 1.00 1.00 1.00 1.00 1.97 222.28 2400.00 0.62 19.53 265.00 Overall Maximum Deflections • Load Combination Unfactored Loads Span Max."-" Defl Location in Span Load Combination Max."+" Defl Location in Span +D+L+H Vertical Reactions - Unfactored 1 0.2668 Load Combination Support 1 Support 2 Overall MAXimum 7.613 7.613 Overall MINimum 0.788 0.788 +D+H 1.313 1.313 +D+L+H 7.613 7.613 +D+Lr+H 1.313 1.313 +D+S+H 1.313 1.313 +D+0.750Lr+0.750L-hH 6.038 6.038 +D•^0.750L+0.750S+H 6.038 6.038 +D+0.60W+H 1.313 1.313 +D+0.70E-I-H 1.313 1.313 +D+0.750Lr+0.750L+0.450W+H 6.038 6.038 +D+0.750L+0.750S+0.450W+H 6.038 6.038 +D+0.750L+0.750S+0.5250E+H 6.038 6.038 +0.60D+0.60W+0.60H 0.788 0.788 +0.60D+0.70E+0.60H 0.788 0.788 5.036 Support notation : Far left is #1 0.0000 Values in KIPS 0.000 Distance (ft) !g +D + H Ig +D.4-D.e&W + H » +D,6DD+D.7DE+D.6DM I +D + S + H S +D + D.7SDL, + D.7SDL + H « +l> + t>.7SDL + D.7SDS + H I 4-D + I5.7SDL + D.75DS + D-.1SDW+H K +D + D.7SDL +D.7SD54-D.S2SDE + H • +D.6DD+&.6DW +D,60H C.14 Wood Beam Description: BEAM 2 File = G:\14\141003-4\£NG\1410034.101\slairs.ec6 ENERCALC, INC. 1983-2014, Bulld:6.14.1.28, VBr:6.14.1.28 Licensee : Architects and Engineers Support Services Distance (Ft) m +D+H m +D+D.6DW + H M +D.&DD + D.7DE + D.6DH BEAM-- >> m +D+H m +D-fD.6DW + H • -••D.6DD + D.7DE-4-D.&DH EO"ly • -t-D + L + H m DOnly N HOnly 2.92 3.91 4.89 5.88 6.86 7.85 8.83 Distance (ft) m +D + L> + H m +D + S + H M +D + D.7SDL' + D.7SDL + H W +D+D.7S DL + D.75DS + H m +D + D.7SDL + D.7SDL1 + D.45DW + H • +D + B.75.DL + D.7SDS + D.4SDW + H « +D + D.7SDL+0,7SDE-»-D.5-2£E + M • +D.6DD +B.6DW + D.6DH « L.Only LOnly SOnly » W Only •I BRANDOW& JOHNSTON,INC C.15 PHOJECT. J SHEET NO. CLIENT. PROJECTNO.. LOCATION . DATE ITEM . J ENGINEER t W 1^' t 7^ -9- M "^'^^ it^^ tiy BRANDOW&JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH SECTION D II BRANDOWi JOHNSTON,INC D.I PHOJECT I SHEET NO ___ —. Cll ENT. — —J PHOJECT ND. LOCATIOH 1 DATE l^'Vnt-Cff^ONT LO\b4T> |^VA"P I ENOINEER ITEM! 0- IM.T H'^^^ ^^^^ BRANDOW&JOHKSrONiINC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH D.; 2007 NASPEC [AISI S100] Project: Skateoplex Model: Entrance Stud In-Fill Date: 6/23/2014 20.0 Unif Ld lb/ft Rl R2 5.00 ft Section: 400S137-33 Single C Stud (X-X Axis) Maxo = 426.4 Ft-Lb Moment of Inertia, I = 0.603 inM Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 l<si Va= 975.91b Flexural and Deflection Check Span Center Span Mmax Ft-Lb 62.5 Mmax/ Maxo 0.147 Mpos Ft-Lb 62.5 Bracing (in) None Distortional Buckling Check K-phi Lm Brae Ma-d Span Ib-in/in (in) Ft-Lb Center Span 0.00 60.0 440.5 Combined Bending and Web Crippling Reaction or Load Brng Pt Load P(lb) (in) Rl 50.0 1.00 R2 50.0 1.00 Mmax/ Ma-d 0.142 Ma(Brc) Ft-Lb 367.6 Mpos/ Ma(Brc) 0.170 Pa (lb) 163.0 163.0 Pn (Ib) 285.2 285.2 Mmax (Ft-Lb) 0.0 0.0 Deflection (in) Ratio 0.016 L/3795 Intr. Value 0.16 0.16 Stiffen Req'd ? No No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. PtLoad (Ib) (Ft-Lb) Factor VA/a M/Ma Unstiffen Stiffen Rl 50.0 0.0 1.00 0.05 0.00 0.05 NA R2 50.0 0.0 1.00 0.05 0.00 0.05 NA Project: Model: 2007 NASPEC [AISI 8100] Skateoplex Stud Brace Date: 6/23/2014 Rl R2 5.00 ft Section: 400S137-33 Single C Stud (X-X Axis) Maxo= 426.4 Ft-Lb Moment of Inertia, I = 0.603 inM Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va= 975.91b Flexural and Deflection Check Span Center Span Mmax Ft-Lb 0.0 Mmax/ Maxo 0.000 Mpos Ft-Lb 0.0 Bracing (in) None Ma(Brc) Mpos/ Deflection Ft-Lb Ma(Brc) (in) Ratio 352.8 0.000 0.000 L/0 Distortional Buckling Check K-phi Lm Brae Ma-d Mmax/ Span Ib-in/in (in) Ft-Lb Ma-d Center Span 0.00 60.0 440.5 0.000 Combined Bending and Web Crippling Reaction or Load Brng Pa PtLoad P(lb) (in) (Ib) Rl 0.0 1.00 163.0 R2 0.0 1.00 163.0 Pn (Ib) 285.2 285.2 Mmax (Ft-Lb) 0.0 0.0 Intr. Value 0.00 0.00 stiffen Req'd ? No No Combined Bending and Shear Reaction or Vmax Pt Load (Ib) Rl 0.0 R2 0.0 Mmax (Ft-Lb) 0.0 0.0 Va Factor 1.00 1.00 VA/a 0.00 0.00 M/Ma 0.00 0.00 Intr. Unstiffen 0.00 0.00 Intr. Stiffen NA NA Combined Bending and Axial Load Axial Ld Bracing (in) Max K-phi Lm Brae Allow Ld Span (Ib) KyLy KtLt KL/r (in-lb/in) (in) (Ib) Center Span 600.0(c) None None 121 0.0 60.0 1521.3(c) P/Pa 0.39 Intr. Value 0.39 2007 North American Specification [AISI S100] ASD DATE: 6/23/2014 Skateoplex Tl (in contact with screw head) T2 (NOT in contact with screw head) Screw Connection Input Parameters T1 = 0.0346 in Fu(1) = 45ksi T2 = 0.0346 in Fu(2) = 45 ksi Screw Diameter = #10 (0.190 in) Screw Head Diameter = 0.3125 Edge Dist = NA Edge Dist = NA Results Shear Pullout (T2) Pullver (T1) Nominal Pn (Ib) 530.2 251.5 729.8 ASD Pn/Omega (Ib) 176.7 83.8 243.3 LRFD phi X Pn (Ib) 265.1 125.7 364.9 IVlin Req'd Screw Strength, Pss (Ib) 662.8 912.3 912.3 Notes: 1. Pullout values assume screw fully penetrates T2 2. Minimum edge distance = 1.5d = 0.285 (in) BRANDOW & JOHNSTON.INC PROJECT- CUENT. LOCATION . ITEM. SHEET NO. J PHOJECT NO.. J DATE. ENGINEER D.5 —"CJ BRANDOWd JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH 2007 NASPEC [AISI SI00] Project: Skateoplex Model: Entrance Track Rl 5.00 ft Section: 400T125-54 Single Track (X-XAxis) Maxo = 627.3 Ft-Lb Moment of Inertia, I = 0.882 inM Loads have not been modified for strength checks Loads have not been modified for deflection calculations Date: 6/23/2014 Unif Ld lb/ft R2 Fy= 33.0 ksi Va = 2739.1 Ib Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Bre) Mpos/ Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb Ma(Brc) Center Span 325.0 0.518 325.0 None 428.3 0.759 (in) 0.056 Deflection Ratio L/1068 Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(lb) (in) (Ib) (Ib) (Ft-Lb) Value Req'd ? Rl 260.0 1.00 316.8 570.2 0.0 0.41 No R2 260.0 1.00 316.8 570.2 0.0 0.41 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VA/a M/Ma Unstiffen Stiffen Rl 260.0 0.0 1.00 0.09 0.00 0.09 NA R2 260.0 0.0 1.00 0.09 0.00 0.09 NA D.7 Steel Beam Description : Check Steel Beam HDR CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strengtti Design Beam Bracing : Completely Unbraced Bending Axis: Major Axis Bending Load Combination ASCE 7-10 File-g:\14\141O0S[\ENG\14lM4.101\STbRE^ b ENERCALC, INC. 1983-2014, Biill(i:6.14.1.28, Ver:6.14.1.28 I Licensee : Architects and Engineers Support Services Fy: Steel Yield : 46.0 ksi E: Modulus: 29,000.0 ksi D(O.OM60) Lr(0.08401 Span = 16.0tt HSS4x4x1/4 Applied Loads Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D = 0.0130, Lr = 0.020 ksf, Tributary Width = 4.20 ft DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. IVIaximum Bending Stress Ratio = Section used for this span Ma: Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.394: 1 HSS4x4x1/4 4.241 k-ft 10.765 k-ft +D+Lr+H 7.500ft Span # 1 0.426 in Ratio = 0.000 in Ratio = 0.765 in Ratio = 0.000 in Ratio = Maximum Stiear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 422 0 <360 235 0 <180 Design OK 0.044 : 1 HSS4x4x1/4 1.131 k 25.423 k +D+Lr+H 15.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsqn. L= 15.00 ft 1 0.174 0.020 1,88 1.88 17.98 10,77 1.14 1.00 0.50 42.46 25.42 +D+L+H Dsgn, L= 15.00 ft 1 0.174 0,020 1.88 1.88 17.98 10.77 1.14 1.00 0.50 42.46 25.42 +D+Lr+H Dsgn. L= 15.00 ft 1 0.394 0,044 4.24 4.24 17,98 10.77 1.14 1.00 1.13 42.46 25.42 +D+S+H Dsgn. L= 15.00 ft 1 0.174 0.020 1.88 1.88 17.98 10.77 1.14 1.00 0.50 42.46 25.42 +D+0.750Lr+0.750L+H Dsgn. L= 15.00 ft 1 0.339 0.038 3.65 3.65 17.98 10.77 1.14 1.00 0.97 42.46 25.42 +D+0.750L+0.750S+H Dsgn. L= 15.00 ft 1 0.174 0.020 1.88 1.88 17,98 10.77 1.14 1.00 0.50 42.46 25.42 +D+0.60W+H Dsgn. L= 15.00 ft 1 0.174 0.020 1.88 1.88 17.98 10,77 1.14 1.00 0.50 42.46 25.42 +D+0.70E+H Dsgn. L= 15.00 ft 1 0.174 0.020 1.88 1.88 17.98 10.77 1.14 1,00 0.50 42.46 25.42 +D+0.750Lr+0,750L+0.450W+H Dsqn. L= 15.00 ft 1 0.339 0.038 3.65 3.65 17.98 10.77 1.14 1.00 0.97 42.46 25.42 +D+0.750L+0.750S+0.450W+H Dsqn. L= 15.00 ft 1 0.174 0,020 1.88 1.88 17.98 10.77 1.14 1.00 0.50 42.46 25.42 +D+0.750L+0.750S+0.5250E+H Dsqn. L= 15.00 ft 1 0,174 0,020 1.88 1.88 17.98 10.77 1.14 1.00 0.50 42.46 25.42 +0.60D+0.60W+0,60H D.8 Steel Beam Lie. # : KW-06008805 File = g:\14«41CO3-4\ENG\14100S.101\STO k ENERCALC, INC. 1983-2014, Bullcl:6.14.1.28, Ver:6.14.1.2B | Licensee : Arcliitects and Engineers Support Services Description: Load Combination Segment Length Check Steel Beam HDR Max Stress Ratios Span # M 1 0.105 V 01112 Mmax + Mmax Dsgn. L= 15.00 ft +0,60b+0,70E+0,60H Dsgn, L= 15,00ft 1 0,105 0,012 Overall Maximum Deflections - Unfactored Loads Load Combination 1.13 1,13 Summary of Moment Values Ma - Max OF Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega 1.13 17,98 10,77 1,14 1,00 0,30 42.46 25.42 17.98 10.77 1.14 1.00 0.30 42.46 25.42 Span Max."-" Defl Location in Span Load Combination Max."+" Defl Location in Span +D+Lr+H Vertical Reactions - Unfactored 1 0,7654 7.575 Support notation : Far left is #1 0,0000 Values in KIPS 0,000 Load Combination Support 1 Support 2 Overall MAXimum 1.131 i:i31 Overall MINimum 0.301 0.301 +D+H 0,501 0.501 +D+L+H 0,501 0,501 +D+Lr+H 1,131 1,131 +D+S+H 0,501 0,501 +D-»^0,750Lr+0,750L+H 0.973 0.973 +D+0,750L+0,750S+H 0.501 0.501 +D+0,60W+H 0,501 0.501 +D+0,70E+H 0,501 0,501 +D+0,750L+0,750Lr+0,450W+H 0,973 0,973 +D+0,750L+0,750S+0.450W+H 0.501 0.501 +D+0,750L+0,750S+0.525E+H 0.501 0.501 +0.60D+0.60W+0.60H 0.301 0.301 +0.60D+0,70E+0,60H 0,301 0.301 DOnly 0,501 0.501 Lr Only 0,630 0.630 LOnly SOnly WOnly EOnly HOnly m +D + H ^ +D + D.6DW + H m -fD 6DD + D.70E + D.60H D.9 Steel Beam Description : Check Steel Beam HDR File-g:\14\141003--4\ENG\14™^^^ k ENERCALC, INC. 1983-2014, BuiW;6.14.1.28, Ver:6.14.1.28 I Licensee : Arcliitects and Engineers Support Services m +D + H • +D + L + H m +D + D.6DW + H • +D + D.7DE + H m •«-D.6DD + D.7DE + D.&DH • DOnly EO"lv m HO"ly I +D-l-L>-fH I I +D + D.7SDL + D.75DLi + D.4SDW + H I I Ll 0"ly + D+S + H K +D + D.75DL. + D.7S0L + H +D + D.750L-fD.7EDE + D.<lS-DW + H K +D +D.7S DL+ D.7S05 + D.E2SE+ M LOnly SOnly i +D + D.7SDL + D.7EIJS + H I -l-D.tDD + D.E-DW + D.eDH I WOnly www.hilti.us Profis Anchor 2.4.7 Company: Specifier: Address: Phone I Fax: E-Mail: Brandow & Johnston, Inc. R. Urbiztondo Page: Project: Sub-Project I Pos. No.: Date: 1 Skateoplex Steel BM Connection 6/23/2014 Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [Ib, in.ib] Kwik Bolt TZ - CS 1/2 (3 1/4) he, = 3.250 in., hnon, = 3.625 in. Carbon Steel ESR-1917 5/1/2013 I 5/1/2015 design method ACl 318/ACI 93 eb = 0.000 in. (no stand-off); t = 0.500 in. Ix X ly x t = 3.000 in. x 9.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) no profile cracked concrete, 3000, f^ = 3000 psi; h = 9.250 in. tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar no Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor { c ) 2003-2009 HiIti AG, FL-9494 Schaan HiIti is a registered Trademark of HiIti AG, Schaan www.hilti.us Profis Anchor 2.4.7 Company: Specifier: Address: Phone I Fax: E-Mail: Brandow & Johnston, Inc. R. Urbiztondo Page: Project: Sub-Project I Pos. No.: Date: Skateoplex Steel BM Connection 6/23/2014 2 Proof I Utilization (Governing Cases) Loading Proof Design values [Ib] Utilization Load Capacity ' fki [%] Status Tension Shear Loading Concrete edge failure in direction y-1131 Pv 1434 -/- -/79 Utilization [%] OK Status Combined tension and shear loads 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of HiIti products and are based on the principles, formulas and security regulations in accordance with Hiltl's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant HiIti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. 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HiIti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 HiIti AG, FL-9494 Schaan HiIti is a registered Trademark of HiIti AG, Schaan •1 BRANDOW £. JOHNSTON.INC D.12 PROJECT. CLIENT. lOCATION . ITEM. J SHEET NO.. J PROJECT NO.. OATE ENGINEER 3 If f I !^ 5 .4^ - / BRANDOW&JOHNSTON.INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH D.1 2007 NASPEC [AISI SI 00] Project: Skateoplex Model: Storefront Roof Joist Date: 6/23/2014 PI 44.0 UnifLd lb/ft f Rl Point Loads Load(lb) X-Dist.(ft) R2 8.33 ft PI 416 3.00 Section: 600S162-43 Single C Stud (X-X Axis) Maxo = 1390.0 Ft-Lb Moment of inertia, I = 2.316 inM Loads have not been modified for strength checks Loads have not been modified for deflection calculations Fy = 33.0 ksi Va= 1415.71b Flexural and Deflection Check Mmax Mmax/ Mpos Span Ft-Lb Maxo Ft-Lb Center Span 1150.3 0.828 1150.3 Distortional Buckling Check K-phi Lm Brae Ma-d Mmax/ Span Ib-in/in (in) Ft-Lb Ma-d Center Span 0.00 100.0 1205.1 0.955 Combined Bending and Web Crippling Bracing Ma(Brc) Mpos/ Deflection (in) Ft-Lb Ma(Brc) (in) Ratio 48 1237.2 0.930 0.184 L/545 Reaction or Load Brng Pa Pn Mmax Intr. Stiffen Pt Load P(lb) (in) (Ib) (Ib) (Ft-Lb) Value Req'd ? Rl 449.4 1.00 259.1 453.4 0.0 0.90 YES R2 333.1 1.00 259.1 453.4 0.0 0.67 YES PI 416.0 1.50 602.8 994.5 1149.9 0.88 YES Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (Ib) (Ft-Lb) Factor VA/a M/Ma Unstiffen Stiffen Rl 449.4 0.0 1.00 0.32 0.00 0.32 NA R2 333.1 0.0 1.00 0.24 0.00 0.24 NA PI 317.9 1149.9 1.00 0.22 0.63 0.86 NA SECTION E 11 BRANDOWi JOHNSTON.INC E.I PHOJECT CLIENT lOCATION •T.M ^VWv^ Su<^ U5/rVu J SHEET NO. J PROJECTNO.. J DATE. J ENGINEER — BRANDOW<. JOHNSTON,INC STRUCTURAL & CIVIL ENGINEERS LOS ANGELES NEWPORT BEACH Cantilevered Retaining Wall Lie. #; KW-0600880S Description : 8' CMU Block Wall for Equipment E.2 File = gA14\141003-4iNGmi«34.101\CMUBLO-l. b ENERCALC, INC. 1983-2014, Bulltl:6.14.1.28, Ver;6.14.1.28 I Licensee : Arcliitects and Engineers Support Services Criteria Retained Height = 0.00 ft Wall height above soil = 8.00 ft Slope Behind Wall = 0.00:1 Height of Soil over Toe = 0.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity Design Summary 0.0 Ibs 0.0 Ibs 0.0 in I Soil Data Allow Soil Bearing Equivalent Fluid Pressure Method Heel Active Pressure Toe Active Pressure Passive Pressure Soil Density, Heel Soil Density, Toe Friction Coeff btwn Ftg & Soil = Soil height to ignore for passive pressure Lateral Load Applied to Stem Lateral Load ...Height to Top ...Height to Bottom Wind on Exposed Stem Wall Stability Ratios Overturning 1.79 OK Slab Resists All Sliding ! Total Bearing Load 1,203 Ibs ...resultant ecc. 10.04 in Soil Pressure @ Joe 1,209 psf OK Soil Pressure @ Heel 0 psf OK Allowable 3,000 psf Soil Pressure Less Than Allowable psf ACI Factored @ Toe 1,451 psf ACI Factored @ Heel 0 psf Footing Shear @ Toe 5.1 psi OK Footing Shear @ Heel 1.8 psi OK Allowable 75.0 psi Sliding Calcs Slab Resists All Sliding! Lateral Sliding Force 229.0 Ibs Load Factors Dead Load Live Load Earth, H Wind, W Seismic, E 1.200 1.600 1.600 1.000 1.000 3,000.0 psf 45.0 psf/ft 30.0 psf/ft 389.0 psf/ft 110.00 pcf 0.00 pcf 0.400 12.00 in 0.0 plf 0.00 ft 0.00 ft 22.3 psf Calculations per ACI 318-11, ACI 530-11, IBC 2012, CBC 2013, ASCE 7-10 Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0 Ibs 0.00 ft 0.00 in 0.00 ft Line Load 0.0 ft 0.300 Stem Construction Top Stem Stem OK Design lieight Above Ftg ft= 0.00 Wall Material Above "Ht" = Masonry Thickness in = 8.00 Rebar Size = # 5 Rebar Spacing in = 16.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.207 Total Force @ Section lbs = 178.4 Moment.... Actual ft-l = 713.6 Moment Allowable ft-l = 3,446.5 Shear Actual psi = 4.0 Shear Allowable psi = 69.7 Wall Weight psf = 66.0 Rebar Depth'd' in = 3.75 Lap splice if above in = 45.00 Lap splice if below in = 23.40 Hook embed into footing in = IVIasonry Data — — fm psi = 1,500 Fy psi = 60,000 Solid Grouting = No Modular Ratio 'n' = 21.48 Equiv. Solid Thick. in = 5.80 Masonry Block Type = 3 Masonry Design Method = LRFD Concrete Data fc psi = Fy psi = 0.000 60,000 E.3 Cantilevered Retaining Wall Lie. # : KW-06008805 Description : 8' CMU Block Wall for Equipment File = gS4\141003-4\ENG\141tl034.1Cl1\CMOBLO-1.EC6 k ENERCALC, INC. 1983-2014, Build:6.14.1.28, Ver:6.14.1.28 I Licensee : Architects and Engineers Support Services Footing Dimensions & Strengths Toe Width Heel Width Totai Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe fc = 2,500 psi Footing Concrete Density Min. As % Cover @ Top 3.00 Footing Design Results Fy 1.17 ft 1.83 3.00 18.00 in 0.00 in 0.00 in 0.00 ft 60,000 psi 150.00 pcf 0.0018 @ Btm.= 3.00 in Toe Factored Pressure Mu': Upward Mu': Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing 1,451 1,002 240 762 5.07 75.00 #5@16.00 in #5@16.00in None Spec'd Heel 0 psf 0 ft-lb 240 ft-lb 240 ft-lb 1.81 psi 75.00 psi Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S * Fr Heel: Not req'd, Mu < S * Fr Key: No key defined Summary of Overturning & Resisting Forces & Moments Item Heel Active Pressure Surcharge over Heel Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load @ Stem Above Soil Total Force Ibs ..OVERTURNING.. Distance ft Moment ft-lb Force Ibs 50.6 0.50 25.3 0.0 ..RESISTING Distance ft 2.42 Moment ft-lb 0.0 178.4 229.0 5.50 981.2 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure O.T.M. = 1,006.5 1.79 1,203.0 Ibs Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem = * Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions = Footing Weight Key Weight Vert. Component Total = 1,203.0 Ibs R.M.= 1,804.5 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. 528.0 675.0 1.50 1.50 792.0 1,012.5 E.4 a.in Mas w/#5 (® 16.ln o/c Sliding Restraint #5@16.in @Toe #5@16.in @ Heel Designer select all horiz. reinf. .... . '////.. T//. IP 11 ',/!'///. '/•/// sis •//• /, ///. '/////, ii 5*2 1'-10" 3'-0" 8'-0" S'-O" r-6" URS March 3, 2014 Mr. Alex Dunaev Icetown 10540 Magnolia Avenue, Suite A Riverside, CA 92505 r%»~.«.™ Subject: Update Geotechnical Report Skate-O-Plex JU|_ OQU 2283 Cosmos Street vi> cuiH Carlsbad, Califomia 92011 URS Job No. 27661404.10000 CITY OF CARI sp^n BUILDING DlVl^oS HON Dear Mr. Dunaev: This letter provides an update to the geotechnical report we previously prepared for the existing industrial building at 2283 Cosmos Street in Carlsbad, Califomia. URS (as our legacy company Woodward-Clyde Consultants [WCC]) previously provided geotechnical services for the original design and construction of the building. We understand the current project scope includes modifying the structure for use as an ice rink/training facility. Planned modifications consist of removing eight interior columns and transferring building loads to new shallow foundations. Other portions of the stmcture will be converted to meet the facility needs. We have based our understanding of the project on a drawing prepared by JDA Associates titled "Modifications Proposed to Existing Site Conditions", undated, and an untitled site plan. Both drawings were provided by you on Febmary 5, 2014. Geotechnical- related project needs were discussed with your engineer, Brandow & Johnston, Inc. The purpose of our current services was to evaluate subsurface conditions, document our concurrence with the recommendations of the previous report (as appropriate for the proposed modifications), and provide seismic design parameters in accordance with the 2013 California Building Code (CBC). We have also conducted a site visit to observe as-graded and stmcture conditions. Our scope did not include evaluation of geologic and seismic hazards or the existing cut and fill slopes at the site. No additional subsurface explorations were performed. BACKGROUND Our review indicates that the subsurface conditions were evaluated based on test pits performed as part of the report by WWC titled, "Update Soil Investigation For Lots 4 and 6 (Pads D and F), Andrex at Palomar Airport, Carlsbad, CA", dated March 9, 1988 (Project No. 8751424l-S 102). The test pits excavated at the existing building location (Test Pits 1 through 4) showed that the subsurface soils prior to construction of the current development consisted of uncompacted and compacted fill underlain by natural formational soils of Tertiary age. The fill soils were up to four feet thick and were composed of lean to fat clay soils with some clayey and silty sands. The URS Group, Inc. 4225 Executive Square Suite 1600 La Jolla, CA 92037 Tel: 858.812.9292 Fax: 858.812.9293 March 3, 2014 Mr. Alex Dunaev Icetown 10540 Magnolia Avenue, Suite A Riverside, CA 92505 Subject: Update Geotechnical Report Skate-O-Plex 2283 Cosmos Street Carlsbad, Califomia 92011 URS Job No. 27661404.10000 Dear Mr. Dunaev: This letter provides an update to the geotechnical report we previously prepared for the existing industrial building at 2283 Cosmos Street in Carlsbad, Califomia. URS (as our legacy company Woodward-Clyde Consultants [WCC]) previously provided geotechnical services for the original design and construction of the building. We understand the current project scope includes modifying the structure for use as an ice rink/training facility. Planned modifications consist of removing eight interior columns and transferring building loads to new shallow foundations. Other portions of the stmcture will be converted to meet the facility needs. We have based our understanding of the project on a drawing prepared by JDA Associates titled "Modifications Proposed to Existing Site Conditions", undated, and an untitled site plan. Both drawings were provided by you on Febmary 5, 2014. Geotechnical- related project needs were discussed with your engineer, Brandow & Johnston, Inc. The purpose of our current services was to evaluate subsurface conditions, document our concurrence with the recommendations of the previous report (as appropriate for the proposed modifications), and provide seismic design parameters in accordance with the 2013 Califomia Building Code (CBC). We have also conducted a site visit to observe as-graded and stmcture conditions. Our scope did not include evaluation of geologic and seismic hazards or the existing cut and fill slopes at the site. No additional subsurface explorations were performed. BACKGROUND Our review indicates that the subsurface conditions were evaluated based on test pits performed as part of the report by WWC titled, "Update Soil Investigation For Lots 4 and 6 (Pads D and F), Andrex at Palomar Airport, Carlsbad, CA", dated March 9, 1988 (Project No. 8751424l-S 102). The test pits excavated at the existing building location (Test Pits 1 through 4) showed that the subsurface soils prior to constmction of the current development consisted of uncompacted and compacted fill underlain by natural formational soils of Tertiary age. The fill soils were up to four feet thick and were composed of lean to fat clay soils with some clayey and silty sands. The URS Group, Inc. 4225 Executive Square Suite 1600 La Jolla, CA 92037 Tel: 858.812.9292 Fax: 858.812.9293 W:\27661404\10000-a-l.doc\3-Mar-14\SDG URS Mr. Alex Dunaev Icetown March 3,2014 Page 2 formational material below the fill is composed of dense to very hard low to high plasticity clayey silt and silty clay. No groundwater was encountered in the test pits. WWC recommended that the upper three feet of soil at the site be excavated and replaced with non- expansive select fill. Foundafions founded in this select fill were recommended to be a minimum of 18 inches deep and designed for an allowable soil bearing pressure of 3,000 pounds per square foot (psf) for dead plus live loads. We understand the original stmctural drawings indicate the foundations are a minimum of 18 inches deep and are designed for an allowable bearing pressure of 3,000 psf. Based on this information, we expect that the 3 feet of select fill was placed as recommended under the observation of a registered geotechnical engineer. An as-graded report documenting earthwork was not available for our review. CONCLUSIONS AND RECOMMENDATIONS Based on our review, we concur with the foundation and floor slab recommendations in the WCC report. We recommend that new shallow foundation constmcted over select fill be designed for a maximum allowable bearing pressure of 3,000 psf for dead plus live loads. The footings should be a minimum of 12 inches wide and a minimum of 18 inches deep. These recommendations assume that select fill (not potentially expansive material) is present below the foundations. If select fill is not present, we recommend placing a minimum of 18 inches of select fill below the bottom of the foundations, as well as a minimum of two feet laterally beyond the edges of the foundations. Resistance to lateral loads on the shallow foundation may be provided by passive resistance along the outside face of the foundation and frictional resistance along the bottom of the foundation. The allowable passive resistance may be taken as equivalent to a fluid weighing 300 pounds per cubic foot (pcf) for foundations poured neat against select fill. An allowable friction coefficient of 0.4 may be used with the dead load to compute the frictional resistance of foundations. If frictional and passive resistances are combined, the allowable friction coefficient should be reduced to 0.3. Concrete slabs-on-grade constmcted on existing select fill should be a minimum of 4 inches thick. The Stmctural Engineer should design the thickness and reinforcement of concrete slabs-on-grade to accommodate concentrated loads and heavy distributed loads. Expansion joints and crack control sawcuts should be included at regular intervals. If select fill is not present below the slab, we recommend placing a minimum of 12 inches of select fill below the slab. Imported select fill, if needed, should consist of sandy soils classified as non-plastic that possess at least 40 percent material less than %-inch in size with a maximum size in the largest dimension of three inches and an Expansion Index (El) of less than 30. These soils should not have any perishable, spongy, deleterious, or otherwise unsuitable material. Fill material should be moisture conditioned to achieve a uniform moisture that is at least 2 percent above the optimum moisture content. Fill material should be placed in loose lifts no thicker than 8-inches, or thinner as needed to achieve the specified relafive compaction. Each lift should be compacted to not less than 90 percent relative compaction, using the latest version of ASTM D1557 as the compaction standard. W:\27661404\10000-a-l.doc\3-Mar-14\SDG URS Mr. Alex Dunaev Icetown March 3, 2014 Page 3 Any soil disturbed by the demolition activities should be fully removed and recompacted in accordance with the compaction recommendations above. Seismic design parameters in accordance with the 2013 Califomia Building Code (CBC) (based on ASCE 7-10) are presented below. These parameters are developed in the code based on Risk- Targeted Maximum Considered Earthquake (MCER) ground motion response accelerations. 2013 CBC Seismic Coefficients (based on ASCE 7-10) Parameter Valuei'2 2012 IBC Reference Site Class D3 Section 1613; 2010 ASCE-7 Table 20.3-1 Mapped Spectral Acceleration - Short Period, Ss (g) 1.062 Figure 1613.3.1(1) IVIapped Spectral Acceleration -1 Sec. Period, Si (g) 0.411 Figure 1613.3.1(2) Site Coefficient - Short Period, Fa 1.075 Table 1613.3.3(1) Site Coefficient -1 Sec. Period, Fv 1.589 Table 1613.3.3(2) MCE'' Spectral Response Acceleration - Short Period, SMS (g) 1.142 Equation 16-37, SMs=FaSs MCE'' Spectral Response Acceleration - 1 Sec. Period, SMI (g) 0.653 Equation 16-38, SMI=FVSI Design Spectral Response Acceleration - Short Period, SDS (g) 0,761 Equation 16-39, SDS=2/3*SMS Design Spectral Response Acceleration - 1 Sec. Period, SDI (g) 0.435 Equation 16-40, SDI=2/3*SMI Notes: Calculated using USGS Seismic Design Maps Application (2012 International Building Code which utilizes USGS hazard data available in 2008) Site coordinates estimated from Google Earth (33.12144°N, 117.27013°W), Site class D assumed due to lack of blow count or shear wave velocity data. MCE - Maximum Considered Earthquake. CONSTRUCTION OBSERVATION AND TESTING All subgrade soils in foundation and slab excavations should be observed by a geotechnical or geologic professional prior to placement of steel and concrete to observe that the subgrade is satisfactory and confirm that the expected select fill is present. To aid in the identificafion of the select fill, and provide advance notice to the project team if it is not present, we recommend a geotechnical or geologic professional visit the site during demolition activities once existing soil below the building can be observed. Foundation excavations should be free of soft fill or loose and disturbed soils. W;\27661404M0000-a-l.doc\3-Mar-14\SDG URS Mr. Alex Dunaev Icetown March 3, 2014 Page 4 If placement of select fill is required, if should be performed under the observation and testing services of a geotechnical professional supervised by a California-registered Geotechnical Engineer. Tests should be taken to determine the in-place moisture and relative compaction of engineered fill. A California-registered Geotechnical Engineer should prepare a final report of foundation installation, and earthwork testing and observation. CLOSING The professional judgments and interpretations presented in this letter are based on our current knowledge of the proposed improvements, our interpretations ofthe subsurface conditions in the project area, and our understanding of the geologic and tectonic setting of the project site. This knowledge is based on the infonnation provided to us, previous investigations and as-built information. No additional subsurface investigation was performed. Geotechnical engineering and the geologic sciences are characterized by uncertainty. Professional judgments presented herein are based partly on our understanding of the proposed constmction, and partly on our general experience. Our engineering work and judgments rendered meet current professional standards; we do not guarantee the performance of the project in any respect. I tmst this letter contains the infonnation you require. If you have any questions, please contact me at (858) 812-9292. Sincerely, ,.,»5SS URS CORPORATION ly C. Giesing, G.E. 2749 Senior Project Geotechnical Engineer cc: Mr. John De Frenza Attachment: Report: Woodward-Clyde Consuhants report dated March 9,1988: Update Soil Investigation for Lots 4 and 6 (Pads D and F), Andrex at Palomar Airport, Carlsbad, California VI/:\27661404\10000-a^ dod3-Mar-14\SDG elfuXroX Woodward-ayde Consultants (619) 224-2911 March 9, 1988 Project No, 87514241-SI02 Ms. Phyllis St. George Andrex Development Company 20101 Hatnilton Avenue, Suite 3000 Torrance, California 90502-1319 UPDATE SOIL INVESTIGATION FOR LOTS 4 AND 6 (PADS D AND F) ANDREX AT PALOMAR AIRPORT CARLSBAD, CALIPORNIA Dear Ms. St. George: Woodward-Clyde Consultants is pleased to provide the accompanying report, which presents the results of our update soil investigation for the project. This study was performed in accordance with our proposal dated February 8, 1988 and your authorissation of March 7, 1988, This report presents our conclusions and recommendations pertaining to the project, as well as the results of our field explorations and laboratory tests. If you have any questions or if we can be of further service, please give us a call. Very truly yours, WOODWARD-CLYDE CONSULTANTS Richard P. While R. E. 21992 REW:al (6) Andrex Development Company CoriSj\t.ng en5i,",eer£ GeclogiStS ano Environmental Sc.erilisis Olt'Ces in Other Prmc psi C des 30 d t-sGoesifeTgTe oi saudadOdd wo Kb woad GP t^i S8SI-3Z-CBS Z **f590f2 et?S8S LPS fli. 1 ' H=16t' 2 68-9S-6 '. BTO^L y3Id033"131 X0y3> AS roy Wbodward-ayde Consultants Project No. S751424I-SI02 TABLE OF CONTENTS PAGE NO. PURPOSE AND SCOPE OF INVESTIGATION 1 DESCRIPTION OF THE PROJECT 2 FIELD AND LABORATORY INVESTIGATIONS 2 PREVIOUS PRELIMINARY STUDIES 3 SITE CONDITIONS 3 Surface Conditions 3 Subsurface Conditions 4 Natural Formational Soils 4 Groundwater 5 DISCUSSIONS, CONCLUSIONS AND RECOMMENDATIONS 5 Soil and Excavation Characteristics 6 Grading 6 Drainage 7 Foundations 8 Settlements 9 Resistance to Lateral Loads 10 Retaining WaUs 10 Pavements 10 UNCERTAINTY AND LIMITATIONS 12 Figures 1. Site Plan Appendices A. Field Investigation B. Laboratory Tests C. Guide Specifications for Earthwork £0 d £ «'690t7S " ^6808£t.6T9IB Oi S3Iid3d0yd WOIXb U08d SP-Pl 686T-9S-d3S ^PZQS, ZP9 Pt6 T • wdQS z 68-9S-6 ' 0T0<L yaidooaiai xodax-AS roy Wood ward-Clyde Consultants UPDATE SOIL INVESTIGATION FOR LOTS 4 AND 6 (PADS D AND F), ANDREX AT PALOMAR AIRPORT CARLSBAD. CALIFORNIA PURPOSE AND SCOPE OF INVESTIGATION This report presents the results of our update soil investigation at the site of two proposed office buildings. The sites are located south and adjacent to the cul-de-sac of Cosmos Court which leads off Corte de la Pina in Carlsbad, California. This report has been prepared exclusively for used by Andrex Development Company in evaluating the property and project design. Thia report presents our conclusions and/or recommendations regarding: o General subsurface soil conditions; General extent of identified existing Hii soils; ^ Conditions of areas to receive fill, * Characteristics of proposed fill material; ^ Presence and effect of expansive soils; Groundwater conditions within the depths of our subsurface investigation; ° Cut and fill slopes; * Grading and earthwork; * Types and depths of foundations; «1 / 'MVNitvl A 1 f0 d Pt>8m£.PSJ3lQ 01 S3Iia3d0ad WOI\b WQdd as t^T 686T-9?-d3S P tt:690t?3 ^fE8S £.P9 fXi- T ' WdQS'E 68-9E-6 ' 0T0i y3Ic)033"13X X0a3X AS ADiJ Project No. 87514241-SI02 Woodward-Clyde Consultants ° Allowable soil bearing pressures * Settlements; "* Design pressures for retaining walls; ° Flexible pavement design; DESCRIPTION OF THE PROJECT For our study, we have discussed the project with you. We have also been provided with a copy of the original grading plan entitled, "Andrex at Palomar Airport Business Park, Lot 8 of Tract No. 73-49," dated May 5, 1981, prepared by CEP Associates Architects. We under- stand that the proposed project will include regrading the existing split level pads into two large single-level pads. Single- or two-story tilt-up reinforced concrete wall buildings with truss roofs supported on interior columns are proposed. Paving and landscaping wili b© provided around the structures. The location and layout of the project are shown on the Site Plan (Figure 1). FIELD AND LABORATORY INVESTIGATIONS Our Held investigation included making a visual reconnaissance of the existing surface conditions, making eight test pits on February 19, 1988, and obtaining soil samples. The test pits were advanced to depths ranging from 5 to 12 feet. The locations of the test pits are shown on Figure 1. A Key to Logs is presented in Appendix A as Figure A-1. Final logs of the test borings are presented in Appendix A as Figures A-2 through A-9. The descriptions on the logs are based on field logs, sample SQ d PB9iBQ£P6l9l8 Oi S3Iia3d0ad WOIXd WOdd 0S fT 686T-92-d3S S «'69Qt?B '-PZBS £P9 t?Ti T ' WdTS Z 68-9S-6 ' 0T0a, y3IdOD313X XOdSX Ag ADd Project No. 87514241 SI02 Woodwaid-ClydeConsultants inspection, and laboratory test results. Results of laboratory tests are shown at the corresponding sample locations on the logs and in Appendix B. The field investigation and laboratory testing programs are discussed in Appendices A and B. PREVIOUS PRELIMINARY STUDIES The following preliminary studies have been made on projects which include the subject site. « "Preliminary Engineering Geological and Stal Study - Cabot, Cabot and Forbes Industrial Park, San Diego County, California," prepared by Woodward-Gizienski and Associates, dated June 14, 1973. " Geotechnical Investigation C. C. and F. Palomar Airport Busi- ness Park, Plan l," prepared by Lowney Kaldeever Associates, dated February 26, 1974. Update Soil and Geologic Investigation for the Proposed Howard Mann-16 Acre Site, Palomar Airport Business Center, Carlsbad, California," prepared by Woodward-Clyde Consultants, dated December 16, 1980. SITE CONDITIONS Surface Conditions The subject lots are graded split level parcels covered by a moderate re- growth of native grasses and weeds. The difference in levels is 3 to 4 feet. The two lots are separated by a cut slope about 8 feet high. Existing cut slopes border the site on the east and south. The cut slopes are 1-1/2 to 1 (horizontal to vertical) in inclination and range from about 15 to 32 feet high. The slopes, apart from minor erosion, appear to be in pl/rpwl4 -'l- 90 d t76808£f6T9T8 Oi S3Iid3d0dd WOIXb WOdd TS Pl 686T-92-d3S 9 t*'690fE ^P^3S £P9 PX^ T ' WdTS.E 68-9E-6 ' 0T0i yaidODBigi XOdSX AS nDd Project No. 87514241-SI02 Wdodward-Clyde Consultants good condition. It appears that some loose fill soils have been spread over the site; the depth of the fills may be on the order of 3 feet m thickness. Some minor construction debris is scattered over the site. Subsurface Conditions As indicated by the test excavations, the subsurface soils beneath the proposed buildings consist of uncompacted and compacted fill soils under- lain by natural formational soils of Tertiary age. Existing Fill The fill soils are composed of lean to fat clay soils with some clayey and silty sands. Records on file indicate most of the fills were compacted and placed m 1974. A report of Fill Compaction was prepared by Lowney Kaldeever Associates and is dated October 11, 1974. A later period of grading consisted of recompacting the surface of previously placed soils and minor changes in grade. A report of this grading was prepared by Woodward-Clyde Consultants and is dated December 17, 1981. Current Fill Conditions The maximum depth of compacted fill in the building areas is from 0 feet, in Pits 2 and 3 to 3 feet in Pit 7. Fill depths may be greater at the northwest corners of the building on Pad F. The soils appeared moist to wet. Natural Formational SoUs The natural soil beneath the fill is composed of dense to very hard clayey silt and silty clay similar to the matenais of the Del Mar Formation of Tertiary age. Clayey sands are occasionally present. These materials are competent bearing soils, but potentially expansive in nature. i0 d t'6808£:t'6T9T8 Oi SSIidBdOdd WOIXb WOdd TS Pl 686T-92-d3S i n'690PZ '-PZ&S Z.P9 t'TtL T ' NdES:2 68-92-6 ' QTBi y3Id00313X XOdSX AS ADd Project No. 87514241-SI02 Wood ward* Clyde Consultants Groundwater No groundwater was encountered in the test pits at the time of excavation. DISCUSSIONS, CONCLUSIONS, AND RECOMMENDATIONS The discussions, conclusions, and recommendations presented in this report are based on the information provided to us, results of our field and laboratory studies, analyses, and professional judgment. Groundwater No groundwater was noted in the test pits at the time of excavation. In addition, no water seeps or marshy areas were noted dunng our surface reconnaissance of the site. Slopes The stability of the existing cut and fill slopes bordering the site have been addressed in the previous preliminary studies. Our examination of the slopes recently indicate no evidence of instability other than erosion where slopes are not covered with landscaping. Previous analyses and our experience have shown that, typically, cut and fUl slopes, such as those composed of the materials present on the site, are grossly stable; nevertheless, there is a finite possibility that such slopes could become unstable. In our opinion, the probability of slopes becoming unstable is low. Slopes, especially those constructed at inclinations steeper than 2:1, are particularly susceptible to shallow sloughing in periods of rainfaU, heavy irrigation, and/or upslope surface runoff. Periodic slope maintenance may be required, including rebuilding the outer li to 4 feet of the slope. »\1 A e 80 d t'6808£:t76T9T8 Oi SSIidSdOdd HOIXb NOdd ?S fT 686T-9?-d3S 8 n'69i2PZ <^1738& £P9 Pll. X ' Wd£S Z 68-92-6 ' 0T0A d3Id033-13i X0a3X Ag ADd Project No. 87514241-SI02 W6odward-ClvdeCortsultanls Soil and Excavation Characteristics Compacted fills placed with the observation of Woodward-Gizienski and Associates and Woodward-Clyde Consultants have been documented and provided to you, however, we have not observed or tested soil compaction placed with the observation of Lowney Kaldeever Associates and have no knowledge as to its condition except for the report from Lowney Kaldeever Associates; these soils are limited to the northwest corners of the lots pnmarily in parking areas. The materials at grade are moderately ex- pansive as indicated by the Expansion index tests which yielded indexes of 104 and 156, Special consideration is recommended in designing founda- tions on these soils. The soils on site within the proposed grading depths of 5 feet can be excavated by moderate ripping with heavy-duty excava- ting equipment. The upper 0 to 3 feet of soil on the lot appears to be loose. Grading We recommend that all earthworking at the site be done in accordance with the attached "Guide Specification for Earthwork." The grading at the site should be observed and compacted fiUs tested by Woodward-Clyde Consul- tants. AU grading and foundation plans should be reviewed by WCC. A preconstruction meeting. should be held at the site prior to equipment moving onsite. We recommend that, in general, the upper 3 feet of fUi on the lot, wherever not removed by design excavation, be excavated and recompacted in accordance with specifications. We further recommend that the moisture content of this zone of soil be adjusted to at least 3 percent over optimum moisture content before compaction. 6 U'690PZ nl/T»nw14 60 d f&808£f6T9T8 Oi S3Iid3d0ad WOIXb WOdd CS'fT 686T-9S-d3S ^PZeS ZP9 PTi^ T ' Wd£S Z 68-95-6 ' 0T0^ y3IdOD3-|3i Xoy3X AS AOd Project No. 87514241-SI02 Woodward-Clyde Consultants In order to more effectively reduce the effects of heaving of the moderate- ly expansive clayey fill, we recommend that in the building area, these soils be excavated to a depth of at least 3 feet and replaced with properly compacted import select soils. The building area is defined as the foot- pnnt of the structure plus a minimum distance of 5 feet outside these limits. Select soil is defined in the attached earthwork specifications. Special foundations are recommended if a select soil "cap" is not provided in the building area. Drainage We recommend that positive measures be taken to properly finish grade the pad so that drainage waters from the pad and adjacent properties are directed off the pad and away from foundations, floor slabs, and slope tops. Even when these measures have been taken, experience has shown that a shallow ground water or surface water condition can and may devel- op m areas where no such water condition existed prior to site develop- ment; this is particularly true where a substantial increase in surface water infiltration results from landscaping Irrigation. To further reduce the possibiKty of moisture related problems, we recom- mend that all landscaping and irrigation be kept as far away from the building perimeter ss possible. Irrigation water, especially close to the building, should be kept to the minimum required level. We recommend that the groundsurface in all areas be graded to slope away from the building foundations and floor slabs and that all runoff water be directed to proper drainage areas and not be allowed to pond. A minimum ground slope of 1 percent is recommended. In order to provide a subsurface barrier to reduce the potential for mois- ture migration, we recommend that the structures be provided with a continuous perimeter concrete footing extending at least 24 inches below lowest adjacent grade. Recommendations for floor slab underlays are provided later in this report. Ql d f6808£t76T9T8 Oi S3Iid3d0dd WOIXb WOdd £S-t^T 686T-9g-d35 DT«'690fS *-1?28S £P9 PT<L T ' UdPS Z 68-93-5 ' 0T0i dSIdODBISi X0a3X AS ADd Project No, 87514241-SI02 Woodwatd-Clyde Consultants Foundations Foundations for structures founded in a properly compacted select soil may be designed for an allowable soil bearing pressure of 3000 psf (total dead plus Uve load). Foundations should extend a minimum depth of 18 inches below lowest adjacent rough pad grade and be a minimum of 12 inches in width. Steel reinforcing is recommended in all footings (at least one bar top and bottom in continuous wall footings and at least one mat in column footings). Concrete Floor slabs underlain by select soil should be at least 4 inches in thickness and reinforced at the midpoint with steel wire or bars. The actual thickness and reinforcing of floor slabs should be de- termined by the structural engineer based on design loads. We recommend a plastic vapor barrier and a protective wetted sand layer be placed beneath the slab wherever moisture sensitive floor coverings are to be used. Special foundations are recommended for footings placed in moderately expansive soils. We recommend that all footings be founded 24 inches below lowest adjacent rough pad grade and be reinforced top and bottom with at least #5 steel bars. The concrete slab-on-grade floors should be at least 5 inches thick and reinforced at the mid point with at least #4 steel bars 24 inches on center both ways. We further recommend that #4 steel dowels be placed in the foundation 24 inches on center and bent down and extend into the slab at least 18 inches. The specifics of reinforcement consistent with building design should be determined by the structural engineer. These recommendations are intended only to reduce the effects of heaving; footings founded in expansive soils should be expected to heave. We recommend that all foundations and other structures that cannot with- stand differential movement not be located within 8 feet of the top of a slope. Structures located within this area or on slopes should have their foundation depth extended until the outside bottom edge is at least 8 feet horizontally from the slope face. TT d f6808£f6T9T8 Di S3]id3d0dd WOIXb WOdd t^S fT 686T-9S-d3S TTt4'690f2 ^PZ9S ZP9 Pl<L \ ' WdS9 Z 68-92-6 ' 0T0i dSIdOOSHSi XOdSX AS ADd Proiect No. 87514241-SI02 Woodward-dydo Consultants Settlements Compacted fills typically increase in moisture and settle sometime during their lifetimes. It is not possible to accurately estimate settlements of fills because environmental conditions within and below the fill usually change with time. The settlements are frequently found to be on the order of 0,3 percent to 0.5 percent of the depth of the fill for nominal moisture in- creases. The lower value of settlement is often typical of more granular (sandy) soils and the upper value is more typical of cohesive (clayey) soils. We estimate that fills and any supported structure will settle on the order of 1/2 to 1 inch over an extended period of time. Differential settlements are expected to be on the order of 25 to 50 percent of the total values. The effect upon specific structures will depend upon structural design of foundations and the design of the structure to accommodate movements. If subsurface moisture (such as increased landscaping irrigation, leaking utilities, or other sources) increases in the future, greater settlements of fills and supported structures should be expected. If these settlements cannot be tolerated, we recommend that any structure on fill be supported on a pier foundation with piers extending through the fill into dense, formational soils. Recommendation for deep foundations can be given in an addendum report upon request. If the settlements can be tolerated, we recommend as a minimum that the foundation system be tied together and stiffened such that the foundation system acts as a unit resisting separation of foundation elements. The surface of trench and retaining wall backfiU frequently settles even when placed under optimum conditions. It is recommended that any structure or slab placed over such areas be designed to accommodate these settlements. .„ i /. .-I /I ft Zl d f6808[:f6T9T8 Oi S3Iia3d0dd WOIXb WOdd SS fT 686T-9S-d3S '.XU'e90PZ '-PZeS £P9 t-Ii T ' WdSS Z 68-92-6 ' 0T0i d3Id033n31 XOdSX A3. AOd d IdiUl Project No. 87514241-SI02 Woodwafd-CtydeCoosuHants Resistance to Lateral Loads We recommend that passive pressures on footings and shear keys be cal- culated from an equivalent fluid weight of 300 pcf for footings placed in properly compacted fill soils. The upper 12 inches of soils not protected by pavement or floor slabs should not be included in the design of passive resistance. This recommendation is based on the assumption that the adjacent ground surface is horizontal for a minimum distance of 10 feet or three times the height of the surface generating passive pressure, which- ever is greater. We recommend that a value of 0.4 be used a$ the allowable coefficient of friction between footings and compacted fiU. If both frictional and passive resistance are used in design, the friction coefficient should be reduced to 0.3, Retaining Wans It is anticipated that retaining waUs wiU be limited to retaining dock high fills. If expansive soils are located behind such walls, significant pres- sures may be exerted upon the wall. It Is recommended that all retaining waUs incorporate a drained granular backfiU designed to prevent the development of hydrostatic pressure behind the waU. Retaining walls should be designed for an active force equivalent to retaining a fluid weighing 60 pounds per cubic foot to help reduce the effect of any ex- pansive forces imposed upon waUs. Pavements A sample of near surface soil was selected and an R-value determination was made. We understand that moderate truck traffic and light car park- ing wiU occupy the paved areas. £T d f6808£:f6T9TS Oi S3Iid3d0dd WOIXb WOdd SS fT 686T-9?-d3S rTtt'fiq0f2 '-f28S ZP9 fTi T ' Wd9S Z 68-92-6 ' 0T0<i. d3IdOD3131 X0a3X AS ADd RCV EY XEROX TELECOPIEP 7010 . 9-26-S9 3 00PM , 1 714 647 5824-* 24069.B 1 SEP-26-l9e9 14 59 FROM AAIOII PROPERTIES TO 816194380894 P 01 Project No. 87514241-SI02 Woodward-Clyde Consultants For our calculations, we assumed traffic indices of 4.5 for car parking and traffic and 5.5 for light to medium truck parking and access roads. We also assumed that Class 2 untreated base would be used. The R-value tests were performed by American Engineering Laboratory and the results are attached. The results of the R-value determination re- vealed that near-surface soils are clayey and have low R-values; R-values of 15 and 16 were obtained. For these conditions and the assumption stated above, we give the foUowing design recommendations: Asphalt Class 2 Concrete Untreated T.I. A.C. Base 4.5 3.0 T.5 5.5 4,0 10.5 If selective grading and import material having a minimum R-value of 30 is employed, we recommend that the foUowing pavement sections be used. Asphalt Class 2 Concrete Untreated T«I. A.C. Base 4.5 3.0 4.0 5*5 4.0 5.0 We suggest that consideration be given to using concrete pavements in areas where dumpsters wiU be stored and picked up. Our experience indicates that refuse pickup trucks can shorten the useful life of asphaltic concrete sections. We recommend that in these areas, 6 inches of 3.000 psi Portland cement concrete be used over the prepared subgrade surface. pl/rpwl4 -IX- RCU BY XEROX TELECOPIER 7010 . 9-26-89 3 00PM . 1 714 643 5S24T 24069,tt 2 SEP-26-1989 15 00 FROM R-IOM PROPERTIES TO 816194380894 P 02 Project No. 87514241-SI02 Woodwafd-Clyde Consultants We recommend that mix designs be made for asphaltic concrete and Portland cement concrete by an engineering company specializing in this type of work, and that the paving operations be inspected by a quaUfied testing laboratory. We recommend that adequate surface drainage be provided to reduce pond- ing and infiltration of water into the subgrade materials. We suggest that paved areas have a minimum gradient of 1 percent. As much as possible, planter areas next to pavements should be avoided; otherwise, subdrains should be used to drain the planters to appropriate outlets. It is impor- tant to provide adequate drainage to reduce ponding and possible future distress of the pavement section. Class 2 aggregate base should conform to the latest edition of the State of CaHfornia "Standard Specifications," Section 26.1.02 B. Asphaltic concrete should conform to the Standard Specifications, Section 29-2.01 for the asphalt and Section 39-2.02 (Type B) for the aggregate. The aggregate base matenal should be placed at a minimum relative compaction of 95 percent. Portland cement concrete should conform to Sections 40 and 90 of the "Standard Specifications" of the State of California. Cement treated base should conform to the City of San Diego standard requirements. We recommend that the upper and lower 6 inches of the subgrade soil in pavement areas be scarified and properly compacted to at least 95 and 90 percent, respectively, of the maximum laboratory dry density prior to placing base matenal. UNCERTAINTY AND LIMITATIONS We have observed only a very smaU portion of the pertinent soil and groundwater conditions. The recommendations made herein are based on the assumption that soil conditions do not deviate appreciably from those found during our field investigation. We recommend that Woodward-Clyde Consultants review the foundation and grading plans to verify that the pl/rpwl4 -12- RCU BY XEROX TELECOPIER 7010 . 9-26-89 3 01PM . 1 714 643 5324-^ 24069, t? 3 eEP-26-19S9 15-00 FROM ftXIOM PROPERTIES TO 816194380894 P 03 Project No. 875i424i'Si02 lAfoodwanl-ClydeConsultants intent of the recommendations presented herein has been properly inter- preted and incorporated into the contract documents. We further recom- mend that Woodward-Clyde Consultants observe the site grading, subgrade preparation under concrete slabs and paved areas, and foundation exca- vations to verify that site conditions are as anticipated or to provide revised recommendations if necessary. If the plans for site development are changed, or if variations or undesirable geotechnical conditions are encountered during construction, we should be consulted for further recommendations, This report is intended for design purposes only and may not be sufficient to prepare an accurate bid. CaHfornia, including San Diego, is an area of high seismic risk. It is generaUy considered economicaUy unfeasible to build a totally earth- quake-resistant project; it is, therefore, possible that a large or nearby earthquake could cause damage at the site. Geotechnical engineering and the geologic sciences are characterized by uncertainty. Professional judgements presented herein are based partly on our understanding of the proposed construction, and partly on our general experience. Our engineering work and judgements rendered meet current professional standards; we do not guarantee the performance of the project in any respect. Inspection services aUow the testing of only a smaU percentage of the fill placed at the site. Contractual arrangements with the grading contractor should contain the provision that he is responsible for excavating, placing, and compacting fiU in accordance with project specifications. Inspection by the geotechnical engineer during grading should not reUeve the grading contractor of his primary responsibiUty to perform aU work in accordance with the specifications. pl/rpwl4 -13- RCU BY XEROX TELECOPIER 7010 , 9-26-89 3 02PM , 1 714 643 5824-^ 24069,» 4 SEP-26-1989 15 01 FROM PXIOM PROPERTIES TO 816194380894 P 04 Project No. 87514241-SI02 Wbodward-Clyile Consultants This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations, and we can not be respon- sible for the safety of personnel other than our own on the site, the safety of others is the responsibiUty of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. pl/rpwl4 -14- RCU BY XEROX TELECOPIER 7010 , 9-26-89 3 03PM gEP-26-1989 15 02 FROM ftXIOM PROPERTIES 1 714 643 5624-^ 24069,(4 6 TO 816194380894 P 06 Project No, 87514241-S102 Woodward-Clyde Consultants APPENDIX A FIELD INVESTIGATION Eight exploratory test pits were advanced at the approximate locations shown on the Site Plan (Figure 1). The dnUing was performed on February 19, 1988, under the direction of a geologist from our firm, using a tractor-mounted backhoe. SmaU plastic bag and large sack samples of subsurface materials were obtained from the pits, sealed to preserve the natural moisture content of the sample, and returned to the laboratory for examination and testing. The locations and elevations of aU test pits are approximate and were estimated by reference in the plan provided and plan on fUe. p2/rpwl4 A-1 CORTE DE LA PINA r •1 COSMOS COURT 1 CD LOT 4 1 1 % 2 7IZ) 3 CC LOT 6 LEGEND CD Site Boundary rm Indicates approximate location of test pit. 140 280 Graphic Scale (Feet) SITE PLAN ANDREX AT PALOMAR AIRPORT LOTS ^ AND 6 OMmMVf' cb I CKtCKKOBY Pwo<ccriiO;875lH2in-St02 [ OATt 3-7-88 ] waumwo: 1" WO0OWAIID4LV0E GONStlLTANTS RCU BY XEROX TELECOPIER 7010 . 9-26-89 3 03PM , SEP-26-1989 15:03 FROM ftXIOM PROPERTIES 1 714 643 5&24-S 24069,« 7 TO 816194380894 P 07 Project: Andrex at Palomar Airport Lots 4 and 6 KEY TO LOGS Date Dnllod Type of Bonng Water Depth- Type ot Dnll Rig Measured Hammw a Q. V) St OQ Material Description J C ' 8 t 2 "S o S $ 6,2 Surface Elevation* 10- 15- 20- 25- 30, DISTURBED SAMPLE LOCATION CTbtamed by collecting the auger cuttings in a plastic bag Fill Sand Clay SiK Sih/Sand Silt/Clay 'GS = Gram Size Distribution LC ss Laboratory Compaction Test PI a Atterberg Limits Test LLa Liquid Limit UBC - UBC Expansion Index Test Proiect No 87514241-S102 Woodward-Clyde Consultants Figure- A-1 RCU BY XEROX TELECOPIER 7010 , 9-26-89 3 04PM SEP-26-1989 15 03 FROM ftXIOM PROPERTIES 1 714 643 5824-4 24069, « 8 TO 816194380894 P 08 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No.: 1 Date Drilled 2-19-88 Type of Bonng 24" test pit * see Key to Logs, Fig A-l Water Depth Net measured Type of Dnll Rig. Case 580 Measured - - Hammer N/A V a E V> (A i e S 10- 15- 20' 25 30. M 1-2 1-3 1-4 2 2 Material Description lis* O o O 6v2 Surface Elevation i Motst, grayish brown silt and lean clay with fragments of siltstone FILL Becomes more clayey and increasing moisture below 1 5' Dense, moist, light yellowish brown, sitty sand to sandy sitt (SM/ML), occasional rounded gravels DELMAR FORMATION Very stiff, moist, olive to olive brown mottled, fat clay (CH) pooriy laminated, abundant gypsum crystals DELMAR FORMATION Bottom of Hole at 8 feet GS.PI Project No* 87S14241-SI02 Woodward-Clyde Consultants Figure. A-2 RCV BY:XEROX TELECOPIER 7010 , 9-26-89 3 04PM SEP-26-1989 15 04 FROM RXIOM PROPERTIES 1 714 643 5824-4 TO 816194380894 24069,« 9 P 09 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No: 2 Date Drilled 2-19-88 Type of Bonng- 24" test pit * see Key to Logs, Fig A-1 Water Depth Not measured Type of Drill Rig Case 580 Measured -- Hammer N/A 4) O I 10- 15- 20' 26- 30, 2-1 2-2 2-3 I Matenal Description 11 Surface Elevation ^ £ in Oj2 1 //fl •//// fV/f •f/ff y//f Wf'f '/W m f/ff Firm to stiff, moist, olive to yellowish brown mottled, fat clay (CH) HIGHLY WEATHERED DELMAR FORMATION Hard, moist, ohve to olive brown mottled, lean clay and clayey silt (CL/MH), poorly laminated horizontally, some reddish iron staining, gypsum crystals, occasional zones of remolded clay and omni-directional slickensided surfaces DELMAR FORMATION Bottom of Hole at 6.5 feet ProjectNo 87514241-5102 Woodward-Clyde Consultants LC.UBC LL=54 Pl=37 Figure. A-3 RCV BY-XEROX TELECOPIER 7010 , 9-26-89 3 05PM , SEP-26~1989 15 04 FROM ftXIOM PROPERTIES 1 714 643 5824-^ 24069, «10 TO 816194380894 P 10 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No: 3 Date Drilled 2-19-88 Type of Boring. 24' test pit * see Key to Logs, Fig A-1 Water Depth Not measured Type of Dnll Rig Case 580 Measured -- Hammer N/A JZ a. S It o ffi Material Descnption is 6^ Surface Elevation f 0 3-1 3-2 Stiff, moist, olive, Jean day (CL), poorfy laminated, weathered DELMAR FORMATION Becomes hand, less weathered below 1', horizontally laminated, abundant gypsum crystals 5- 10' 15- 20- 25- 30, Bottom of Hole at 4 5 feet Project No 87514241-SI02 Woodward-Clyde Consultants Figure. A4 RCM BY:XEROX TELECOPIER 7010 , 9-26-89 3 05PM , SEP-26-1989 15 05 FROM fl/IOM PROPERTIES 1 714 643 5624-^ 24069, «11 TO 816194380894 P 11 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No: 4 Date Drilled 2-19-88 Water Depth Not measured Type of Bonng 24" lest pit Type of Dnll Rig Case 580 Measured -- Hammer N/A * see Key to Logs, Fig A-1 Deplh, ft Samples Blom/tt Matenal Descnption Moisture Content, Dry Density, pcf Other Tests* Surface Elevation 0 ^ 4-1 z Moist, ohve brown, fat clay to silt FiU m 4-2 I i Stiff to hard, motst, oliveto olrve brown mottled, silty and lean clay (MH/OL), poorly laminated some mottled iron staining DELMAR FORMATION O Bottom of Hole at 5 feet 10- 15- 20- m 25- 30; - Project No- 87514241-SI02 woodward'Clyde Consultants ^ Figure A-5 RCU BY XEROA TELECOPIER 7010 , 9-26-89 3 06R1 , €EP-26-1989 15 05 FROM H'IOM PROPEPTIES 1. 714 643 58Z4-i TO 816194380894 24069,Si; P 12 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No: 5 Date Drilled 2-19-88 Type of Bonng' 24" test pit ' see Key to Logs, Fig A-1 Water Depth Not measured Type of Dnll Rig. Case 580 Measured Hammer N/A o a, E ni CO Matenal Descnption « fa? a 5 <fi Surface Elevation 0 5- 5-1 5-2 ff/f '//// '//// i Moist, olive brown, silty fat clay to elastic silt FILL Stiff, moist, olive to olive brown mottled, lean clay to silt (CL/ML) weathered, some gypsum crystals .^^ DELMAR FORMATION ^ Hard, moist, olive gray with yellowish iron stammg, mottled, lean clay (CL) honzontally lammaled DELMAR FORMATION 10' 15- 20- 2b- 30, Bottom of Hole at 6 feet ProjectNo 87514241-SI02 Woodward-Clyde Consultants w Figure A-6 RCU BY XEROX TELECOPIER 7010 , 9-26-69 3 07Pn ^EP-26-1989 15 06 FROM A^.IOM PPOPEPTIES 1 714 643 5824-s 24069, ttl3 TO 816194380894 P 13 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No: 6 Date Drilled 2-19-88 Type Of Bonng 24* test pit • see Key to Logs, Fig A-1 Water Depth- Not measured Type of Drill Rig Case 580 Measured' -- Hammer N/A ffl 0) E n o m Material Descnption 9 *•* i8 O <» i2 5^ Z Surface Elevation 6-1 6-2 Moi$t, Olfve gray to light brown mottled srit J FILL Hard, moist, tight gray, lean clay to silt (CL-MH) some reddish brown to yellow iron staining, honzontally laminated DELMAR FORMATION UBC LL=42 Pl=25 10' 15- 20- 25 30, Bottom of Hole at 5 feet ProjectNo 87514241-SI02 Woodward-Clyde Consultants Figure' A-7 RCM BY XEROX TELECOPIER 7010 , 9-26-89 3 07PM , ^EP-26-1989 15 06 FROM fi'IOM PROPERTIES 1 714 643 5824-s 24069, ttl4 TO 816194380894 P 14 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No: 7 Date Drilled 2-19-88 Type of Bonng 24" test pit * see Key to Logs, Fig A-1 Water Depth Not measured Type of Dnll Rig Case 580 Measured- -- Hammer N/A a.3z a V) I ca Matenal Descnption 15 O C Q. Surface Elevation 0 7-1 7-2 7-3 z z Moist, light brown to olive brown, lean to fat clay and silt FILL Hard, moist, light gray with yellow injn staining, mottled silt (MH). honzontally laminated DELMAR FORMATION 10- 15- 20- 25 30 Bottom of Hole at 5 feet ProjectNo 87514241-3102 Woodward-Clyde Consultants I Figure: A-8 RCU BY-XEROX TELECOPIER 7010 . 9-26-89 S^'OePM , SEP-26-1989 15 07 FROM fi^'IOM PROPERTIES 1 714 643 5824-* 24069, «1E TO 816194380894 P 15 Project: Andrex at Palomar Airport Lots 4 and 6 Log of Test Pit No: 8 Date Drilled 2-19-88 Type of Boring. 24" test pit * see Key to Logs, Fig A-1 Water Depth Not measured Type of Dnll Rig Case 580 Measured • - Hammer N/A Q. s to o, CD Matenal Descnption 9 »J i8 s <b. er- »> o w a <» « Surface Elevation 10- 8-1 8-2 8-3 z Moist, light brown, lean to fat clay with layers of siit FILL Less moisture below approximately 2' Some slightly decomposed grass and sticks 7 5'-9' along with rocks to 12" diameter Moist, light brown silt FILL 15- 20 25- 30, Bottom of Hole at 12 feet ProjectNo 87514241-5102 Woodward-Ciyde Consultants ^ Figure A-9 RCU BY XEROX TELECOPIER 7010 , 9-26-89 3*t)8PM , 1 714 643 5824- 24069,1416 SEP-26-1989 15 07 FROM Pl> IOM PROPERTIES TO 816194380894 P 16 Pivject No. 87514241-SI02 Woodward-CiydeConsultants APPENDIX B LABORATORY TESTS The materials observed in the test borings were vi&usUy classified and evaluated with respect to swelling characteristics. The classifications were substantiated by performing grain size analyses and evaluating plasticity characteristics of samples of the soils. Fill suitability tests, including a compaction test, expansion index tests, and grain size analyses, were performed on samples on the probable fill soils. Swelling characteristics were estimated by performing expansion index tests on recompacted samples. The suitability of soils for use as pavement subgrade was evaluated by performing R-value tests. The grain size distribution curves and plasticity tests are shown on Figure B-l. The results of the expansion index test are reported in Figure B-2. The results of the R-value tests, as submitted to us by Testing Engineers, Inc. are presented in Figure B-3. p2/rpwl4 B-l .RCU BY XEROX TELECOPIER 7010 . 9-26-89 3'09PM 5EP-26-1989 15 08 FROM AXIOM PROPEPTIES 1 714 643 5824-240e>9,niv TO 816194380894 P 17 COBBLES GRAVEL SAND SILT and CLAY COBBLES Coarse Fine Coarse Medium Fine SILT and CLAY Mesh Opening - Ins Sieve $128$ Hydrometer Analysis 100 90 80 76 3 2 I f 2 if 70 60 50 W 90 20 10 10 I6 20 80M0 60 80 HI0 200 17 —_ V \ C —J r \ ) V \ >, A;- •VT —- _JL_ 100 1 0 1 J 0. 0 5. ,JL UO J. 0 .1 0 ,0S 0. 01 0 .005 0.00 iO 20 30 so trt ut o Ul a. Ul ac 60S: 70 80 90 (00 ORAIN SIZE IN MILLIMETERS SAMPLE CLASSIFICATION AND SYMBOL *LL *P1 0 1-4 clayey sand (SC) 31 12 'LL - Liquid Limit *PI - Plasticity Index GRAIN SIZE DISTRIBUTION CURVES ANDREX AT PALOMAR AIRPORT LOTS 4 AND 6 Cbl CHECKED 8V. f^-^'^'j PROJECT NO.87514241-SI02 \ PATE' 3-7-8$ | FteUBBNOB-l DRAWN BY. •ewe WOOOWARO-CLYOE CONSULTANTS RCV BY XEROX TELECOPIER 7010 , 9-26-69 3 09PM SEP-26-1989 15-09 FROM AXIOM PROPERTIES 1 714 643 5824^ 24069, tt IS TO 816194380894 P 18 PLASTICITY CHARACTERISTICS 2-2 Liquid Limit, % 54 Plasticity Index, % 37 Classification by Unified Soil Classification System 150 ZERO AIR VOIDS CURVES '2 80SG 2 70SG 2eOSG 2.50 SG COBBLES f Icl m I f I SILT i CLAY 100 SING 80 1 60 z 40 UJ 40 u oc Ui 0. 20 0 .JO. L J 1000 100 10 1.0 0 1 0 01 0 001 GRAIN SIZE, mm MECHANICAL ANALYSIS DIRECT SHEAR TEST DATA Dry Density, pcf Initial Water Content, % Findl Water Content, % Apparent Cohesion, psf Apparent Friction Angle, degrees UBC EXPANSION INDEX 2-2 Initial Dry Density, pcf 9S Initial Water Content, % 13 Final Dry Density, pcf 85 Final Water Content, % 33 Load, psf 144 UBC Expansion Inclex 156 SAMPLE LOCATION 10 20 30 LABORATORY COMPACTION TEST 40 LABORATORY COMPACTION TEST METHOD ASTM-D 1SS7-7RA FILL SUITABILITY TESTS ANDREX AT PALOMAR AIRPORT LOTS 4 AND 6 DRAWN av; cb I CHeqCEOBY //^/| WOJ6CTNO 87514241-SIQ2I PATE 3-7-S8 jHOUREMO. B-2 WOODWARD-CLYDE CONSULTANTS NOR-LA,KE, INCORPORATED 727 Second Street RO. Box 248 Hudson, Wisconsin 54016 800-955-5253 715-386-2323 866-961-5253 Parts 800-388-5253 Service 715-386-4291 FAX www.norlake.com NO[\LAKE CAPSULE PAK^"" REFRIGERATION SYSTEMS ». CEILING MOUNT - A MODEL CEILING MOUNT - B MODEL WALL MOUNT PROJECT: ITEM NUMBER: MODEL NUMBER: STANDARD FEATURES Available for coolers or freezers Standard equipment for Nor-Lake Indoor or outdoor models Kold Locker™ Walk-Ins Three temperatures +35T, -10T, -20T Ceiling or wall mount Air cooled condensing unit Automatic condensate vaporizer. No drain lines required on indoor units Time clock provided for automatic defrost on both coolers and freezers Registered by UL to ISO 9001:2008 UL and C-UL electrical listing on complete Capsule Pak™ refrigeration systems ** -20T ambient controls (outdoor models) 18 months parts and labor warranty OPTIONAL FEATURES * • Condensing unit air deflector kit • Heater kit for outdoor use in below +32T ambient • Three phase electrical • Remote Capsule Pak™ refrigeration system • Electric condensate vaporizer • 5 year compressor warranty Nor-Lake, Inc. Registered to ISO 9001:2008 File No. 10001816 SPECIFICATION Most options are available two weel<s from receipt of order Please contact us for specific questions * C-UL is Underwriters Laboratones Safety Certification Mark wfiich indicates that UL has tested the equipment to applicable CSA Standards GUIDE PHYSICAL SPECIFICATIONS Capsule Pak™ Refrigeration System Specification Capsule Pak™ refrigeration systems consist of a unitized system which is factory assembled, wired, charged, tested and fully equipped for insertion into a factory prepared walk-in opening. The Capsule Pak™ system has a flush coil which keeps all components outside the walk-in storage area, allowing more storage inside. Models are available for wall or ceiling mounting for use on indoor or outdoor installations. Models are available for interior compartment design temperatures of +38°F to +35T, -lOT and -20°F**. Installation is fast and easy. No plumbing required on indoor units. The Capsule Pak™ evaporator section is an integral factory assembled component of the complete Capsule Pak™ refrigeration system. The evaporator section is designed to be located entirely outside the walk-in with no intrusions into the refrigerated space. The evaporator enclosure is constructed utilizing foamed- in-place polyurethane insulation and equipped with a removable, gasketed access cover Capsule Pak''"'^ models use high efficiency EC evaporator fan motors to circulate air throughout the walk-in. All indoor Capsule Pak™ models are equipped with a discharge gas condensate vaporizer which requires no plumbing. All outdoor Capsule Pak™ models are equipped with low ambient controls consisting of crankcase heater, flooded condenser head pressure control and pump down cycle. All standard Capsule Pak™ refrigeration systems are stocked for same day shipment. All standard Capsule Pak™ refrigeration systems are UL and C-UL listed. Note: Allow minimum of 6" clearance above the Capsule Pak™ system for installation*. Exterior Walk-In Height Door Opening Size W H Model 26" 59" 45 Series 26" 66" STD Series 26" 78" 74 Series 26" 78" 77 Series Side View Front View Capsule Pak™ Refrigeration Systems G" Dimension Exterior V\feilk-in Height Model Number 77" CPB050DC-A 29" 44-1/2" 14-3/4" N/A N/A N/A N/A N/A N/A N/A CPB075DC-A 37" 48-1/4" 14-3/4" N/A N/A N/A N/A N/A N/A N/A CPB100DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPB150DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPF050DC-A 28" 44-1/2" 14-3/4" N/A N/A N/A N/A N/A N/A N/A GPF060DC-A 37" 44-1/2" 14-3/4" N/A N/A N/A N/A N/A N/A N/A CPF075DC-A 37" 48-1/4" 14-3/4" N/A N/A N/A N/A N/A N/A N/A CPF075DC-B 54" 24-1/4" 14-3/4" N/A N/A N/A N/A N/A N/A N/A CPF100DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPF150DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPF151DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPF200DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPXIOODC-A 37" 48-1/4" 14-3/4" N/A N/A N/A N/A N/A N/A N/A CPX150DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPX151DC-A 34-1/2" 59" 21-1/4" N/A N/A N/A N/A N/A N/A N/A CPB050DCO-A 32" 44-1/2" 16-1/8" N/A N/A N/A N/A N/A N/A N/A CPB075DCO-A 43" 48-1/4" 16-1/8" N/A N/A N/A N/A N/A N/A N/A CPB100DCO-A 40-1/2" 59" 22-7/8" N/A N/A N/A N/A N/A N/A N/A CFB150DCO-A 40-1/2" 59" 22-7/8" N/A N/A N/A N/A N/A N/A N/A CPF060DCO-A 43" 44-1/2" 15-7/8" N/A N/A N/A N/A N/A N/A N/A CPF075DCO-A 43" 48-1/4" 15-7/8" N/A N/A N/A N/A N/A N/A N/A CPF100DCO-A 40-1/2" 59" 22-7/8" N/A N/A N/A N/A N/A N/A N/A CPF150DCO-A 40-1/2" 59" 22-7/8" N/A N/A N/A N/A N/A N/A N/A CPF151DCO-A 40-1/2" 59" 22-7/8" N/A N/A N/A N/A N/A N/A N/A CPF200DCO-A 40-1/2" 59" 22-7/8" N/A N/A N/A N/A N/A N/A N/A CPB050DW N/A N/A N/A 25-1/4" 38" 22-1/4" 27-3/8" 34-3/8" 43" 46-3/8" CPB075DW N/A N/A N/A 44-1/8" 45" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPF060DW N/A N/A N/A 25-1/4" 38" 22-1/4" 27-3/8" 34-3/8" 43" 46-3/8" CPF075DW N/A N/A N/A 25-1/4" 38" 22-1/4" N/A 34-3/8" 43" 46-3/8" CPF100DW N/A N/A N/A 44-1/8" 45" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPF150DW N/A N/A N/A 44-1/8" 45" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPX100DW N/A N/A N/A 25-1/4" 38" 22-1/4" N/A 34-3/8" 43" 46-3/8" CPX150DW N/A N/A N/A 44-1/8" 45" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPX151DW N/A N/A N/A 44-1/8" 45" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPB050DWO N/A N/A N/A 25-1/4" 42" 22-1/4" 27-3/8" 34-3/8" 43" 46-3/8" CPB075DWO N/A N/A N/A 44-1/8" 48-3/4" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPF060DWO N/A N/A N/A 25-1/4" 42" 22-1/4" 27-3/8" 34-3/8" 43" 46-3/8" CPF075DWO N/A N/A N/A 25-1/4" 42" 22-1/4" N/A 34-3/8" 43" 46-3/8" CPF100DWO N/A N/A N/A 44-1/8" 48-3/4" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPF150DWO N/A N/A N/A 44-1/8" 48-3/4" 30" N/A 27-5/8" 36-1/4" 39-5/8" CPF151DW0 N/A N/A N/A 44-1/8" 48-3/4" 30" N/A 27-5/8" 36-1/4" 39-5/8" * Consideration must be given to accessibility for service & free condenser air flow. Consult factory with installation questions " +90°F ambient or less and 50% rh Subject to change without notice ELECTRICAL DATA ~1 ^ 9 1 Capsule Pak^" Refrigeration Systems (All systems use R-404a Refrigerant) Model # Electrical Total Sytem Refrig. Amps Total System Defrost Amps Min Circuit Amps NEMA Plug or Max Fuse Size CPB050DC-A+ 115/60/1 14.3 --5-20P CPB075DC-A+ 208-230/60/1 86 --6-20P CPB100DC-A+ 208-230/60/1 7 7 --6-15P CPB150DC-A 208-230/60/1 10.4 -15.4 25 CPF050DC-A 115/60/1 11.6 584 13.5 20 CPF060DC-A+ 208-230/60/1 7.7 --6-20P CPF075DC-A+ 208-230/60/1 7 --6-15P CPF075DC-B+ 208-230/60/1 5 8 --6-15P CPF100DC-A+ 208-230/60/1 7 5 --6-15P CPF150DC-A 208-230/60/1 12 12.2 13.9 20 CPF151DC-A 208-230/60/1 10 102 13.4 20 CPF200DC-A 208-230/60/1 15.7 114 17.7 20 CPXIOODC-A 115-208-230/60/1 8 7 8 3 9 3 15 CPX150DC-A 208-230/60/1 11.4 7.1 14.9 20 CPX151DC-A 208-230/60/1 15,3 7.1 19.5 25 CPB050DCO-A 115/60/1 12 -15.3 20 CPB075DCO-A 208-230/60/1 86 -12 15 CPB100DCO-A 208-230/60/1 8 2 -11.2 20 CPB150DCO-A 208-230/60/1 104 -15.8 25 CPF060DCO-A 208-230/60/1 7.4 7 2 11.4 15 CPF075DCO-A 208-230/60/1 7 6 7 9.65 15 CPF100DCO-A 208-230/60/1 86 8 8 10.3 15 CPF150DCO-A 208-230/60/1 9 8 10,9 12 15 CPF151DC0-A 208-230/60/1 11.7 845 13.95 20 CPF200DCO-A 208-230/60/1 14.2 10.3 16.4 20 CPB050DW+ 115/60/1 11.2 --5-20P CPB075DW+ 208-230/60/1 8 7 --6-15P CPF060DW+ 115/208-230/60/1 8 6 --L14-20P CPF075DW 115/208-230/60/1 7 9 9 9 9 9 15 CPF100DW 208-230/60/1 114 7.1 149 20 CPF150DW 208-230/60/1 112 7 1 142 20 CPX100DW 115/208-230/60/1 8 7 8 3 9 3 15 CPX150DW 208-230/60/1 114 7.1 14.9 20 CPX151DW 208-230/60/1 15.3 7.1 19.5 25 CPB050DWO 115/60/1 12.8 -16.1 20 CPB075DWO" 115/208-230/60/1 8 7 -12 15 CPF060DWO" 115/208-230/60/1 9 86 12.6 20 CPF075DWO" 115/208-230/60/1 7 102 9 9 15 NOTE * Hot gas defrost *• These systems have 115 volt fan motors and/or drain line heaters which will require 115/208-230/60/1 AC 4 wire service • Cord Connected Equipment Subject to change without notice Ceiling Mount Capsule Pak^*^ System Ceiling Mount Capsule Pak^" systems are conveniently located on top of the walk-in to maximize available floor space. Available in indoor and outdoor models for single or dual walk-in compartments. Ceiling mount systems are available for same day shipment. Wall Mount Capsule Pak^"^ System The Wall Mount Capsule Pak™ System provides easy access for service and installation where there is not enough room for a ceiling mounted application. Available in indoor and outdoor models for single or dual walk-in compartments. Wall Mount Systems are available to ship in ten days. REMOTE CAPSULE PAK™ REFRIGERATION SYSTEMS GP i These systems Include ambient controls, weather-proof hoods, precharged systems with quick connects for simple field connections to precharged lines of your choice. Consult factory for application, pricing and ship date availability. Remote Capsule Pak™ Refrigeration Systems QQtmmmQmw iVAPQRATQRUHff IModei Number Refrigerant Refria. Openinq Size Voitaqe Cond. AMPS Min. Circuit AMPS Max Fuse Size Defrost AMPS Evap Amps Min. Circuit Amps Max Fuse Size CEILING MOUNT SYSTEMS RCPB050DC-A R-404a SMALL 115/60/1 13.5 147 25 115/60/1 N/A 1.2 1.5 15 RCPB075DC-A R-4Q4a MEDIUM 208-230/60/1 9.7 108 15 230/60/1 N/A 1.1 1.3 15 RCPB100DC-A R-404a LARGE 208-230/60/1 8.2 13.8 20 230/60/1 N/A 1 1.3 16 RCPB150DC-A R-4a4a LARGE 208-230/60/1 10.4 15.1 20 230/60/1 N/A ,61 ,76 15 RCPF060DC-A R-404a MEDIUM 208-230/60/1 6,8 11.0 15 116/60/1 132 2.1 132 15 RCPF076DC-A R-404a MEDIUM 208-230/60/1 7.5 9.2 15 230/60/1 6.7 2.2 6,7 16 RCPF100DC-A R-404a LARGE 208-230/60/1 7.5 9.2 15 230/60/1 8.8 1.2 8,8 16 RCPF160DC-A R-404a LARGE 208-230/60/1 8.7 109 15 230/60/1 107 1.1 10,7 16 RCPF151DC-A R-404a LARGE 208-230/60/1 10.7 12.9 20 230/60/1 8.3 1.0 8,3 15 RCPF200DC-A R-404a LARGE 208-230/60/1 10.3 13.0 20 230/60/1 9.9 1.2 9,9 15 WALL MOUNT SYSTEIMS RCPB050DW R-404a SMALL 115/60/1 11.7 14.3 20 116/60/1 N/A 1.65 2 15 RCPB075DW R-404a LARGE 208-230/60/1 9.7 108 15 230/60/1 N/A 1 1,3 15 RCPF060DW R-404a SMALL 208-230/60/1 9.0 9.1 15 115/60/1 8.6 1.6 10,7 15 RCPF075DW R-404a SMALL 208-230/60/1 5.6 6.6 16 115/60/1 9.9 1.4 9,9 15 RCPF100DW R-404a LARGE 208-230/60/1 74 8.9 16 230/60/1 7.1 1.1 7,1 16 RCPF150DW R-«04a LARGE 208-230/60/1 10.5 13.4 20 230/60/1 71 1 7.1 15 Electric Condensate Vaporizer Exclusive to Nor-Lake is the Electric Condensate Vaporizer for Remote Capsule Pak™ Systems. This UL and C-UL approved product requires no drain lines on indoor applications, which makes installation fast and easy and allows equipment to be operational in a shorter time frame. Note: this is an optional feature. NOR-LAKE, INCORPORATED 727 Second St. Hudson, Wl 54016 800-955-5253 715-386-2323 800-961-5253 PARTS 800-388-5253 SERVICE 715-386-4291 FAX www.norlake.com ,s09001:2oog ' Registered to ISO 9001:2008 " File No. 10001816 ma •f. Stundex Food Service Equipment Group NORLAKE \ Sl Revision Date: 08/14 © 2014 NOR-LAKE, INC. Printed in U.S.A. Part Number: 132724 nMMF RLC-DS-2 January 1994 Third Printing Series Rotary Liquid Chiller 70 to 400 Tons Air-Cooled RECEIVED JUL 2 9 2014 CITY OF CARLSBAD BUILDING DIVISION Features and Benefits Designed To Perform, Built To Last Trane 70 through 400-ton air-cooled Series R* chillers are leading the marketplace into the 21st century with innovative design features that provide benefits no other chiller can match. ^1^ ai Trane air-cooled 200-ton chiller. cover ptwto: Trane's air-cooled Series R 100-ton chiller. Contents Unequaled ReliabilitY • Proven rugged Trane Helirotor™ compressor design for longer life and greater dependability. • Fewer moving parts means less parts to fail. Typical reciprocating compressors have 15 times as many critical parts. • Dual independent refrigerant circuit design increases overall system reliability. • Unlike reciprocating compressors, Trane Helirotor compressors can handle liquid slugging. Optimum Efficietwies • Unsurpassed full load efficiency (EER) • Great part-load efficiency due to an electronfc expansion valve and Trane Helirotor compressors. •PID chilled water setpoint control maintains chilled water supply within ± % F of setpoint. Trouble-Free Installation, Start-Up And Operation • Small operating footprint insures easy retrofit capabilities. • Factory testing insures trouble-free start-up. • Factory-installed, fully-tested controls and options keep start-up time and expenses minimized. • Adaptive Control™ Microprocessor — optimizes efficiencies — prevents nuisance trip-outs — prevents unnecessary service calls and unhappy tenants • Superior microprocessor control — over 90 diagnostic and operating conditions — display chiller temperatures and pressures — Trane Integrated Comfort" system (ICS) interface. Features and Benefits Model Number Description n General Data 13 Selection Procedure It Application Considerations 16 Performance Adjustment Factors H|1|"W> Performance Data Electrical Data Jobsite Connections Controls 22 !iltjfll|iit/ Dimensional Data .if Weights Options Typical Wiring Diagrams Features Summary Mechanical Specifications Features and Benefits I Unequaled Reliability Proven Reliable Design The air-cooled Series R® chiller utilizes two, three, or four Trane Helirotor' compressors that operate on two refrigeration circuits. The tonnages of these compressors is 35,40, 50,60, 70, 85, and 100 ton, and they are grouped together in different configurations to make up the air-cooled product line from 70 to 400 tons. Trane air-cooled Helirotor compressors were designed, tested and built to the same mgged standards as the CenTraVac® chiller compressors. Since the introduction of Trane's Helirotor compressors to air-cooled applications, their reliability has been outstanding. This is proven by the fact that thousands of Series R compressors have shipped and less than one-half of one percent have failed. The Helirotor compressor design and reliability is outstanding when compared to a typical reciprocating compressor design which historically has had a failure rate of two to four percent in the first year alone. All air-cooled Series R chillers use the highly reliable Helirotor compressor Air-cooled Series R chillers from 130- 400 tons utilize the "intermediate" compressor. These compressors unload from fully loaded to the minimum capacity of the compressor utilizing a single unloading method, the slide valve. This slide valve is positioned over both the male and female rotors. With the addition of the 70, 80, 90,110, and 125 ton chillers to our air-cooled product line, we have also added a new design concept to the Helirotor compressor and cali it the "general purpose" compressor. The capacity control of this new design is achieved in much the same manner as the larger compressors by modulation of a loader, unloader mechanism driven by oil pressure actuated pistons. A simple piston is used to load and unload the step unloader valve at start-up allowing the compressor to start in an unloaded state for increased reliability. As the load increases or decreases the compressor uses a variable unloader valve to modulate capacity and closely match the required cooling load. Cutaway of a 100-ton intermediate compressOT. Fewer Moving Parts The "intermediate" Helirotor compressor has onty three moving parts; the two rotor assemblies and the capacity controlling slide valve. The "general purpose" Helirotor compressor has only four moving parts: two rotor assemblies, the variable unloader valve, and the step unloader valve. Unlike reciprocating compressors, the Trane Helirotor compressor has no pistons, connecting rods, suction and discharge valves or mechanical oil pump. In fact, a typical reciprocating compressor has 15 times as many critical parts as the Series R compressor. Fewer moving parts lead to increased r^iability and longer life. Helirotor" screw compressor component parts versus reciprocating compressor components. Features and Benefits Resistance To Liquid Slugging The robust design of the Sieries R compressor can ingest amounts of liquid refrigerant that would severely damage reciprocating compressor valves, piston rods and cylinders. Proven Design Through Testing and Research Test lb Failure It takes a little getting use to, but we MUST fail a lot of compressors in the laboratory so they don't fail in the field. Without failures, there is no way to be certain whether the final design is conservative or potentially unreliable. The Compressor Accelerated Ufe Test is proven to induce failure. This test is designed to overstess all parts and quickly identify any weak elements. The test conditions are far more extreme than actual field applications. Engineers fail, redesign, fail, redesign, etc., until finally, reliability in the field is assured. Our leadership in helical compressor technology is recognized worldwide. It is the basis for the successful introduction of the reliable Trane Helirotor compressor — right from the start I i4 , 4- i End view showing male and female rotors and slide valve on an 85-ton intermediate compressor. • Optimum Efficiencies Unsurpassed Full Load Efficiency Precise Rotor Tip Clearances Higher energy efFk:ierKy in a helical rotary compressor is obtained by reducing the rotor tip clearances. This reduces the leakage between high and bw pressure cavities during compression. Precise rotor tip clearance is achieved with the latest manufacturing and machining technology. Trane is the first helical rotary compressor manufecturer to electronically check compressor parts machining accuracy as part of the standard productkMi process. Optimized Compressor Parts Profiles Rotor and slkte valves are unK|ue designs, optimized for the air conditioning application. The rotors are designed for the piressure ranges in the air conditkxiing application. The unloader valve has a unk)ue profile that resulted from computer performance modeling in typical part-load situations. Advanced Heat Iwisfer Surfaces Condenser and evaporator tubes use the latest heat transfer technology for increased efficiency. (keat Part Load Efficiency With Trane Helirotor'" Compressors And Electronic Expansion Valve 'Vtane Helirotor Compressor Means Superior Part Load Performance The air-cooled Series R* chiller has great part-load performance. The slide valve on the "intermediate compressors" has a Trane designed profile that resulted from computer performance modeling in typical part- load situations. The combination patented unloading system on the "general purpose" compressor utilizes the variable unloading valve for the majority of the untoading function similar to that of the slide valve. The "general purpose" compressor also uses a step unloader valve which is a single unloading step to achieve the minimum untoading point of the compressor The result of both of these designs is optimized part-load performance far superior to single reciprocating compressors. Features and Benefits TYPICAL PART LOAD PERFORMANCE IOOT 130-400 TONS CL 5 a < o 0 10 20 30 40 50 60 70 % FULL LOAD CAPACITY 80 90 100 70-125 TON RTAA COMPRESSOR LOADING < 2 COMPRESSOfl »1 OFF ON VARIABLE UNLOADS VARIABLE LOADS COMPRESSOR «2 OFF . VARIABLE LOADS STEP = STEP UNLOADER VALVE VARIABLE c VARIABLE UNLOADER VAl VE Features and Benefits Electronic Expansion Valve When coupled with Trane's Adaptive Control™ mfcroprocessor, our electronfc expansion valve significantly improves part-load performance of the Series R chiller by minimizing supertieat in the evaporator and allowing the chiller to run at reduced condensing temperatures. Chillers which use conventional TXV's must run at higher head pressures and consume more power than necessary at part-loads. Additionally, the electronic expansion valve and its controls allow much better stability and control over dynamic load and head changes. Under these conditions a conventional TXV may never achieve control stability and extended periods of TXV "hunting" and liquid slugging are common. Capacity Control and Load Matching Infinitely variable compressor modulation allows the compressor capacity to exactly match the building cooling load. Reciprocating chillers that rely on stepped capacity control must run at a capacity equal to or greater than the load. Much of this excess capacity is lost because overcooling goes toward building latent heat removal, causing the building to be dried beyond normal comfort requirements. The result is an increase in chiller energy costs, particulariy at the part-load conditbns at which the chiller operates most of the time. PID Chilled Water Setpoint Control Through Slide Valve Modulation Maintain Chilled Water Supply Within ± 'A F Of Setpoint Reciprocating chillers that have step capacity control typically can only maintain water temperature to around + 2 F. With the air-cooled Series R chiller, maintaining temperature control has never been so accurate. Reduce Compressor Cycling Modulating capacity control offers better compressor reliability. Compressor cycling, typical of reciprocating compressors, will decrease compressor component life. Parts like motors and valves do not stand up well to excessive compressor cycling. Cutaway view of Irane's electronic expansion valve. Features and Benefits I Trouble-Free Installation, Start-Up And Operation Adaptive Control™ Mi«oprocessor The air-cooled Series chiller employs the most advanced microprocessor control available on any packaged water chiller in the marketplace and features the Adaptive Control microprocessor. So what is the Adaptive Control microprocessor? Adaptive Control means the Unit Control Module (UCM) directly senses the control variables that govern operation of the chiller motor current draw, evaporator temperature. condenser temperature, etc. When any of the variables approaches a limit condition where the unit may be damaged or shut down on a safety, the UCM takes corrective action to avoid shutdown and keep the chiller operating. It does this through combined actions of compressor slide valve modulation, electronic expansion valve modulation and fan staging. Additionally, the UCM optimizes total unit power consumption during normal operating conditions. No other chiller control system in the martcetplace duplicates this performance. Unit control module for 130 to 400 ton air^ooled chillers. The End Of Nuisance Trip-Outs And Unnecessary Service Calls? Unnecessary service calls and unhappy tenants are avoided. The unit does not nuisance trip or unnecessarily shut down. Only when the UCM has exhausted the corrective actions it can take and the unit is still violating an operating limit will the unit shut down. CONTROLS ON OTHER CHILLERS TYPICALLY SHUT DOWN THE CHILLER, QUITE PROBABLY JUST WHEN IT IS NEEDED THE MOST For example: A typical five-year-old chiller with dirty coils might trip-out on high pressure cutout on a 100 F day in August. A hot day is just when comfort cooling is needed the most. In contrast the air- cooled Series R chiller with an Adaptive Control microprocessor will stage fans on, modulate electronic expansion valve, and modulate slide valve as it approaches a high pressure cutout. Thereby KEEPING THE CHILLER ON-UNE JUST WHEN YOU NEED IT THE MOST Clear Language Display Keypad (UCM) — Air-Cooled, 70 to 125 tons. aose Spacing Of Chiller The air-cooled Series R® chiller has the tightest recommended side clearance in the industry, four feet, but that is not all. In situations where equipment must be installed with less clearance than recommended, such as frequently occurs in retrofit and rooftop applications, restricted air flow is common. Conventional chillers may not wori< at all. However, the air-cooled Series R chiller with Adaptive Control™ microprocessor will simply make as much chilled water as it can given the actual installed conditions, stay on line during any unforeseen abnormal conditions, and optimize its performance. Consult your Trane sales engineer for more details. Lower Service Expense Nuisance service calls are avoided. When there is a real problem that must be corrected, the UCM's extensive diagnostics help assure that the problem is quickly identified. Down time and service expense are minimized. And with the ability to communicate with the Trane Integrated Comfort" system or a remote display panel, service problems can be identified and diagnosed remote to the installation. Features and Benefits Factory testing Means Trouble-Free Start-Up All air-cooled Series R chillers are given a complete functional test at the factory. This computer-based test program completely checks the sensors, wiring, electrical components, microprocessor function, communication capability, expansion valve performance and fans. In addition, each compressor is run tested with refrigerant to verify capacity and power consumption. Where applicable, each unit is factory preset to the customer's design conditions, including leaving water temperature setpoint, cun-ent limit, and reset temperature setpoint. The end result of this test program is that the chiller anives at the jobsite fully tested and ready to go to work. Factory Installed And tested Controls/Options Speed Installation All Series R chiller options, including control power transformer, starter disconnect, low ambient control, ambient temperature sensor, low ambient tockout communication interface and ice making controls are factory installed and tested. Some manufacturers send options in pieces to be field installed. With Trane, the customer saves on installation expense and has assurance that ALL chiller controls/options have been tested and will function as expected. -8- Features and Benefits I Superior Control Unit Control Module Trane's new Adaptive Control" microprocessor control system enharwes the air-cooled Series R chiller by providing the very latest chiller control technology. The Trane air-cooled Series R chillers ranging from 130 to 4O0 ton sizes offer an easy-to-use operator interface panel that displays all operating and safety codes with over 60 diagnostics included. Adaptive Control microprocessor features shut down the chiller only if absolutely necessary. The unit control module (UCM) anticipates potential problems and initiates corrective actions to prevent nuisance tripouts. Remote Display Panel — Air-Cooled, 130 to 400 tons. \ State-of-^e-Art Equipment The new 70 to 125 air-cooled chillers offer the exclusive Trwie Adaptive Control tegic with the Clear Language Display (UCM). The Gear Language Display has various functbns that allow the operator to read unit information and adjust setpoints. The Clear Language Display panel has 16 keys, the readout screen is a two-line, 40 character liquid crystal with a backlight. The backlight aliove the operator to read the display in low-light conditions. Unit Control Module Features Equal Compressor Sequencing Trane maximizes both compressor and motor life by equalizing both the number of starts and the operating hours. The UCM will start the compressor with the least number of starts and turn off the compressor with the most operating fiours. Conventkinal "auto" lead-lag control will equalize starts, but running hours will typically be unequal. Equalizing both starts and running hours wil! provide equal compressor wear internal "Built-in" Chiller Flow Protection The UCM automatically detects a no waterflow condition. An external flow switch is not required, whteh lowers costs versus typical chillers. Built-in flow protection also eliminates nuisance flow switch problems. Remote Clear Language Display Panel for 70 to 125-ton air-cooled chillers. 10 Features and Benefits Easy Chiller System Logging The UCM displays data required to log the chiller system. The following information is available either as standard or as an option with the Air- Cooled Series R Chiller microprocessor. • Entering and leaving chilled water temperatures • Ambient air temperature • Evaporator and condenser refrigerant temperatures and pressures • Compressor suction temperature • Percent RLA for each compressor • Percent line voltage • Compressor starts and running hours • Active setpoints: chilled water setpoint current limit setpoint ice terminatbn setpoint low ambient lockout setpoint • Over 90 diagnostic and operating conditions • Part failure diagnostics: water temperature sensors refrigerant temperature sensors compressor contactors Remote Display Panel Trane air-cooled Series ff chillers are available with a twisted pair connection to an optional remote display panel. Chiller operation can be controlled similarly to the control interface on the chiller itself. Through a twisted pair of wires the unit can be turned on or off, change the chilled water setpoint, and display over 90 operating and diagnostb conditions. The remote display panel can be mounted indoors so access to chiller information is just steps away, eliminating any need to go outdoors or on the roof. Remote display panels designed for air-cooled chillers of 130-400 ton ranges can control one unit. However the newly designed clear language display for chiller sizes of 70-125 tons has the ability to control multiple units. In a multiple unit configuratbn, the Remote Clear Language Display Panel has the capability to communicate with up to four units. Each unit requires a separate communication link with the Remote Display Panel. Easy Interface To The Building Management System Controlling the air-cooled Series R chiller with building management systems is state-of-the-art yet simple. Chiller inputs include: • Chiller enable/disable • Circuit enable/disable • Chilled water setpoint • Current limit setpoint • Ice making enable Chiller outputs include; • Compressor running indication • Alarm indication (CKt 1/CKt2) • Maximum capacity Trane Chiller Plant Manager/ICS The Tracer* Chiller Plant Manager Building Management System provides building automation and energy management functions through stand- alone control. The Chiller Plant Manager is capable of monitoring and controlling your entire chiller plant system. Applicatkwi software available: • Time-of-day scheduling • Duty cycle • Demand limiting • Chiller sequencing • Process control language • Boolean processing • Zone control • Reports and logs • Custom messages • Run time and maintenance • Trend log ' Totalizing • PID control loops And of course, Trane's Chiller Plant Manager Panel can be used on a stand- a\one basis or tied into a complete building automation system. Chiller plant screen from Irane's Tracer'^ Chiller Plant Manager. 11 Model Nomenclature Digit Number 123456789 Model Number Description 10 11 12 13 14 15 16 17 70-125 Tons Digits 1,2 — Unit Model RT = Rotary Chiller Digit 3 — Unit Type A = Air Cooled Digit 4 — Development Sequence A = First Sequence Digit 5,6 & 7 — Nominal Capacity 070 = 70 tons 100 = 100 tons 080 = 80 tons 110 = 110 tons 090 =i 90 tons 125 = 125 tons Digit 8 — Unit Voltage A = 200/6013 4 = 460/60/3 C = 230/60/3 5 - 575/60/3 J = 346/50/3 S - Special Digit 9 — Compressor Starter Type Y - Y-Oelta Closed Transition X = X-Line (Across the Une) S = Special 130-400 Tons Digits 1,2 — Unit Model RT = Rotary Chiller Digit 3 — Unit Type A ^ Air Cooled Digit 4 — Development Sequence A = First Sequer>ce Digit 5, 6 & 7 — Nominal CtqMcitv 130 = 130 tons 240 = 240 tons 140 = 140 tons 270 = 270 tons 155 = 155 tons 300 = 300 tons 170 = 170 tons 340 = 340 tons 186 = 185 tons 370 = 370 tons 200 = 200 tons 400 = 400 tons 215 = 215 tons Digit 8 — UnH Voltage G = 200-230/60« Dual Voltage J = 346/50/3 K = 380-415/50/3 Dual Voltage 4 = 460/60/3 5 » 575/60/3 S = Special Digit 9 — Compressor Starter Type Y = Y-Della Closed Transition X = X-Line (Across the Line) S = Special Digit 10,11 — Design Sequence AO First Sequence (Factory Input) Digit 12 — Evaporator Leaving lemperature 1 Standard 40 to 65 F 2 Low 0 to 39 F 3 Ice-Making 20 to 65 F S " Special Digit 13 — Condenser Coil Fin Material A Aluminunn B Blue Fin" Coil Prelection S Special Digit 14 — Agency Usting 0 No Agency Listing 1 UL Listing 2 = CS A. Listing Digit 15 — Control Interface C Deluxe without Communication D - Deluxe with Communication Digit 10,11 — Design Sequence EO : First Sequence (Factory Input) Digit 12 — Evaporator Leaving lemperature 1 = Standard 40 to 65 F 2 = Low 0 to 39 F 3 Ice-Making 20 to 65 F S ^ Special Digit 13 — Condenser Coil Fin Material A Aluminum B = Blue Fin" Coil Protection S Special Digit 14 — Agency Listing 0 =^ No Agency Listing 1 . UL Listing 2 C.S.A. Listing Digit 15 —- Corrtrol Interface C - Deluxe without Communication D = Deluxe with Communication Digit 16 — Chilled Water Reset 0 - No Chilled Water Reset 1 Based on Return Water Temperature 2 Based on Outside Air Temperature Digit 16 - Chilled Water Reset 0 = No Chilled Water Reset 1 = Based on Return Water Temperature 2 = Based on Outside Air Temperature Digit 17 — Miscellaneous Factory Irtstalled Options A = Architectural Louvered Panels B = Control Power Transformer 0 = Low Ambient Lockout Sensor F - Power Disconnect G = Low Ambient Operation K = Coil Protection M = Access Guard Field Installed Options Q - Spring Isolators N = Neoprene Isolators R =- Remote Display Panel 3 = 5 Year Compressor Warranty 8 == Architectural Louvered Panels 9 ^ Coil Protection 0 - Access Guard Digit 17 — Miscellaneous Factory installed Optiorts A = Architectural Louvered Panels B = Control Power Transformer C = Domestic Water Heater D = Low Ambient Lockout Sensor F = Power Disconnect G ' Low Ambient Operation K = Coil Protection M = Access Guard Field Installed Options 2 = Remote Display Panel 5 = 5 Year Compressor Warranty N = Neoprene Isolators 6 = Spring Isolators 7 - Architectural Louvered Panels J = Remote EVP 8 = Coil Protection 9 = Access Guard 12 General Data lable G-1 — General Data RTAA — 70-1251bn Size 70 80 90 100 110 125 Compressor Quantity 2 2 2 2 2 2 Nominal Size (1| (Tons) 35/35 40/40 50/40 50/50 6060 60«0 Evaporator Water Storage |Galk>ns| 39.8 37.3 34.4 32.1 63.4 46.8 (Liters) 150.6 143.1 130.2 121.5 202.11 173.4 Min. Flow (GPMI 84 96 108 120 132 150 (L/Sec) 5.3 6.1 6.8 7.6 8.3 9.5 Max. Flow (GPM) 252 288 324 360 396 450 (L/Sec) 15.9 18.2 20.4 227 25.0 28.4 Condenser Qty of Coils 4 4 4 4 4 4 Coil Length (In) 15&156 156/156 168/156 168/168 204/168 204/204 Coil Height (In) 42 42 42 42 42 42 Number of Rows 2 2 2 2 2 2 Condenser Fans Quantity (1) 4/4 4/4 5/4 5/5 5/5 bB Diameter (In) 30 30 30 30 30 30 Total Airfkjw (CFM) 71760 71750 77640 83530 87505 91480 Nominal fiPM 850 850 850 850 850 360 Tip Speed (Ft/Min) 6675 6675 6675 6675 6675 6675 Motor HP (Ea) 1.1 1.1 1.1 1.1 1.1 1.1 Min Starting/Oper Ambient (2) Std Unit (DegR 15 15 15 15 15 15 Low Ambient (DegF) -10 -10 -10 -10 -10 -10 General Unit Refrigerant HCFC-22 HCFC-22 HCFC-22 HCFC-22 HCFC-22 HCFC-22 No. of Independent Refrigerant Circuits 2 2 2 2 2 2 % Min. Load (3) 15 15 15 15 16 15 Refrigerant Charge (1) (Lb) 58/58 61/61 73/61 73/73 98/73 98/98 (Kg) 26/26 28/28 34/28 34/34 44/34 44/44 Oil Charge (1) (Gallons) 252.5 2.5/2.5 3/2.5 3/3 3/3 3/3 (Liters) 10.6/10.6 10.6/10.6 12.7/10.6 12.7/10.6 12.7/127 12.7/127 lable G-2 — General Data RTAA — 130-215 Ton Size 130 140 155 170 186 200 215 Compressor Quantity 2 2 2 2 2 2 2 Nominal Size (1) (Tons) 70/70 70/70 85/70 100/70 100/85 100/100 100/100 Evaporator Water Storage (Gallons) 49 46 73 69 62 61 100 (Liters) 184 175 277 261 234 231 378.5 Min. Flow (GPM) 156 156 186 186 222 222 258 (USecl 9.8 9.8 117 117 14.0 14.0 16.27 Max. Flow (GPM) 504 604 612 612 720 720 774 (L/Sec) 31.8 31.8 38.6 38.6 45.4 45.4 48.82 Condenser Qty of Coils 4 4 4 4 4 4 4 Coil Length lln) 214/214 214/214 240/214 240/214 240^40 240240 240/240 Coil Height llnl 42 42 42 42 42 42 42 Numtjet of ROVKS 3 3 3 3 3 3 3 Condenser Fans Quantity (1) 5/5 5/5 6/5 7/5 7/6 7/7 7/7 Diameter (Ini 30 30 30 30 30 3z 40 Total Airffcjw (CRM! 105,860 105,860 114,610 120,160 128,910 134,460 134,460 Nominal RPM 1140 1140 1140 1140 1140 1140 1140 Tip Speed (Ft*/lin) 8954 8954 8964 8954 8954 8954 8954 Motor HP (Ea) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Min Starting/Oper Ambient (2) Std Unit (DegF) 15 15 15 15 15 15 15 Low Ambient IDegF) 0 0 0 0 0 0 0 General Unit Refrigerant HCFC-22 HCFC-22 HCFC-22 HCFC-22 HCFC-22 HCFC-22 HCFC-22 No. of Independent Refrigerant Circuits 2 2 2 2 2 2 2 % Min. Load |3) 10 10 10 10 10 10 10 Refrigerant Charge (1) (Lb) 130/130 130/130 165/130 170/130 170/166 170/170 190/190 (Kg) 69/59 59/B9 75/59 77/59 77/75 77/77 86/86 Oil Charge |1) (Galkins) 7/7 7/7 8/7 8/7 B/S m (Liters) 27/27 27/27 30/27 30/27 3QW 30/30 30/30 Notes: 1. Data containing information on two circuits stwwn as follows: ckt1/ckt2 2. Minimum start-up/operating ambient based on a 5 mph wind across the condenser. 3. Percent minimum load is for total machine al 50 F ambient and 44 F LWT. not each individual circuit. 13 General Data I labia G-3 — General Data RTAA — 240-400 Ion Size 240 270 300 340 370 400 Compressor Quantity (1) 2/1 1-1/1 2/1 2/2 1-1/2 2/2 Nominal Size (1) (Tons) 70-70/100 100-70/100 100-100/100 70-70/100-100 100-70/100-100 100-100/100-100 Evaporator Water Storage IGalkms) 151 143 135 124 116 108 Water Storage (Liters) 572 523 511 470 439 407 Min. Ftow (GPMI 288 324 360 408 444 480 (USec) 18.2 20,4 227 257 2ao 303 Max. Flow (GPM) 864 972 1080 1224 1332 1440 (USec) 54.5 61 3 681 77.2 84.0 90.8 Condenser Qty of Coils (1) 4/4 2-2/4 4/4 4/4 2-2/4 4/4 Coil Length (1) llnl 214/120 240-214/120 240/120 214/240 240-214/240 240/240 Coil Height (In) 42 42 42 42 42 42 Number of Rows 3 3 3 3 3 3 Condenser Fans Quantity (1) 10/7 12/7 14/7 10/14 12/14 14/14 Diameter (In) 30 30 30 30 30 30 Total Airffciw (CFM) 173,090 187,390 201,690 240,320 254,620 268,920 Nominal RPM 1140 1140 1140 1140 1140 1140 Tip Speed (Ft/Min) 8954 8954 8954 8954 8954 8954 Motor HP (Ea) 1,5 1,5 15 1.5 1.5 1.5 Min Startino/OiDer Amt)ient (2) Std Unit (DegF) 0 0 0 0 0 0 General Unit Refrigerant No. of Independent Refrigerant Crcuits % Min. Load (3) Refrigerant Charge Oil Charge (1) (Lb) (Kg) (Galtons) (Liters) HCFC-22 2 10 260/170 11807 14/8 53.0/30.3 HCFC-22 l 10 300/170 136/77 I5« 56.8«),3 HCFC-22 2 10 340/170 154/77 16/8 60.6^.3 HCFC-22 2 10 260/340 118/154 14/16 530«0.6 Notes; 1, Data containing information on two circuits shown as follows: citll,'clcl2 2, Minimum start-up/operating amttient based or a 5 mpli wind across the condenser 3, Percent minimum load is for total machine, not each indivdual circuit HCFC-22 2 10 300/340 136/154 15/16 56.8«0.6 HCFC-22 2 10 340/340 154/154 16/16 60.6/60.6 14 Selection Procedure The chiller capacity tables presented on pages 22-31 cover the most frequently encountered leaving water temperatures. The tables reflect a 10 F (6 C) temperature drop through the evaporator. For temperature drops other than 10 F (6 C), refer to Table F-1, and apply the appropriate Performance Data Adjustment Factors. For chilled brine selections, refer to Figures F-3 and 4 for Ethylene and Propylene Glycol Adjustment Factors. To select a Trane air-cooled Series R® chiller, the following information is required: 1 Design load in tons of refrigeration 2 Design chilled water temperature drop 3 Design leaving chilled water temperature 4 Design ambient temperature Evaporator flow rates can be determined by using the following formulas: Tons X 24 GPM = Temperature Drop (Degrees R OR L/S = kW (Capacity) x .239 Temperature Drop (Degrees C) NOTE: Flow rates must fall within the limits specified in Tables G-1, G-2 and G-3 (for GPM or for l/s). Selection Example Given: Required System Load = 140 Tons Leaving Chilled Water Temperature (LCWT) = 44 F Chilled Water Temperature Drop = 10 F Design Ambient Temperature = 95 F Evaporator Fouling Factor = 0.00025 1 To calculate the required chilled water flow rate we use the formula given tielow: GPM .140Tons^x24^33gQp^ 2 From Table P-8 (RTAA Performance Data), an RTAA 140 at the given conditions will produce 141.1 tons with a compressor power input of 165.9 KW and a unit EER of 9.4. 3 To determine the evaporator pressure drop we use the flow rate (GPM) and the evaporator water pressure drop curves, Figure F-2. Entering the curve at 336 GPM, the pressure drop for a nominal 140 ton evaporator is 21 feet. 4 For selection of chilled brine units or applications where the altitude is significantly greater than sea level or the temperature drop is different than 10 F, the performance adjustment factors from Table F-1 should be applied at this point. For example: Con-ected Capacity = Capacity (unadjusted) x Glycol Capacity Adjustment Factor Corrected Flow Rate = Flow Rate (unadjusted) x Glycol Flow Rate Adjustment Factor 5 The final unit selection is: •QTY (1) RTAA 140 •Cooling Capacity = 141.1 tons • Entering/Leaving Chilled Water Temperatures = 54/44 F • Chilled Water Flow Rate = 336 GPM • Evaporator Water Pressure Drop = 21 ft. • Compressor Power Input = 165.9 KW • Unit EER = 9.4 Minimum Leaving Chilled Water Temperature Setpoint The minimum leaving chilled water temperature setpoint for water is 40 F. For those applications requiring lower setpoints, a glycol solution must be used. Contact the local Trane sales engineer for additional information. 15 Application Considerations Applicatton Considerations Certain application constraints should be considered when sizing, selecting and installing Trane air-cooled Series R" chillers. Unit and system reliability is often dependent upon property and completely comfrfying with these considerations. Where the application varies from the guidelines presented, it should be reviewed with your local Trane sales engineer. Unit Sizing Unit capacities are listed in the performance data section. Intentionally oversizing a unit to assure adequate capacity is not recommended. Erratic s^em operation and excessive compressor cycling are often a direct result of an oversized chiller. In addition, an oversized unit is usually more expensive to purchase, install, and operate. If oversizing is desired, consider using two units. Unit Placement 1 Setting The Unit A base or foundation is not required if the selected unit location is level and strong enough to support the unit's operating weight as listed in Table W-1. 2 Isolation and Sound Emission The most effective form of isolation is to locate the unit away from any sourtd-sensitive area. Structurally transmitted sound can be reduced by using spring isolators. Spring isolators are generally effective in reducing the low frequency sound generated by helical rotary compressors and, therefore, are recommended for sound sensitive installations. An acoustical engineer should always be consulted on critical applications. For maximum isolation effect, water lines and electrical conduit should also be isolated. Wall sleeves and rubber isolated piping hangers can be used to reduce the sound transmitted through water piping. To reduce the sound transmitted through electrical cornluit, use flexible electrical conduit. State and local codes on sound emissions should always be considered. Since the environment in which a sound source is located affects sound pressure, unit placement must be carefully evaluated. Sound power levels for Trane air-cooled Series R chillers are available on request. 3 Servicing Adequate clearance for evaporator and compressor servicing should be provided. Recommended minimum spiace envelopes for servicing are located in the dimensional data section and can serve as a guideline for providing adequate clearance. The minimum space envelopes also allow for control panel swing and routine maintenance requirements. Local code requirements may take precedence. 4 Unit Location a General Unobstructed flow of condenser air is essential to maintain chiller capacity and op>erating efficiency. When determining unit placement, careful consideration must be given to assuring a sufficient flow of air across the condenser heat transfer surface. Two detrimental condrtions are possible and must be avoided if optimum fjerformance is to be achieved: warm air recirculation and coil starvaticxi. Warm air recirculation occurs when discharge air from the condenser fans is recycled back to the condenser coil inlet. Coil starvation occurs when free airftow to the condenser is restricted. Both warm air reckculatkm and coil starvation cause reductions in unit efficiency and capacity because of the higher head pressures associated with them. The air-cooled Series R chiller offers an advantage over competitive equipment in these situations. Performance is minimally affected in many restricted air flow situations due to Its unique condensing coil geometry. Also, through its advanced Adaptive Control" microprocessor logic, the chiller will stay on-line where competitive chillers would shut down. Trane's unique Adaptive Control microprocessor has the ability to understand the operating environnoent of the chiller and adapt to it by first optimizing its performance and second, staying on line through abnormal conditions. For example, high ambient temperatures combined with a restricted air flow situation will generally not cause the air-cooled Series R chiller to shut down. Competitive chillers would typically shut down on a high pressure nuisance cut-out in these conditions. Debris, trash, supplies, etc. should not be allowed to accumulate in the vicinity of the air-cooled Series R chiller. Supply air movement may draw debris into the condenser coil, blocking spaces between coil fins and causing coil starvation. Special consideration should be given to km ambient units. Condenser coils and fan discharge must be kept free of snow or other obstnjctions to permit adequate airflow for satisfactory unit operation. 16 Application Considerations Provide Vertical Clearance Vertical condenser air discharge must be unobstmcted. While K is drfficult to predict the degree of warm air circulation, a unit installed as shown on the left would have its capacity and efficiency significantly reduced. Performance data is based on free air discharge, c Provide Lateral Clearance The condenser coil inlet must not be obstructed. A unit installed c\oser than the minimum recommended distance to a wall or other vertical riser may experience a combinatk>n coil starvation and warm air recirculation, resulting in unK capacity and efficiency reductions. Once again, the Adaptive Control" microprocessor will allow the chiller to stay on line, producing the maximum available capacity, even at less than recommended lateral clearances. The recommended lateral clearances are depicted in the dimensional data section. These are estimates and should be reviewed with the local Trane sales engineer at the jobsite. d Provide Sufficient Unlt-to-Unit Clearance Units should be separated from each other by a sufficient distance to prevent warm air recirculation or coil starvation. The air-cooled Series R® chiller has the k)west recommended unit-to-unit clearance in the industry, eight feet. Consult the kxal Trane sales engineer for appluations cofKeming c\ose spacing and restricted airfkms. e Walled Enclosure Installatiorts When the unit is placed in an enctosure or small depresskm, the top of the fans shoukj be no lower than the top of the enclosure or depression. If they are, conskleration shouki be given to ducting the top of the unit. Ducting individual fans, however, is not recommended. Such applications should always be reviewed with the local Trane sales engineer. 17 Applications Considerations Water Treatment Dirt, scale, products of corrosion and other foreign material will adversely affect heat transfer between the water and system components. Foreign matter in the chilled water system can also increase pressure drop and, consequently, reduce waterflow. Proper water treatment must be determined locally, dependirtg on the type of system and local water characteristics. Neither salt nor brackish water is recommended for use in Trane air cooled Series R chillers. Use of either will lead to a shortened life to an indeterminable degree. The Trane Company encourages the employment of a reputable water treatment specialist, familiar with local water conditions, to assist in this determination and in the establishment of a proper water treatment program. The capacities given in the performance data section of this catak)g are based on water with a fouling factor of .00025. For capacities at other fouling factors, see adjustment factors in Table F-1. Effect Of Altitude On Capacity Air-cooled Series R chiller capacities given in the performance data tables. Tables P-1 through P-19, are for use at sea level. At elevations substantially above sea level, the decreased air density will decrease condenser capacity and, therefore, unit capacity and efficiency. The adjustment factors in Table F-1 can be applied directly to the catatog performance data to determine the unit's adjusted performance. Ambient Umitations Trane air-cooled Series R chillers are designed for year-round applications over a range of ambients. Chillers from 70-125 tons offer operatkan for ambients from 15 to 115 F as standard, and will operate down to -10 F with the low ambient option. The larger chillers, 130-215 tons, ambient ranges from 15 to 115 F as standard, and will operate down to 0 F with low ambient fans. The 240-400 ambient ranges from 0-115 F as standard. For operation outside of these ranges contact the local Trane sales office. The minimum ambient temperatures are based on still condrtions (winds not exceeding five mph). Greater wind velocities will result in a drop in head pressure, therefore increasing the minimum starting and operating ambient temperature, Once again, the Adaptive Control" microprocessor will keep the chiller on line when high or low ambient conditions exist, making every effort to avoid nuisance trip-outs and provide the maximum allowable tonnage. Waterflow Umits The minimum waterflow rates are given in Tables G-1, G-2 and G-3. Evaporator flow rates below the tabulated values will result in laminar flow causing freeze-up problems, scaling, stratification and poor control. The maximum evaporator waterflow rate is also given in the general data section. Flow rates exceeding those listed may result in excessive tube erosion. The evaporator can withstand up to 50 p)ercent water flow reduction as long as this flow is equal or above the minimum gpm requirements. lemperature Limits 1 Leaving Water lemperature Range Trane air-cooled Series R chillers have three distinct leaving water categories: standard, low temperature, and ice making. The standard leaving water temperature range is 40 to 65 F. Low temperature machines produce leaving water temperatures between 0 F and 39 F. Since water supply temperature setpoints from 0 to 39 F result in suction temperatures at or tielow the freezing point of water, a glycol solution is required for all bw temperature machines. Ice making machines have a leaving water temperature range of 20 to 65 F. Ice making controls include dual setpoint controls and safeties for ice making and standard cooling capabilities. Consult your local Trane sales engineer for applications or selections involving low temperature or ice making machines. The maximum water temperature that can be circulated through an evaporator when the unit is not operating is 108 F. The evaporator becomes thermal stress limited at this temperature. 2 Supply Water lemperature Drop The performance data for the Trane air-cooled Series R chiller is based on a chilled water temperature drop of 10 F. Temperature drops outside this range will result in unit performance that differs from that cataloged. For performance data outside the 10 F range, see Table F-1 for adjustment factors. Chilled water temperature drops from 6 to 18 F may be used as long as minimum and maximum water temperature and minimum and maximum flow rates are not violated. Temperature drops outside 6 to 18 F are beyond the optimum range for control and may adversely affect the microcomputer's ability to maintain an acceptable supply water temperature range. Further, temperature drops of less than 6 F may result in inadequate refrigerant superheat. Sufficient superheat is always a primary concern in any direct expar^on refrigerant system and is especially important in a package chiller where the evaporator is closely coupled to the compressor When temperature drops are less than 6 F, an evaporator runaround loop may be required. 18 Application Considerations Typical Water Piping All building water piping must be flushed prior to making final connections to the chiller. To reduce heat loss and prevent condensation, insulation should be installed. Expansion tanks are also usually required so that chilled water volume changes can be accommodated. A typical piping arrangement is shown in Figure A-1. Short Water Loops The proper location of the temperature control sensor is in the supply (outlet) water. This location allows the building to act as a txjffer and assures a slowly changing return water temperature. If there is not a sufficient volume of water in the system to provide an adequate buffer, temperature control can be lost resulting in erratk; system operation and excessive compressor cycling. A short water loop (less than two galkxis/nominal ton) has the same effect as attempting to control from the building return water. Figure A-1 — Recommended Piping Components For Typical Evaporator Installation To prevent the effect of a short water loop, the following items should be given careful consideration: A storage tank or larger header pipe to increase the volume of water in the system and, therefore, reduce the rate of change of the retum water temperature. Multiple Unit Operation Whenever two or more units are used on one chilled water loop, Trane recommends that their operation tie controlled from a single control device, such as a Trane Tracer® system. Vents Valved Pressure Gauge Gate Valve Series Operation Some systems require large chilled water temperature drops (16 to 24 F). For those installations, two units with their evaporators in series are usually required. Control of the units should be from a common temperature controller to prevent the separate thermostats fighting one another and continually hunting. It is possible to control from the two individual unit controls, but a common temperature controller provides a positive method for preventing control overlap, more closely matches system load, and simplifies compressor lead-lag capability. 2 Parallel Operation Some systems require more capacity or standby capability than a single machine can provide. For those installations, two units with their evaporators in a parallel configuration are typical. The only effective way of controlling two units in parallel is with a single temperature controller. Two individual temperature controllers are not capable of providing reliable system control and will often result in unsatisfactory operation and possible compressor failure. Drain Vibration Eliminator Gale Valve (Optional) Balancing Valve 19 Performance Adjustment Factors "bbto F-1 — Performance Data Adjustment Factors Altitude Fouling Water Sea Level 2000 Feet 4000 Feet 6000 Feet Factor AT CAP GPM KW CAP GPM KW CAP GPM KW CAP GPM KW 6 0.987 1.650 0,993 0.967 1.640 1.003 0.962 1.620 1.019 0.932 1.570 1.029 8 0.993 1.250 0.997 0.973 1.240 1.007 0.956 1.220 1.026 0.935 1.200 1.036 0.00025 10 1.000 IOOO 1.000 0.980 0.99O 1.010 0.960 O.970 1.030 0.940 0.940 1.040 12 1.0O7 0.820 1.003 0.987 0.810 1.013 0.966 0.800 1.035 0.945 0.780 1.045 14 1.013 0.710 1.007 0,993 0.700 1.017 0.972 0.680 1.038 0.962 0.660 1.048 16 1.020 0.640 1.010 1.000 0.630 1.020 0.980 0.620 1.040 0.960 0.600 1.050 6 0.967 1.630 0.983 0.958 1.610 0.993 0.938 1,590 1.002 0.918 1.550 1,012 8 0.973 1.230 0,9B7 0.964 1.220 0,997 0,944 1.200 1.005 0.926 1.180 1.016 0.00075 10 0.980 0,980 0.990 0.970 0.970 1.000 0.950 0.950 1.010 0.930 0.930 1.020 12 0.987 0.800 0.993 0.975 0.800 1.003 0.955 0.780 1.015 0.934 0.770 1-026 14 0.993 0.690 0.997 0.978 0.680 1.007 0.958 0.660 1.022 0.937 0.650 1.032 16 1,000 0.620 1,000 0.980 0.610 1.010 0.960 0.600 1.030 0.940 0.590 1,040 Figure F-1 — 70-125 Ton Pressure Drop ,7 8 1,0 1,2 1,6 2 3 4 FLOW (Us) 6 6 9 10 12 15 20 25 30 40 60 Figure F-2 — 130-400 Ton Pressure Drop FLOW (Us) 30(1 WO 600 600 800 1000 2dC FLOW (GPM) 20 Performance Adjustment Factors Figure F-3 — Ethylene Glycol Performance Factors Figure F-4 — Propylene Glycol Performance Factors 10. 16. 20. 25. 30. 36. 40. 45 . 50. % ETHYLENE GLYCOL BY WEIGHT 0.98- 5 0.964 2 0.92- GPM AOJIKTMENT COMf^lSEOB ravMRADJU&rMfNl 20. 25, 30. 36. 40, 45, % PROPYLENE GLYCOL BY WEIGHT Figure F-B — Ethylene Glycol and Propylene Glycol Performance lable F-2 — Ethylene Glycol Pressure Drop Correction Factor 10 20, 25, 30. ste. 40. 45. 50. % ANTIFREEZE BY WEIGHT Water Percent Ethylene Glycol Temp. F 0 10 20 30 40 50 0 NA NA NA NA 1,50 1.60 10 NA NA NA 1.38 1.46 1.55 20 NA NA 1.26 1.34 1.42 1.51 30 NA 1.15 1.22 1.30 1.38 1.47 40 1.00 1.12 1,19 1,26 1.34 1.42 50 1.00 1.09 1,16 1.23 1.31 1.39 60 1.00 1.05 1.09 1.12 1.16 1.21 Note: Multiply pressure drop from Figure F-1 or F-2 by the appropriate tactor found in the above tat>le to detennine brine solution pressure drop. lable F-3 — Propylene Glycol Pressure Drop Correction Factor Water Percent Propylene Glycol Temp. F 0 10 20 30 40 50 0 NA NA NA NA 1.63 1.90 10 NA NA NA 1.42 1.55 1.74 20 NA NA 1.24 1.34 1.46 1.62 30 NA 1.11 1,19 1.28 1.39 1.53 40 1.00 1.07 1.15 1.23 1.33 1.45 50 1.00 1.04 1.11 1.19 1.28 1.39 60 1.00 1.00 1.03 1.08 1.13 1.20 Note: Multiply pressure drop from Figure F-1 or F-2 by the appropriate factor found in the above tabte lo determine brine sc^ution pressure drop. 21 Performance Data lable P-1 — RTAA 70 Performance Data English Enterifig Condenser Air Temperature (Degrees F) LWT 75 85 95 105 115 (Deg R Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 71.6 583 12.8 67.9 64.0 11.2 639 705 9.7 69.7 77.7 8.3 55.5 85.5 7.1 42 74.1 59.1 13.0 702 64.8 11.4 66.1 713 9.9 61.9 78.5 8.5 57.6 86.4 7.3 44 76.6 59.9 133 72,6 65.6 11.7 68.4 72.1 10.2 64.1 793 8.7 59.7 87.3 7.5 45 77.8 60.3 13.5 73,8 66.0 11.8 696 72,5 103 65.2 79.7 8.9 60.7 87.7 7.6 46 79.1 60,7 13.6 75.0 66.4 11.9 70.8 72.9 10.4 66.4 802 9.0 61.8 88.2 7.7 48 81.6 61.5 13.9 77,5 67,3 12.2 731 738 10.6 68.8 81.1 9.2 64.0 89.2 7.9 50 84.2 62.4 14.1 80.0 68,1 12.5 75.5 74.6 10.9 70.9 82.0 9.4 66.2 90.2 8.0 55 90.9 64.5 14.8 86.3 70,2 131 81.7 76.8 115 76.8 843 9.9 71.8 92.8 8.5 Notes: 1, Ratings based on sea level altitude and evapofator fouling factor of 0 00025. 2, Consutl Trane representative for performance at temperatures outside of the ranges shown, 3. kW riput ts for compressors only. 4. EER •'- Energy Efficiency Ratio (BtuAwan-fiour], Power inputs irickide rompressors, condenser (ans and control power 6 Ratings are based on an evaporator temperature drop of 10 F 6. 115 F F*erformaoce data reflects Adaptive Control Microprocessor corttrol algorithms 7. Interpolation is permitted, extrapolation is not, 8. Rated in accordance with Afll Standard 590-92 Metric Entering Condenser Air Temperature (Degrees Cl 30 LWT (DegCI kWo kWi COP kWo 36 40 45 kWi COP kWo kWi COP kWo kWi COP 6 248.7 65.8 8 263,9 67.2 10 279,5 68.7 3.3 3.5 3.6 235.7 250.4 266.5 71,6 731 74,6 2,9 31 3.2 222.3 236.6 251,0 78.1 79.6 81.2 2.6 2,7 2.8 208.4 85.2 2.2 2221 868 2.3 236.0 88 6 2.4 Notes: 1, Evaporator fouling factor is 0.00O26 per ARI Standard 550.92 2. Interpolation between points Is permissltile Extratxilation is rroi permitted, 3, kWi input ts for the compressors only. 4. CIDP - Coefficient of F^ormance, (kWorttWi), Power includes conipressors, fans and control power 5 Rated n accordance with ARI Standard 590-92 6, Ratings are t>asad on evaporator temperature drop of 56 C lable P-2 — RTAA 80 Performance Data English LWT (DegF) Entering Condenser Air Temperature (Degrees F) 75 86 95 IOS 115 Tons KW EER Tons KW EER Tons KW EER Ttjns KW EER Tons KW EER 40 42 44 45 46 48 50 55 81.9 84.8 87.7 89.2 90.7 93.7 96.8 104.8 68.5 69.7 70.8 71.4 72.0 73.2 74.6 77.7 12.7 12.9 137 13.3 13.4 137 13.9 14.5 77,7 805 83.3 84.7 86.2 89.1 92.1 99.7 75,2 763 77,5 78,1 78,7 79,9 81 1 84,3 11.1 11.3 11.B 11.7 11.8 12.0 123 12.8 73.4 76,1 787 801 81,5 84.3 87.1 94.4 82.7 838 85,0 85,6 86.2 87.4 886 91 8 9.6 99 10.1 10.2 10.3 105 10.7 113 68.9 71.4 74.0 75.3 766 79.2 81.9 88,8 91.0 92.1 93.3 939 94.5 96.7 97.0 100.2 83 8.5 8.7 8.8 8.9 9.1 9.3 98 64.3 66.6 690 703 71 5 74.0 765 83.0 100.0 101.3 102.4 103.0 103.7 104.9 106.2 109.4 7.1 7,3 7.5 76 76 7.8 8.0 8.4 Notes: 1. Ratings tiased on saa level altitude and evaporator fouling factor uf 000025, 2. Consult Trane repreaentalive for performance at temperatures outside of the ranges shown 3. kW input ts for compressors only. 4. EER - Energy Efffciency Ratk) (BtuAwatt-hour). Power inputs include compressors, crxidensef fans and control power 5. Ratings are based on an evaporator temperature drop of 10 F, 6,115 F Performance data reflects Adaptive Control Microprocessor cofttrol algorithms 7, Interpolatkxt is permitted, extrapolatkxi is not, 8 Rated in accordance with ARI Standard 680-92 Metric Entering Cx)ndef<ser Air Temperature (Degrees Cj LWT IDegO" 30 35 40 45 kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 285,4 77,6 303.4 79.7 321.9 81.9 33 3.4 35 271.2 288.4 306.2 84,3 86,4 88.6 2,9 3,0 3,1 266,4 272.8 2897 91 8 93.9 96,1 2.6 2.7 2.B 241,1 99.9 2567 102.1 2727 1043 2.2 2.3 2.4 Notes: 1, Evaporator fouling factor is 0.00025 per ABI Standard 550-92, 2, Interpolation between points is permissible. Extrapolation is nol permitted 3, kWi input is for tbe compressors only. 4, COP (Coefficient of Performance. (kW&VWi). Power includes compressors, fans itnd control fjower 5, Rated in accordance with ARI Standard 590-92 6, Ratings are based on evaporator temperature drop of 5,6 C 22 Performance Data Table P-3 — RTAA 90 Performance Data English Entering Condenser Air Temperature (Degrees F) LWT 75 85 95 105 115 (DegFl Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 93.4 81.3 12.2 88.7 88.5 10.8 83.8 96.6 9.4 78.5 105.7 8.2 73.1 116.0 7.0 42 96.6 82.7 12.5 91.8 89.8 11.0 86.7 97.9 97 81.3 107.1 8.4 75.6 117.4 7.2 44 99.8 84.1 12.7 94.9 9^2 11.3 89.6 993 9.9 84.1 108.5 8.5 78.3 118.8 7.3 45 101.4 84.8 12.8 96.4 913 11.4 91.1 100.0 10.0 855 1092 8.6 79.6 119.5 7.4 46 1031 85.6 12.9 98.0 92.6 11.5 92.6 100.7 10.1 86.9 109.9 8.7 81.0 120.2 7.5 48 106.5 87.0 13.2 101.2 94.0 11.7 956 102.1 103 89.8 1113 8.9 83.7 121.6 7.7 50 109.9 88.5 13.4 104.4 955 11.9 98.7 103.6 10.5 92.7 112.8 91 86.4 123.1 7.8 55 118.6 92.4 13.9 112.8 99.4 12.4 106.7 107.4 10.9 100.2 116.6 95 91.2 124.0 8.2 Notes: 1. Ratings based on sea (evel altitude and evaporator fcxiling factcx of 0.00025. 2. Consult Trarw representative for performance at temperatures outside of the ranges shown, 3. kW input is for compressors only. 4. EER = Energy Efftciency Ratio (Btu/watt-hour). Power inputs inclucte ccxnpressors, cxKxlenser fans and control power 5. Ratings are based on an evaporator temperature drop of 10 F. 6. 115 F Performarwe data reflects Adaptive Control Microprrcessor control algorithms. 7. Interpolation is permitted, extrapolation Is not. 8. Rated in accordance with ARI Stanciard 590-92. Metric Entering Condenser Air Temperature (Degrees C) LWT 30 35 40 45 (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 3252 344.9 3651 91.1 93.7 96.3 3.2 33 3.4 308.8 98.4 2.9 291.6 106.7 2.5 327.6 101.0 3.0 309.5 109i 2.6 347.1 103.6 3.1 328.0 111.9 2.7 273.7 290.7 308.2 115.9 118.4 121.0 2.2 2.3 2.4 Notes: 1. Evaporator fouling factor is 0.00025 per ARI Standard 550-92 2. Interpolation between points is permissitile. Extrapolation is not permitted. 3. kWi input is for the compressors only, 4. COP " CoefTicient of Performance, (kWo/kWi), Power inckjdes compressors, fans and control power. 5. Rated in accordance wth ARI Standard 590-92. 6. Ratings are based on evaporator temperature drop of 5.6 C, lable P-4 — RTAA 100 Performance Data English Entering Condenser Air Temperature (Degrees R LWT (DegFl 75 85 95 105 115 LWT (DegFl Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 103.9 93.8 11.9 98.8 101.3 10.6 933 110.1 93 87.4 120.1 8.0 81.1 131.5 6.9 42 107.4 953 12.1 1021 102.8 10.8 96.4 111.6 94 903 121.6 8.2 83.9 133.1 7.0 44 110.9 97.0 12.3 105.4 104.4 11.0 99.5 113.1 96 93.3 123.2 8.4 86.8 134.7 7.2 45 112.7 97.8 12.4 107.1 1052 11.1 101.1 113.9 97 94.8 124.0 8.4 88.2 135.5 73 46 114.5 98.6 12.5 108.8 106.0 11.2 102.8 114.8 9.8 96.4 124.8 8.5 86.7 136.3 7.3 48 118.1 1003 127 112.3 107.7 11.4 106.1 116.4 10.0 99.5 126.5 8.7 92.6 137.9 7.5 50 121.8 102.1 12.9 115.8 109.4 11.5 109.4 118.1 10.2 102.6 1282 8.9 95.5 139.6 7.6 55 131.3 106.6 13.4 124.9 113.9 12.0 118.0 122.5 10.6 110.7 132.5 93 98.6 138.2 8.0 1. Ratings based on sea level altitude and evaporator fouling factor of 0.00025. 2. Consult Trane representative for performance at temperatures outskle of the ranges shown. 3. kW mput is for compressors onty. 4. EER = Energy Eff iciency Ratio (BtiVwatt-hour). Power inputs include compressors, condenser fans and control power. 5. Ratings are based cxi an evaporator temperature drop of 10 F. 6.115 F Performance data reflects Adaptive Control Microprocessor control algorithms. 7, Interpolation is permitted, extrapolation is not. 8. Rated in accordance witti ARI Standard 590-92. Metric LWT (DegCI Entering Condenser Air Temperature (Degrees C) LWT (DegCI 30 35 40 45 LWT (DegCI kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 361.6 1043 31 343.3 112.2 2.8 323.9 121.3 25 303.6 131.4 21 8 382.9 107.2 3.2 363.8 1151 2.9 343.3 124.1 2.5 3153 134.3 2.2 10 404.9 1103 33 384.6 118.1 3.0 363.1 127.2 2.6 340.8 1373 2.3 Notes: 1. Evaporator fouling factor is 0.00025 per ARI Standard 550-92. 2. Interpolation between points is permissible. Extrapolation is not permitted. 3. kWi input is for the ccxnpressors only. 4, COP = Coefficient of Performance. (kWoflcWi). Power includes compressors, fans and control power. 5, Rated in accordance with ARI Standard 590-92. 6, Ratings are tMsed on evaporator temperature drop of 5.6 C. 23 Performance Data "bbie P-5 — RTAA 110 PerformarKe DaU English Entering Condenser Air Temperature (Degrees F| LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 112.0 102.0 11.9 106.5 110.2 10.5 100.6 119.8 3.2 94.3 103.8 ao 87.6 143.2 6.8 42 115.7 103.7 121 110.0 111.9 10.7 1039 1215 9.4 97.4 132.4 8.2 90.6 144.9 7.0 44 119.5 105.5 12.3 113.6 113,6 10,9 107.3 123.2 9.6 100.7 134.2 8.3 936 146.6 7.2 45 121.4 1063 124 115.4 114.5 110 1091 124.0 9.7 1023 135.0 8.4 95.2 147.5 7.2 46 123.3 107.2 12.5 117,3 115,4 11,1 110.8 124.9 9.8 103.9 135.9 8.5 96.7 148.4 7.3 48 127.2 109.1 12.7 121.0 117.2 113 114.3 126.7 10.0 1073 137.7 8.7 99.9 1502 7.5 50 131.1 111.0 12.9 124.7 119,0 115 117.9 128.6 10.2 110.7 139.5 8.8 100.3 1485 7.6 55 141.3 115.9 13.3 134.4 123.9 12,0 127,1 1333 10.6 119.3 1443 9.2 104.2 147.2 7.9 r4otes: 1. Ratkigs based on sea level altitude arKl evaporator fouling factor of 0.(X)O25, 2. Consult Trane representative for performance at temperatures outside of the ranges siiown 3. kW input is for compressors only, 4. EER = Energy Effkaerrev Ratk) (Btu/watt-hour), Power inputs include compressors, condenser fans and control power, 5. Ratings are based on an evaporator temperature drop of 1D F 6. 115 F Performance data reflects Adaptive Control Microprocessoi corUrol atgorithrns 7. Interpolatkxi is permitted, extrapolatkxi is not. 8 Rated in accordance with ARI Standard 590-92 Metric Entering Condenser Air Temperature (Degrees C) LWT 30 35 40 45 (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 389.6 113.5 8 412.7 116.7 10 436.1 120.0 31 3,2 3.3 370,1 122.1 392,0 125.3 414.5 128.6 2.8 2,9 30 349.5 132.0 370,1 135.2 391 7 1 38.4 2.5 2 5 2.6 327,6 1 43.1 2.1 347,4 146.3 2.2 360.0 146.7 2.3 Notes: 1. Evaporator fouling factor is 0,(X)026 per ARI Standard 650-92. 2. (ntefpotation between points is permissible Exttapolatior ts nol pemiitted 3. kWi input is for the compressors onty. 4. COP = Coefficient of Performance, (kWaVWtl. Power indudes cuntpressors. fans and control power 5. Rated In accordance with ARI Standard 590.92 6. Ratings are based on evaporator temperature drop of 5,6 C table P-6 — RTAA 125 Performance Data English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 124.1 112.5 12.0 117.9 121.4 10.7 111.2 131.7 9.4 104.0 14a6 8.1 96.5 157.0 6.9 42 1283 1145 12.2 121.8 1233 10.9 114.9 133.6 9.5 107.5 145.5 8,3 99.8 158.9 7.1 44 132.4 116.5 125 125.8 125.3 11.1 118.6 135.6 9.7 111.1 147.5 8.4 103.2 160.9 7.2 45 134.6 117.5 12.5 127.8 1263 11.2 120.6 136.6 9,8 112.9 148.5 8.5 104.9 161.9 7.3 46 136.7 118.5 12.6 129.8 1273 113 122.5 137.6 9.9 1147 149.5 8.6 106.6 163.0 7.4 48 141.0 120.6 12.8 133.9 129.4 11,5 126.4 139.6 101 118.4 151.5 8.8 106.4 160.1 7.5 50 145.4 122.8 13.0 138.1 131.5 11,6 130.3 141,8 103 122.2 163.6 8.9 107.6 159.0 7.6 55 156.8 128.4 135 148.9 137,1 12.1 1405 147,2 10.7 131.7 159.0 93 108.6 1523 8.0 Notes: 1. Ratings based on sea level altilude and evaporator fouling faclur of 0.00025. 2. Consuh Trane representative for performance at temperatures outside of the ranges shown 3. kW input is for ccxnpressors cxily. 4. EER = Energy Efficiency Ratio (Btu'watl-hcxirt. Power inputs include compressors, condetiser fans and control pcwer, 5. Ratirigs are based on an evaporator temperature cJrop of 10 F. 6. 115 F Pferformarwe ciala reflects AcJ^ive Ccxitrot Microprocessor control algorithms. 7. Interpolaticxi is peroutted, extrapolation is not 8. Rated in accordance with ARI Standard 590-9? Metric LWT (DegCI Entering ContJenser Air Temperature (De grees C) LWT (DegCI 30 35 40 45 LWT (DegCI kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 431.4 1251 3.2 409.2 134.4 2.8 385.6 1451 2.5 3612 157.0 2.2 8 456.7 1287 3.3 433.4 138 0 2,9 408.6 148.7 26 380.9 159.9 2.2 10 482.8 132.5 3.4 458.1 141 8 3 0 432.5 152.4 2,7 388 6 157.9 23 Notes: 1. Evaporator fouling factor is 0,00025 per ARI Standaid 550 92. 2. Interpolation between points is permisabte. Extrapolation is not peimitted 3. kWi input is for the compressors only. 4. COP ^ Coefficient of Performance, (kWoA:Wi), Power includes comoressors, fans and coniroi power 5. Rated in accordance with ARI Standard 590-92. 6. Ratings are tfflsed on evaporatcK temperature drop of 6 C 24 Performance Data "bble P-7 — RTAA 130 Performance Data Entering Condenser Air Temperature (Degrees F) 1. Ratings based on sea level altitude and evapCM-ator fouling factor of 0.00025. 2. Consult Trane representative for performance at temperatures outside of the ranges shown. 3. kW input is for compressors cxily. A. EER = Energy EffiderKy Ratio (Btu/watt-hour). Power inputs include compressors, cor>denser fans and ctxitrol power. 5. Ratings are based on an evaporator temperature drop of 10 F. 6. n 5 F Performance data reflects Adaptive Control Microprtx»ssor control atgorithms. 7. Interpc^ation is permitted, extrapolation is not. 8. Rated in accordarKe with ARI Standard 550-92. Metric LWT (DegQ Entering Condenser Air Temperature (Deg ees C| LWT (DegQ 30 35 40 45 LWT (DegQ kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 475.5 138.8 31 4506 152.0 2.7 4246 167.0 2.4 397.6 183.6 2.0 8 505.3 142.8 32 478.9 156.1 2.8 451.5 171.2 2.5 422.7 187.9 21 10 535.9 146.9 3.3 508.1 160.4 2.9 478.9 175.7 2.5 448.7 192.5 22 Notes. 1. Evaporator fcxjiing factor is 0.00025 per AH) Standard 550-92. 2. Interpolation between points is permissible. Extrapolation is not permitted. 3. kWi input is for the compresscxs only, 4. COP = Coeffeient of Performance, (kWoAWi). Power includes compressors, fans and control power. 5. Rated in accordance with ARI Standard 550-92. 6. Ratings are based on evaporator temperature drop of 5.6 C, table P-8 — RTAA 140 Performance Data Entering Condenser Air Temperature (Degrees R Notes: 1. Ratings based on sea level attitucie and evaporator fouling factor of 0.00025. 2. Consult Trar^e representative fex performance at temperatures cxrtside of the rar>ges shown, 3. kW input is for compressors onty. 4. EER = Energy Effciency Ratio (Btu/watt-hour). Power inputs include cxKnpressors, condenser fans and control power 5. Ratings are based or\ an evaporator temperature drop of 10 F 6. 115 F Performarwe data reflects Adaptive Ctxitrol Microprcxessor control algorithms. 7. Interpolaticxi Is permitted, extrapcjlation is not. 8. Rated in accordance with ARI Standard 550-92. Metric Entering Condenser Air Temperature (De; jrees Q LWT 30 35 40 45 (Deg Q kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 513.7 150.2 3.1 486.2 164.4 2.7 457.8 1806 2.4 428.3 198.4 2.0 8 545.3 154.5 32 516.4 169.0 2.8 486.2 1853 2.5 454.8 203.3 21 10 577.8 159.2 3.4 547.4 173.7 2.9 515.5 190.2 2.5 457.6 1931 2.2 ivtotes: 1. Evaporator fooling factor is 0.00025 per AHI StarKlard 550-92, 2. Inteipolafiofi between points is permissible. Extrapolation is not permitted, 3. kWi input is lor the compressors only. 4. COP - Coefficient of Performance. (kWo/kWi), Power indudes compressors, fans and control power. 5. Rated in accordance with ARI Standard 550-92. 6. Retires are tiased on evaporator temperature drop of 5.6 C, English LWT (Deg F| 75 85 95 105 115 LWT (Deg F| Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 136.8 121.8 12.1 129.6 134.4 10.5 122.1 149.0 9.0 114.2 165.5 7.7 106.1 184.1 6.5 42 141.6 123.9 123 134.2 136.5 10.7 126.4 151.1 9.2 118.3 167.7 7.8 109.8 186.4 6.6 44 146.5 125.9 12.6 138.8 138.7 10.9 130.8 153.4 94 122.4 170.0 ao 113.7 188.B 6.8 45 148.9 127.0 12.7 141.2 139.8 11.1 133.1 154.5 95 124.5 1712 8.1 115.7 190.0 6.8 46 151.4 128.0 12.8 143.6 140.9 11.2 135.3 1556 96 1267 172.4 8.2 117.6 191.2 6.9 48 156.5 130.2 13.0 148.4 143.1 11.4 139.9 158.0 98 130.9 174.8 8.4 121.6 193.7 7.1 50 161.6 132.5 133 1533 145.5 11.6 144.5 160.4 10.0 1353 177.4 85 125.7 196.3 72 55 174.9 1383 13.8 166.0 151.5 12.1 156.5 166.7 10.4 146.5 183.9 8.9 127.5 184.9 7.7 Notes: English LWT (Deg F| 75 85 95 105 115 LWT (Deg F| Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 148.0 131.7 12.2 140.1 145.3 10.6 131.8 161.1 9.1 123.2 178.9 7.7 114.3 198.9 6.5 42 153.1 133.9 12.4 145.0 147.6 10.8 136.4 163.4 9.3 127.6 181.4 7.9 118.3 201.4 6.6 44 158.3 1362 12.7 149.9 150.0 11.0 141.1 165.9 9.4 131.9 183.9 8.0 122.4 204.0 6.8 45 160.9 1373 12.8 152.4 151.2 11.1 143.5 167.2 9.5 134.2 1852 8.1 1245 205.4 6.8 46 163.6 138.5 12.9 155.0 152.4 11.2 145.9 168.4 9.6 136.4 186.5 8.2 126.5 206.8 6.9 48 169.0 140.9 13.1 160.1 156.0 11.4 1503 171.0 9.8 141.0 1892 8.4 130,8 209.6 7.1 50 174.5 143.4 13.3 165.3 157.5 11.6 155.7 173.7 10.0 145.6 192.0 8.5 126.3 193.4 7.3 55 188.6 149.9 13.8 178.8 1643 12.1 168.4 180.8 10.4 157.4 1993 6.9 128.6 182.6 7.9 25 Performance Data I 'bw* P-9 — RTAA 155 Performance Data English Entering Condenser Air Temperattire (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 155.0 140.3 12.0 147.2 155.2 10.4 139.0 1720 8.9 130.6 190.9 7.6 121.5 211.9 6.5 42 160.7 142.7 122 152.7 157.6 10.6 144.2 1746 91 1353 193.5 7.8 126.0 214.6 6.6 44 1665 145.2 12.5 15a3 160.2 10.9 149.5 1772 9.4 140.3 196.2 80 130.6 2173 68 45 169.5 146.4 12.6 161.1 161,5 11.0 1521 178.5 9.5 142.7 197.5 8.1 132.9 218.7 6.8 46 172.5 147.7 12.7 1639 162.8 11.1 154.8 179.9 9.6 145.3 199.0 8.2 133.0 215.4 7.0 48 nas 150.2 13.0 1697 165,4 113 160.3 182,6 9.8 150.4 201.8 83 134.0 210.7 7,2 50 184.6 152.8 13.2 175.5 168.1 11.5 165.8 185,4 9.9 155.6 204.7 8.5 134.9 205.9 7.4 55 200.4 1596 13.8 190.6 175.2 12.0 180.1 192,8 104 168.9 212.4 8.9 138.4 196.9 7.9 Notes: 1. Ratings based on sea levd altitude af\d evaporator fouling factor of 0.00025. 2. Consult Trane represwitative for performance at temperatures outside of the ran^s shown. 3. kW input is for compreraor^ onty. 4. EER = Energy Stfiaency Ratio (Btu/watt-hour). Power inputs intlurfe compressors condenser lans and ccxitrol power 5. Ratings are based on an evaporator temperature cirop of 10 F. 6.115 F RBrformafKe data reflects Adaptive Control Microprocessor control algorithms 7. Interpolation is permitted, extrapolation is not. 8. Hated in accordance with ARI Standard 550-92. Metric Entering Condenser Air Temperature (Degrees C) LWT 30 35 40 45 (DegQ kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 541.7 577.1 613.6 160.3 166.0 169.9 3.1 32 3.3 5145 175.6 27 485.9 192.7 2.3 548.1 180.4 2.8 517.8 197.6 2.4 582.9 185.4 2.9 5507 202.8 2.5 4561 477,6 488.9 211.5 211.5 205.6 20 2,1 2.2 Notes: 1 Evaporator foullnfl lector is 0.00026 per ARI Standard 650-92 2, Interpolatktn between points is permissible. Extrapolation is not permitted. 3, kWi input is for the compressors only, 4, COP = Coefficient of Performance. (kWo/kWi), Power includes compressors, fans and contro! power, 5, Rated in accordance with ARI Standard 5SO-92 6, Ratings are t»sed on evapcxator temperature drop ol 5,6 C, lable P-10 — RTAA 170 Performance Data English Entering Corxter^ser Air Temperature (Degrees F| LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 171.1 159.3 11.7 162.5 1750 102 153.6 193,1 8.8 144.6 213.5 7.6 130.7 226.8 6.5 42 177.0 162.2 11.9 168.1 178.0 10.4 159.0 196.1 9.0 149.7 216.7 7.7 1335 226.2 6.6 44 183.0 165.2 12.1 173.8 181.0 10,6 164.5 199.3 9.2 154.9 220.0 7.9 136.2 2255 6.8 45 186.1 166.7 12.2 176.7 182.6 10.7 167.2 200.9 9.3 157.5 221.6 8.0 137.0 223.8 6.9 46 189.1 168.2 12.3 179.7 184.1 10.8 170.0 202.5 9.3 160.1 223.3 8.0 137.9 222.1 7,0 48 1953 171.3 12.5 185.6 187.4 11.0 175.6 205.8 9.5 165.4 226.7 8.2 138.6 216.8 72 50 201.7 174.4 12.7 191,6 190.6 11.1 181.4 209.2 9.7 170.9 230.2 8.3 140.2 213.4 7,4 55 217.9 182.6 131 207.1 199.1 11.6 196.1 218.0 10.1 184.8 239.4 8.7 143,1 202.2 79 Notes: 1. P.atir>gs based on sea level altitude and evaporator fouling factor of 0,00025. 2. Consult Trane representative for performance at temperatures outsitie of the ranges shown, 3. kW input is for compressors only. 4. EER = Energy Effkwncy Retk} (Btu/watt-hourf. Power Inputs include compressors, condenser fans and control power 5. Ratings are based on an evaporator temperature drop of 10 F, 6. 115 F Performance data reflects Adaptive Control Micrtjprocessor control algorlthmfi 7. Interpolation is permrtted, extrapoletion is not, 8 Rated in accordance with ARI Standard 550-92 Metric Entering Condenser Air Temperature IDegrees C) LWT 30 35 40 45 (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 595.8 181.0 8 632.5 186.6 10 670.1 192.4 3.0 31 3.2 566.8 197,4 6017 203 2 637.8 2092 2.7 3.7 2.8 537 0 216.0 5701 221,9 604.6 228.1 2.3 2.4 2.5 485.3 224 3 2.0 501,6 221,6 2,1 514.5 216.8 22 Notes: 1 Evaporator fouling factor is 0.00025 per ARI Standard 550 32 2, Interpolatkm between points is permissible. ExtrapolBtion is not permitted, 3, kWi input is for the compressors only, 4, COP = Coeffeient of Performance. ftWOItWi), Power includes compressors, lans and control power 5 Rated in accordance with ARI Standard 550-92, 6, Ratings are t>ased on evaporator temcierature drop of 5,6 C 26 Performance Data lable P-11 — RTAA 185 Performance Data English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 178.7 168.5 11.5 170.1 1853 10.1 161J 204.5 8.7 152.3 226.0 7.5 137.0 237.6 65 42 1851 171.5 11.8 176.3 18a4 1Q.3 167.2 207,8 8.9 157.8 229.4 7.7 139.7 235.9 6,6 44 191.7 174.6 12.0 182.6 191.7 10.5 173.2 211.0 9.1 1635 232J8 7.8 142.6 234.6 6.8 46 1950 176.2 121 185.8 193.3 10.6 176.2 212,7 9.2 166.4 234.5 7.9 144.6 235.0 6.9 46 198.4 177.8 12.2 189.0 195.0 10.7 1793 214,4 9.3 169.2 236.3 8.0 146.1 2343 7.0 48 2052 181.0 12.4 1955 1983 10.9 185.4 217.9 9.5 1751 239.8 8.2 148.8 232.6 7.1 50 2121 184.3 12.6 202.1 201.7 11.1 191.7 221.4 96 181.0 243.5 8.3 149.5 226.7 7.4 55 229.8 192.9 131 219.1 210.6 11.5 207.9 230.5 10.1 196.4 253.1 8.7 152.8 215.3 7.9 Notes: 1. Ratings based on sea level altiCude and evapcxatcx fouling factor of 0.0002B. 2. ConsufT Trane representative for performanc:e at temperatures outside of The ranges shown. 3. VW input is fex compressors onty. 4. EER = Energy Efficiency Ratio (Btu/watt-hour). Power inputs irwlude ccxnpressors, cof>denser fans and control power. 5. Ratings are based on an evaporator temperature drop of 10 F. 6. 115 F Performance data reflects Adaptive Contro) Microprocessor control afporilhms. 7. Interpolation is permitted, extrapolation is not. 8. Rated in accordance with ARI Standard 550-92. Metric Entering Condenser Air Temperature (Degrees C) LWT 30 35 40 45 (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 6255 665.7 706.9 191.7 197.6 2036 3.0 3.1 32 596.3 209.1 26 566.2 228.6 23 634.7 2151 2.7 602.6 234.8 2.4 674.0 221.4 2.8 640.2 2413 2.5 508.S 532.3 547.8 234.5 234.6 230.1 20 21 2.2 Notes: 1. Evaporator fcxiling factor is 0.Q00Z5 per ARI Standard 550-92, 2. Interpolation between porms is perm'isable. ExtrapotaticTn is not permftted. 3. kWi input is for the compressors only. 4. COP = Coefficient of Performance. (kWo/kWt). Power includes compressors, fans and control power. 5. Rated in accordance with ARI Standard 550-92. 6. Ratings are based oo evaporator temperature drop of 5.6 C. mm "Mile P-12 — RTAA 200 Pefformance Data English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 194.8 187.2 113 185.4 205.0 10.0 176.0 225.2 8.7 166.5 248.4 75 148.7 257.2 6.5 42 201,5 190,7 11.5 191.8 208.6 10,1 182.1 229.0 8.8 172.3 252,2 7.7 149.7 252,4 6,7 44 208,3 1943 11.7 198.3 212.2 103 188.3 232S 9.0 178,2 256.2 7.8 150.6 247.2 6,8 46 211,8 196.2 11.8 201.6 214.2 10.4 191.4 234.8 9.1 181,2 268,2 7.9 151.0 244.4 6,9 46 2153 198.0 11.9 204.9 216.0 10.6 194.6 236.8 9.2 184.2 260,2 7.9 151.4 241.6 7,0 48 222,3 201 £ 12.1 211.6 219B 10.7 201.0 240.8 93 190.3 264,4 8.1 153.3 238.0 7,2 50 229,4 205.6 123 218.5 223.8 10.8 207.5 244.8 9.5 196.6 268.6 8.2 1551 234.4 7.4 55 247,7 216.6 12.7 2359 234.2 11.2 2243 255.4 9,8 212.6 279.6 8.6 158.6 222.6 7.9 Notes: 1. Ratings based on sea level altitucJe and evaporator fouling factor of 0.00025. 2. Ccjnsutt Trane representative for performarv^e at ienr\peratures outsk^ of the ranges shovm. 3. kW inptrt is for ccxnpressors only. 4. EER = Energy Efficiency Ratio (Btu/watt-hour). Power inputs include compressors, corxlenser fans arxl ccyitrol pcjwer. 5. Ratings are based on an evaporator temperature drop of 10 F. 6. 115 F Performance data reflec:ts Adaptive Control Micropnxessor control algcxithms. 7. Interpolation is permitted, extrapolation is not. 8. Rated in accordance with ARI Standard 550-92 Metric Entering Condenser Air Temperature (Degrees C) LWT 30 35 40 45 (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 680.1 721.5 764.4 212.1 218.8 225.9 3.0 3.0 3.1 649.0 230,5 2.6 617.6 251.5 2.3 688.7 237.6 2.7 655.6 258.7 2.4 729.6 244.8 2.8 695.1 266.2 2.4 544,9 557,3 574,5 251,0 244,9 241,2 2.0 2.1 2.2 Notes: 1. Evaporator fciuling factor is 0.00025 per ARI Standard 560-92. 2. Interpolation between points is permissible. Extrapolation is not permrtted, 3. kWi input is for the compressors only. 4. COP = Coefficient of PerformarKe, (kWcAWi). Power incKxles compressors, fans and control power, 5. Rated in accordance with ARI Standard 550-92. 6. Ratings are based on evaptjralor temperature drop of 5.6 C. 27 Performance Data table P-13 — RTAA 215 Performance Data English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EEB Tons KW EER 40 201.6 190.7 11.5 191.6 208.4 10,1 181.6 228.8 8.8 171.7 251 £ 7.6 149.B 253.8 6.6 42 208.4 194.4 11.7 198.1 212-2 10.3 187.9 232.6 9,0 177.6 255.8 7.8 150.7 248.6 6.8 44 215.4 198.1 11.9 204.8 216.0 10,5 194.3 236.6 9.1 183.7 259.8 7.9 151.6 243.2 7.0 45 219.0 200.0 12.0 208.2 218.0 10,6 197.5 238.6 9.2 186.8 262.0 8.0 1531 242.6 7.1 46 222.6 202.0 121 211.7 219,8 10,7 200.8 240.6 9.3 189.9 264.0 8.1 1535 239.8 72 48 229.8 205.8 123 218.6 2240 10.8 207.4 244.8 95 1962 268.4 8.2 154,1 233.8 74 SO 237.1 209.8 12.4 2256 228.0 11.0 214.1 249.0 9.6 202,6 272.8 8.4 157.1 232.2 7.5 55 255.9 2202 12.9 243.6 238,6 11.4 231.3 259.8 10.0 2191 284.0 8.7 159.2 217.6 8.1 Hales: 1. Ratings based on sea level attitude and evaporator fouling factor of 0.00025. 2. Corwutt Trane representativfl for performance at temperatures outstcJe of ihe rat^ges shown, 3. kW input is ftjr compressors only. 4. EER = Energy EfficiencY Ratio (BtuAwatt-hourl. Power inputs include compressors, condenser fans and cwitrol power. 5. Ratings are based on an evaporator temperature drop of 10 F 6. 115 F Perf<?rrTiar>ce date reflects Adaptive Control Micropfocessof control algor^ihrns 7 Interpolation is permitted, extrapolation is not, B. Rated in accordance with ARI Standard 550-92. Metric LWT (Deg a Entering Condenser Air Temperature (Degrees C) LWT (Deg a 30 35 40 45 LWT (Deg a kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 7023 215.8 3.0 669.7 234,2 27 636.7 255.1 23 561.5 248.6 2.1 8 745.3 222.7 31 7106 241,4 2.7 676.0 262,5 2.4 566.6 243.9 2.2 10 789.2 230,1 3-2 752.8 249,0 2,8 716.4 270,4 2.5 584.4 240.3 2.3 Notes: 1. EvBpormof fouling factor is 0.00025 per AHI Slandard 550-92 2. Interpolation between points is permissible, E^irapolairor) ts noi permiiied 3. kWi input is for tf« compressors only. 4. COP = Coefficient of Performance, (kWs/kWii, Power includes corripressors, fans and control power, 6, Rated in accordance with ABI Standard SBC-92. 6. F^ii>gs are based on evaporator temperature drop of 5,6 C 'foble P-14 — RTAA 240 Performance OMa English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 76 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 235.7 219.5 11,6 224.0 242.0 10.1 212.0 267,3 8 7 199,5 297.3 75 184.0 324.4 6.4 42 244.4 223.5 11.9 232.3 246.1 103 219.7 272.1 8.3 206,8 301.6 7.7 188,5 324.4 65 44 253.5 227.7 12.1 240.9 250.4 10.6 2278 276.6 91 214.4 306.2 7.8 193,0 324,4 6.7 45 257.8 229.7 12.2 246.0 252.6 10.7 231,7 278.8 92 218.1 308.4 7.9 195.3 324.3 6.8 46 262.1 231.8 12.3 249.1 254.6 10.8 235,6 280.9 9.3 221.7 310.7 8.0 197.5 324.4 6.8 48 270.9 235.9 12.5 257.4 258,9 11.0 243,6 285.4 9.5 2292 315.4 8,1 201.5 322.7 7.0 50 279.7 240,1 12.7 266.9 263.3 11.1 251,6 289.9 9,7 236.8 320.0 8.3 203.5 316.9 7.2 55 302.6 251.2 13.2 287.8 274.7 11.6 272,4 301.8 10,1 256.5 332.4 8.7 208.5 302.3 7,7 ^k5les: 1. Ratings basad on sea level attitucie and evaporator fouling factor of 0.00025. 2. Corisult Trane representative for performance at temperatures cxjtside of the ranges shown. 3. kW Inpul is for compresscxs only, 4. CER = Energy Effciency fUtio (6tuV«att-hour}. Pov^r inputs mciude compressors condenser fans and control power 5. Ratings at* based on an evaporator temperature drop of 10 F, 6. T15 F PerfoffDanc* data reflects Adaptive Control Microprocessor cofiiiol aigoriihms. 7 interpolation is permitted, extrapolatnn is no\. 8, Rated in accordance wth ARI Standard 550-92 Metric Entering Condenser Air Temperature (Degrees C) LWT 30 35 40 45 (DegQ kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 824,4 876,9 929.9 250.4 258.1 2659 30 3.1 32 7838 273,9 2,6 742.4 300.5 2,3 834.0 281,8 2,7 789,7 308.7 2.4 884.6 289.9 2.8 837.8 317 0 2.5 682.8 7147 738.9 320.2 321.6 317.5 20 2.1 2.2 Notes: t. Evaporator fouling factor is 0,00025 per ARI Standard 550 92 2. Inlerpotetion between points is permissible. Exirapoiat'on ts not per milled. 3. kWi input is for tbe compressors only. 4. COP " Coefficient of PerfcKmance, (kWa'VWil. Power includes compressors, fans af>d contrtjl power 5. Rated in accordance with ARI Standard 550-92, 6. Ratings are based on evaporator temperature drop 5.6 C 28 Performance Data lable P-15 — RTAA 270 Performance Data English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 261.6 247.6 11.5 248,9 272.2 10.0 236.1 300.3 8.7 223.0 332.3 7.5 206.7 362.1 6.4 42 270.9 252.2 11.7 257,8 276.9 10.2 244.5 305.2 8.9 230.9 337.4 7.6 211.9 362.8 6.6 44 280.7 257.0 11.9 267.0 281.7 10.4 2532 310.2 9.1 2391 342.6 7.8 2134 355.7 6.7 45 285.4 259.3 12.0 271.5 284.2 10.5 257.4 312.8 9.1 243.1 3451 7.9 2141 352.1 6.8 46 290.1 261.7 121 276.1 286.6 10.6 261.8 315.2 92 247.2 3478 8.0 214.8 3483 6.9 48 299.7 266.5 12.3 285.2 291.6 10.8 270.5 320.4 9.4 2555 353.0 8.1 216.1 340.6 7.1 50 309.5 271.4 12.5 294.5 296.6 11.0 279.4 325.7 as 263.9 358.5 8.3 219.2 336.5 73 55 334.5 284.2 12.9 318.5 309.9 11.4 302.2 339.4 9.9 285.6 372,8 8.6 224.5 320.6 7S Notes: 1. Ratings based on sea level altitude and evaporator fouling fac:tor of 0.00025. 2. Consirft Trane representative for performance at temperatures outside of tbe ranges shown. 3. kW input is for compressors only. 4. EER = Ertergy Efficiency Ratio (Btu/watt-hcxir). Power inputs include ccxnpressors, condenser fans and control power. 5. Ratings are based on an evaporator temperature drop of 10 F. 6. 115 F PerfcnmarKM data reflects Adaptive Control Mcroprocessor control algorithms. 7. Interpolation is permitted, extrapolation is not. 8. Rated in accordance with ARI Standard 550-92. Metric Entering Condenser Air Temperature (Degrees Q LWT 30 35 40 45 (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 914.6 972.1 1030,1 281.6 290.6 299.6 3.0 3.1 32 871.9 307.2 2.6 828.2 336.2 2.3 926,6 3163 2.7 880.1 345.6 2.4 982.4 325,7 2,8 933.3 3552 2.5 762.4 779.9 802.1 355.9 347.2 340.9 2.0 2.1 2.2 Notes, 1. Evaporator fouling faaor is 0.OO025 per ARI Standard 550-92. 2. Interpolation between points is permissible. Extrapolation is not permitted. 3. kWi Input is for the compressors only. 4. COP = Coefficient of Performance, (kWo/kWi). Power includes compressors, fans arxl control power. 5. Rated in accordance with ARI Standard 550-92. 6. Ratings are based on evapcKator temperature drop of 5,B C lable P-16 — RTAA 300 Performance Data English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 287.1 276.5 11.3 273.6 303.1 99 260.0 333.6 8.6 2463 368.2 7.5 222.7 387,2 6,5 42 297.1 281.6 11.5 283.0 308.2 10.1 268.9 339.1 8.8 254.8 373.7 7.6 2248 381,2 6,6 44 307.4 287.0 11.7 292.9 313.9 103 278.2 344.6 9.0 263.5 379.7 7.8 226.4 373,7 6,8 45 312.5 289.6 11.8 297.7 316.6 10.4 282.9 347.5 9.0 268.0 382.7 7.8 227.1 369,8 6.9 46 317.7 292.4 11.9 302.7 319.4 10.4 287.6 350.5 91 272.4 385.7 7.9 228.9 367,9 7.0 48 328.1 297.9 121 312.6 325.1 10.6 297.1 356.3 93 281.5 391.7 8.1 231.3 361,8 7.1 50 338.7 303.5 12.2 322.8 330.8 10.8 306.8 362.3 9.4 290.7 398.0 8.2 232.4 353,1 7.3 55 3659 318J2 12.7 348.8 346.1 11.2 331.7 377.9 9.8 3145 4142 8.5 238.7 337,5 7.9 Notes: 1 • Ratings based on sea level ^itude and evapcHator fouling factcx of 0.00025. 2. Ccxisult Trane representative fcK performance at temperatures (xitside of the ranges shown. 3. kW input is for compmsscjrs cjnty. 4. EER = Energy Efficiency Ratio |Btu/watt-hou(). Power inputs include compressors, c:ondenser fans and control pcjwer, 5. Ratings are based on an evaporator temperature drop of 10 P. 6. 115 F Performarrce data reflects Adaptive Control Microprocessor cxmtrol algorithms. 7. Interpolatkjn is permitted, extrapolation is not. 8. Rated in accordance with ARI Standard 550-92. Metric Entering Condenser Air Temperature (Degrees C) LWT 30 35 40 45 (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP (O CO o 1003.9 1065.9 1129.3 313.6 323.7 334.0 2.9 3.0 31 958.5 341.3 1017.9 351.7 1078.7 362.3 2.6 913.1 372.6 2.3 2.7 969.5 383.4 2.4 2.8 1027.8 394.4 2.4 815.7 838.0 858.1 377.8 370.7 362.1 2.0 2.1 2.2 Notes: 1. Evaporator fouling factor is 0,00025 per ARI Standard 550-93. 2. Interpolation t>etween points is permissit)le. Extrapolation is nol permitted, 3. kWi input is for the compressors cxily. 4. COP = Coefficient of Performance, (kWcj/kWil. Power includes compressors, fans and control power 5. Rated in accordance with ARI Stanciard 550-92, 6. Ratings are based on evaporator temperature drop of 5.6 C 29 Performance Data I table P-17 — RTAA 340 Performance Data English Entering Condenser Air Temperature (Degrees F) LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Torts KW EER Tons KW EER 40 334,6 312.7 11.6 318.1 344.1 10,1 301.3 380.0 8.8 284.0 420.9 7.5 260.2 454.3 6.4 42 346,3 3183 11.8 329.3 349.7 103 311.9 385.9 8.9 294.0 427.1 7,7 2654 452.3 6.6 44 358J? 324.0 12.0 340.7 355.6 10.5 322.7 392.1 91 304.3 433.3 7.8 270.5 449.8 6.7 45 364.3 326.9 12.1 346.6 358.6 10,6 328.2 395.1 9.2 309.5 436.6 7.9 273.1 448.4 6.8 46 370.4 329.8 12.2 352.3 361.8 10.7 333.7 398.36 9.3 314.7 439.9 8.0 276.7 449.2 6.9 48 382.7 335.8 12.4 3641 368.0 10.9 344.9 404.9 95 325.3 446.5 8.2 2773 436.9 7.1 50 395.3 342.0 12.6 376,1 374.3 11.1 356.4 4115 9.6 336.1 453.4 8.3 282.8 434.4 7.3 55 427.5 358.1 13.1 406.9 390.8 11-5 3857 428.4 10.0 364.0 4712 8.7 2883 411.0 7.8 ivtotes: 1. Ratings based on sea level altitude arxl evaporator fouling factor of 0,00025, 2. Consult Trane representative for performance at temperatures outside of tlie ranges stiown, 3. kW input is for compressors only. 4. EER = Energy Efftciency Ratio (Btu-'watt-houll, Power inputs inciudt- compressors, condensei ffins and control power 5. Ratings are based on an evaporator temperature dnsp of 10 r. 6. 115 F Performance data reflects Adaptive Control Microprocessor control algorittim,; 7. Interpdatkyi is permitted, extrapolation is nol, 8. Rated in accordance with ARI Standard 550-92, Metric Entering Condenser Air Temperature (Degrees Q 30 35 40 45 LWT (DegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 1167.6 3557 1240.4 366.7 1315.4 378.0 3.0 31 32 1111.8 388.4 1181.2 399.7 12531 411.5 2.6 2.7 2.8 1054.5 4255 1120.7 437.0 1188.9 4492 2.3 2.4 2.5 961.9 446.9 2,0 1001,4 445.6 2.1 10318 438.2 2.2 Notes: 1 Evaporator fouling factor is 0.00025 per ARI Standard 550-92 2, kiterpolatkxi between paints is permissible Extiapolatkm is not permitted 3, kWi kiput is for tfie corriprassars only. 4, COP - Coeffclant of Parformance, IkWoikWij. Power includes compressors, fans and conirol power 5, Rated in accordance with ARI Standard 550-92, 6, Ratkigs are tiasad on evaporator temperature drop of 5,6 C "bbte P-18 — RTAA 370 Performance DaU English Enterir^g Condenser Air Temperature (Degrees F) LWT IDegF) 75 85 95 105 115 LWT IDegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 360,2 340,7 115 342.8 3741 10.0 325.2 412.5 8.7 307.3 4557 7.5 283.0 492.1 6.5 42 372,7 347,0 11.7 354.8 380.6 102 336-6 419.1 8.9 318.1 462.7 7.7 287.1 486.8 6.6 44 3855 353.4 11.9 367.0 3872 10.4 348.2 426.0 91 329.1 469.8 7.8 2891 477.2 6,8 45 392,0 356.6 12.0 373,1 390.5 10.5 354.1 429.3 92 334.7 473.4 7.9 290.9 474.0 69 46 398,5 3593 121 3794 393,8 10.6 360.0 432.8 9,2 340.3 477.1 B.O 291.0 467.1 7.0 48 411,7 366.6 12.3 3920 400 7 10.8 372.0 439.8 94 351.7 484.4 8.1 294.7 460.4 7.2 50 425,1 373.5 12.5 404.8 407,9 11.0 384.2 447.2 9,6 363.4 492.0 8.3 298.5 453.9 7.3 55 459,6 391.3 12.9 437.8 4261 11.4 415.7 466,2 10,0 393.3 511.7 8.6 303.6 428,4 7.9 Notes: 1. Ratings based on sea level altitude and evaporator fouling factor of 0,00025, 2. Consult Trane representative for performance at temperatures outside of the ranges shown, 3. kW inpul is for compressors only, 4. EER = Energy Effidency Ratk) (Btu'watt-hour], Power inputs inciiide compressors, condenser tans and control power 5, Ratings are based on an evaporator temperature drop of 10 F, 6, 115 F Pertormance data reflects Adaptive Control Micrt)oriy;essar control algorithms 7, Interpolatkn is permitted, extrapolatkm is not, 8, Rated ki accordance with ARI Standard 56t)-92 Metric Entering Condenser Air Temperature (Degrees Cl 30 35 40 45 LWT IDegC) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 1258.1 387.1 8 1336.0 399.1 10 1416.0 411.8 30 31 3.2 1199.8 421,8 1274.2 434.2 1350.8 447 2 2.6 2,7 2.8 1140.6 461.1 1211.5 4741 12850 4875 2.3 2.4 25 1036.6 479.5 2.0 1061.5 4683 2.1 1095.2 461.5 2.2 f^es: 1, Evaporator fouling factor is 0.00025 per ARI Standard 550-92, 2, Interpolatkxi between pokits is permissible. Extrapolation is not permuted 3, kWi kiput is for ttie compressors only. 4, COP - Coefficient of PerftxmarKe, [I(Wo/ltWi|, Pow«r incluties compressors, tans and contiol fiower 5, Rated in accordance with ARI Standard 550-92, 6, Ratings are based on evaporator temperature drc»p of 5 6 C 30 Performance Data lable P-19 — RTAA 400 Performance Data English Entering Condenser Air Temperature (Degrees F) ^ LWT (DegF) 75 85 95 105 115 LWT (DegF) Tons KW EER Tons KW EER Tons KW EER Tons KW EER Tons KW EER 40 385.4 3695 11.3 367.1 404.8 9.9 348.8 445.6 8.7 330.4 491.6 7.5 299.6 518.4 6.5 42 398.7 376.4 11.5 3799 412.0 10.1 361.0 452.8 8.8 341.9 499.2 7.7 301.9 508.8 6.6 44 4123 383.4 11.7 392.9 419.2 10.3 373.4 460.4 9.0 353.7 506.8 7.8 304.0 498.8 6.8 45 419.2 387.0 11.8 399.5 422.8 10.4 379.6 464.0 9.1 3597 510.8 7.9 305.0 494.0 6.9 46 426.2 390,7 11.9 406.1 426.8 10.5 386.0 468.0 9.2 365.7 514.8 8.0 3059 488.4 7.0 48 440.2 398.1 121 419.5 434.4 10.7 398,8 476.0 93 377.9 523.2 8.1 307.6 477.2 7.2 50 454.5 405.6 123 4332 442.0 10.8 411,8 484.0 9.5 390.4 531.6 8.2 311.4 470.0 7.4 55 491.0 425.2 12.7 4682 462.4 11.2 445,4 504.8 9.9 422.5 5532 8.6 3155 442.8 7.9 Notes: 1. Ratings based on sea level altitude and evaporator fouling factor of 0.00025. 2 Consult Trane representative for perfcxmance at temperatures outside of the ranges shewn. 3- kW input is for compressors only. 4. EER = Energy Efficiency Ratio (Btu/watt-hour), Power inputs include compressors, corxlenser fans and control power, 6. Ratings are based on an evaporator temperature drop of 10 F. 6. 115 F Performance data reflects Adaptive Control fiflicroproc»sscx control algtxithms. 7. Interpolation is permitted, ejctrapolation is not. 8. Rated in acccxdance with ARI StarxJard 550-92. Metric Entering C;orxJenser Air Temperatuie (Degrees C) LWT 30 35 40 45 (Deg C) kWo kWi COP kWo kWi COP kWo kWi COP kWo kWi COP 6 8 10 1347.3 1430.1 1515.6 419.0 432.4 446.2 30 30 31 1286.7 455.8 2.6 1225.5 497.6 2.3 1366.2 469.6 2.7 1301.5 511.8 2.4 1447.9 484.0 2.8 1380.2 626.8 2.5 10953 1120.3 1150.4 504.3 492.2 482.3 2.0 2.1 22 Notes: 1. Evaporator fouling factor is 0,00025 per ARI Standard 550-92. 2. Interpolation between pc^nts is permissible. Extrapcjiation is mt permitted. 3. kWi input is for the compresscxs only, 4. COP = Coefficient of F^erformance, |kWo/kWil. Power includes compressors, fans and ctxitrol power 5. fUited in accordance with ARI Standard 550-92. 6. Ratings are based on evaporator temperature drop of 5.6 C- 31 Performance Data Table P-20 — ARI Part-Load Values I Unit % Load Ton EER IPLV RTAA 70 100.0 68.4 10.1 11.7 75.0 513 11.1 50.0 34.2 12.8 25.0 17.1 13.1 RTAA 80 100,0 78.7 10.1 11.4 75,0 59.0 10.8 50,0 39.4 12.9 26.0 19.7 10.9 RTAA 90 100.0 89.6 99 11.0 75.0 67.2 10.5 50,0 44.8 12,0 25.0 22.4 11.8 RTAA 100 100.0 99.5 96 10.9 75.0 747 10.2 50.0 49.8 12.0 25.0 24.9 12.2 RTAA 110 100.0 107.3 9.6 11.0 75.0 80.5 102 50.0 53.7 12.1 25.0 26.8 123 RTAA 125 100.0 118.6 97 11.0 75.0 89.0 10.4 50.0 59.3 12.2 25.0 29.7 11.6 RTAA 130 100.0 130.8 94 11.6 75.0 98.1 11.0 50.0 65.4 12.7 250 32.7 13.8 RTAA 140 100.0 141.1 9-4 11.7 76.0 105.B 112 50.0 70.6 12.6 25,0 35.3 141 RTAA 155 100.0 149.5 9.4 11.5 75.0 112.1 11.0 50.0 748 12.3 25.0 37.4 142 RTAA 170 100.0 164.5 92 11,6 75.0 123.4 113 50.0 82.3 12.5 25.0 41.1 143 RTAA 185 100.0 173.2 91 113 750 129.9 11,1 50.0 86.6 122 250 43.3 12.4 RTAA 200 100.0 188.3 90 11,4 75.0 1412 11.4 5O0 94,2 11.8 250 47.1 13.6 RTAA 215 100.0 194.3 92 11,6 75,0 •45.7 11.6 50,0 97.2 12,0 25.0 48.6 140 RTAA 240 100.0 227.8 9.1 12,0 75.0 170.9 11,1 50.0 113.9 133 25,0 57.0 15,4 RTAA 270 100,0 253,2 91 12,8 75.0 189,9 11.1 50.0 126.6 15.7 25.0 63.3 162 RTAA 300 100.0 278.2 90 12,0 75.0 208.7 10,6 50.0 139.1 13.7 25.0 69.6 163 RTAA 340 100.0 322.7 91 12,3 75.0 242.0 11,1 50.0 161.4 13.9 25.0 80.7 16.2 RTAA 370 100.0 348.2 9.1 12.2 75.0 261.2 11.1 50.0 174.1 140 25.0 87.1 157 RTAA 400 100.0 373.4 9.0 121 75.0 280.1 n.o 50.0 186.7 13.9 250 93.4 155 32 Electrical Data lable E-1 — Electrical Data (60 Hz. 3 Phase) Unit Wiring Motor Data Unil Rated MCA(4) Rec Time Compressor (Ea) ContioFans (Eai Size Voltage Ckt1/Ckt2(1) M0P(3) Delay or RDE(5) Qty, Rim) LRA(9) Qty, KW FLA KW|8) RTAA 70 200 300 400 350 2 115/115 800*00 8 1,0 51 0.75 230 265 350 300 2 100/100 690/690 8 1,0 5.0 0.75 460 133 175 150 2 50*0 330/330 8 1,0 2.5 0.75 575 108 125 125 2 40/40 270/270 8 1,0 2.2 0.75 RTAA 80 200 361 500 400 2 142/142 800*00 8 1,0 51 0.75 230 319 400 350 2 124/124 760/760 8 1,0 50 0.75 460 160 200 175 2 62*2 380^80 8 1,0 25 0.75 575 131 175 150 2 50*0 304/304 8 1.0 2.2 0.75 RTAA 90 200 428 600 500 2 192/142 990*80 9 1.0 51 0.75 230 378 500 450 2 167/124 B20/760 9 1.0 50 0.75 460 190 250 225 2 84*2 410/380 9 1.0 2.5 0.75 575 154 200 175 2 67*0 328*04 9 1.0 2.2 0.75 RTAA 100 200 483 600 600 2 192/192 990*90 10 1.0 51 0.75 230 426 500 500 2 167/167 820*20 10 1.0 5.0 0.75 460 214 250 250 2 84*4 410/410 10 1.0 2.5 0.75 675 173 225 200 2 67«7 328*28 10 1.0 2.2 0.75 RTAA 110 200 535 700 600 2 233/192 1190/990 10 1.0 51 0.75 230 471 600 600 2 203/167 1044*20 10 1.0 50 0.75 460 235 300 30O 2 101/84 522/410 10 1.0 25 0.75 575 191 250 225 2 81*7 420/328 10 1.0 2.2 0.75 RTAA 125 200 576 800 700 2 233/233 1190/1190 10 1.0 51 0.75 230 507 700 600 2 203/203 1044/1044 10 1.0 50 0.75 460 253 350 300 2 101/101 522*22 10 1.0 2.5 0.75 575 205 250 225 2 81*1 420/420 10 1.0 2.2 0.75 RTAA 130 200 383/389 600«00 500/500 2 280/280 1689/1689 10 13 6.5 0.8 230 383/389 600/600 500*00 2 280/280 1689/1689 10 13 65 0.8 460 306 400 350 2 122/122 633*33 10 1.3 2.8 0.8 575 246 300 300 2 98*8 512^512 10 1.3 2.3 0.8 RTAA 140 200 383/389 600/600 500/500 2 280/280 1689/1689 10 13 6.5 0.8 230 383/389 600/600 500*00 2 280/280 1689/1689 10 13 6.5 0.8 460 306 400 350 2 122/122 633*33 10 1.3 2.8 0.8 575 246 300 300 2 98/98 512*12 10 13 23 0.8 RTAA 155 200 422/389 700*00 500*00 2 306/280 2044/1689 11 13 6.5 0.8 230 422/389 700*00 500*00 2 306/280 2044/1689 11 13 6.5 0.8 460 322 450 400 2 133/122 766*33 11 13 28 08 575 260 350 300 2 107/98 611*12 11 13 23 0.8 RTAA 170 200 515/389 800/600 700*00 2 375/280 2391/1689 12 1.3 6.5 0.8 230 515^389 800/600 700*00 2 375/280 2391/1689 12 1.3 6.5 0.8 460 363 500 450 2 163/122 896*33 12 1.3 2.8 0.8 575 292 400 350 2 131*8 725*12 12 1.3 2.3 0.8 RTAA 185 200 515/428 800/700 700*00 2 375^306 2391/2044 13 13 6.5 0.8 230 515/428 800/700 700*00 2 375O06 2391/2044 13 1.3 6.5 0.8 460 376 500 450 2 163/133 896/766 13 13 2.8 0.8 575 303 400 350 2 131/107 725*11 13 13 23 0.8 RTAA 200 200 515S15 800/800 700/700 2 375/375 2391/2391 14 13 65 0.8 230 515«15 800/800 700/700 2 376/375 2391/2391 14 13 6.5 0.8 460 406 500 450 2 163/163 896*96 14 1.3 28 0.8 575 327 450 400 2 131/131 725/725 14 1.3 2.3 0.8 RTAA 215 200 515«15 800/800 700/700 2 375/375 2391/2391 14 1.3 6.5 0.75 230 515/515 800«00 700/700 2 375/375 2391/2391 14 13 6.6 0.75 460 406 500 450 2 163/163 896*96 14 13 2.8 0.75 575 327 450 4O0 2 131/131 725/725 14 13 2.3 0.75 RTAA 240 460 303/224 400/350 350/300 3 122-122/163 633-633*96 17 13 2.8 1,0 575 244/180 300/300 300/225 3 98-98/131 512-512/725 17 1.3 2.3 1.0 RTAA 270 460 360/224 500/350 450/300 3 163-122/163 896-633*96 19 1.3 2.8 1.0 575 290/180 400/300 350/225 3 131-98/131 725-512/725 19 1.3 2.3 1.0 RTAA 300 460 406/224 500/350 450/300 3 163-163/163 896-896*96 21 1.3 2.8 1.0 575 327/180 450/300 400/225 3 131-131/131 725-725/725 21 1.3 2.3 1.0 RTAA 340 460 303/406 400/500 350/450 4 122-122/163-163 633-633*96-896 24 13 2.8 1.0 575 244/327 300/450 300/400 4 98-98^31-131 512-512/725-725 24 13 2.3 1.0 RTAA 370 460 360/406 500600 450/450 4 163-122/163-163 896-633*96-«96 26 13 2.8 1.0 575 290/327 400/450 350/400 4 131-98/131-131 725-512/725-725 26 13 23 1.0 RTAA 400 460 406/406 500«00 450/450 4 163-163/163-163 895-896*96-896 28 13 28 1.0 575 327/327 450/450 400/400 4 131-131/131-131 725-725/725-725 28 1.3 2.3 1.0 Notes: 1. Low voltage units (200 & 230 volt) require separate pcjwer connections for each circuit, 2. All 240400 Ton units require separate power corxiections for each circuit. 3. MOP- Maximum Overcurrent Protection - may be either fused/HACR type breaker (UtXSA) or with circuit breakers (CSA only). MOP - 225 percent of the largest compressor RLA plus 100 percent of the second compressor RLA plus ttw sum of the ccxxienser fans FLA per NEC 440-22. 4. MCA- Minimum Circuit Ampacity -125 pwrcem of largest cxxnpressor RLA plus 100 percent of second ctxnpressor RLA plus the sum of the ccxxienser fans FLAs per NEC 440-33. 5. RECOMMENDED TIME DELAY OR DUAL ELEMEI^ (ROE) FUSE SIZE: 150 percent of the largest compressor RLA plus 100 percent ofthe second compressor RLA and the sum of the ccxidenser fan FLAs. 6. RLA — Rated Load Amps — rated in accordance with UL Standard 465. 7. Local codes may take precedence. B. Control kw Includes operational ccxitrols only. Does nol include evapcxator heat tape. 9. LRA — LtxAed Rotor Amps — based cxi full winding start units. 10. VOLTAGE UTILIZATION RANGE: Rated Voltage 200 230 460 575 Utilization Range 180-220 206-254 414-506 516^ 11, A 115^60/1, 15 amp. customer provided power ccxmection is required to operate ttw unit controls. A separate 115/60/1,15 amp. customer provided power conrKction is also needed to power the evapcxatcx heat tape (420 watts @ 120 volts) If the optionat control power transfcxnr^r is used, tfie customer needs only to provide a power cxKinec:tion for the evaporatcx heat tape. 12. Low ambient unit will have one additional fan on most sizes. MCA will rtot change. See page 39 for number of fans on low ambient units. 33 Jobsite Connections Figure J-l — Typical Jobsite Wiring — 2307-51200 CUSTOMl-H MM ^llcriON l*U| UNpl VOIIACi ui>co>wfci iwKCil ioo,j*jo~ OTflOH '*• tMlUCtNCr STOP KL MACHINE CONTI»l (coHTAcrj 5t«L -f WATER STTfCHW MbuWIi • Mi> 0« 0-13 vt.C l'j» BEsirrw k camA:i , CHtLUM KCauncb EJfTERItni. :u»iM.»r' , uiirr SETPCIMT . »-J0 MA Ofi 0-1D voc CLEAS LANCUA« :)ISP LAY I WioO, 400,460 [tl . tONHU'Wim KANCl - j/G 10 :io uciw J/U TO wo ueu ii "?"s/a' J/Ci ro 7M UCM 1^ 0 to 900 UCU I/O Ip 100 MCM [?) L. 1/'° ?5P ycM , 10 SSO MCM ['J- •, 19 50u MCM 1/0 lu ^ yew ty_- i59 r? W MCM tl) J: d/5 ifl I (0 - J/O TO ISO WCH [tj ' J/O to 300 MCU t/o lb 30U ttCU {Jj 'jsb lo'sOO M<.'LI U 10 Mc) UCU HOAth WHE SpEcnOH TO MMIl UMMM flCOCK (lUtl)" Wl WtTACE I r™¥*!*t it-OCK Site { COWWEClOW IWHt HAHGE jtw.ajo 1 "\ Tfto^ .I?! ro ao?^ MCU _ *«a,51S I iii IJB 10 3M UCU . WW SElECTlON FOR 30 VOlT OR LESS CWiciJlTS - SEE NOTE "j* ItWI ua LENCTH fOB SEM50H li^ _ 5000 7000 Fl iooo fi" I'OwC'i SEC1I0-J •3 CiMlH'JL VOtTAOC ['•Su. •OM; PUMP StA8TEF( fntwr UCU CUM* COKTHOL) CMtLLEU XATCFI PUMP ST*#«E« REMOTE ALAKM 1 .-'fjl <PR0M Honmur . —^ [I>! INDICATOa 1 15 VAC HJ hi. 120 VAC Mj f^Z MEAT Tn« TOwEll MJUIMJ^ rusr INO'CATOB (FROM MORmmr COUPKfSSDR RUMNMC WE-iS AMPS •MSMCP UNIJ IHDIWTI WEOUylHDO) nOQ MMtS »r OTHW. CnCCn SKUS OMDI TO DCTCIMaMt <^ Ki-mittm* cot/no^ iWMOi w uut »mt C>FI. u <^ COMUUMUTUNS fWCt <T) coMmM, ram nMoroiMCn. I^H] UMT OOCONMCT. Mgn-rUUE CmiUI •017 MSET - UTUMM MIITIK (^K] CMKX£D VMTEII acsfi - MRKKM MI <fr] CnklZD (MtU K3CT - IOM AM {CMMOI li UitU MTH <^ MUEC WTW n.n IMTCH (HOT IIIHJMEQ FW CHUil^ PtcTiaiOH) (Tj MMon cu« \M<ou*u 0OPU.T •3 Tii*ou< Tf* CHcoJV «u -towtwir n*<« rut comta B ta.o«o Ml Iir* TMt cprij.£n orr MW<UII.T t[ScTTMi.I BMCNOtnc Mx tHf "ccwcijstep '1 LOCM. tm KuoTi M IVC COHltC MU- KMin IM CMLU" <0 M/TOtMIKjU-ir ftPMN TO nomu opfwTioh TO tr M KWS «fm omfJ) VWTCH F-IMI* ft£u>' "t; »ppiJC**'.i wiTtosiL iw/dn i»cetHUi«j*Ti JM«LL - BAMD 4M MW«E»W1I UBOWUV '3, ('7 ro" uNTis wmwLn w coKntou PO^H iMMtTMiCH (iT'l omoit. THI — cunMcn UL;ST PKOVIM coMnicii. PMM O( MJ WU, IO UIKTZ tmoi *HA5C. VA. TH( CCMTMU KwtN ttlAWOKMUl HU] >S STWKMM' 0» <^ fo» ALL oNTTs TW ««' Wt mm tc MKHWE FTIO*I » ttniMi — - — note ItH, iOHi. on MOV. »KI, »1E WiTI MMtCt- •rr? c V> V> IMtUlH. Ill w SUUUI, I. MMMUN COMTlf WTM AT I tXCUKl) TMm PMH. M W-T M UK* OMWrT- MUMHW UMO* WOT mr 00 MtT KW n COMMI MTH HMHCIt WHUK ORCUfS, Ul CUSIOMtK WRE tiucMM T«Li. mmm rm • str IMHAUJITION, OPtWItW, AHQ M«WTW*W«:* WANUAl 'OH DrTWLi 34 Jobsite Connections Figure J-2 — Typical Jobsite Wiring — 2306-9124A "S*"" 1 J r-- ; |<jg aIBM 'iH m m ft-TO <ne t—S JilCb I OM UtiSTO* A COVTACT I | I IXIINMH CUMEHT CHI C IM' T KTWINT ' oprtouv 4-M <M 0-tfl VOC r _ L J r 1 o OPTION 'I'l TUMiKuon icvia r~s, nwiiica I j I ^ I mn iffiTifli <E <a Ol IT—V,—. CNILLC* 1 ' 1 OOMTBOI. <«LTAM V— DfmMict 1 Ml* l«LT«| IT—V,—. CNILLC* 1 ' Lire VOLtAQI f — iJtt t*ii kJ»«»urt:i OaSt^tD LilCS IWXCATe RECC»<WLMDCD fUCD «IR)H& rf l>r»CffS, PHWTOH LIFCS IIOICATC Al-IERtUTC ClKUITRI OR AfAUUlC SAlCS 0*1 ION. CttCK SM.CS ORKR TO OCTERMiHE IF •IKIMC IS REOIIWD FOM SKC'riC OPTIONS. ALL TMWE PH«S( HOIOHl SUPF>i lED Wl TH IHE UNIT Ull mOTECTCC uNOC* MiiMARV tiNcil PHASE FAILURE CONOITIOHS. CAUTION -I UNTII CHCCn-CUT MO STAKT-LT (T] IC£-«ACMl»(E CO»lIf*0L IfiNM)! K UlfO OPTIOtI " (jf] COMUumClT lOMS 'NTfRFACC Wt-OCLt* C*OS£C TPAWsmCW STAFTCB <T] COHTBOL PCXftR rRAHSrOffK* ) iSr>-iiUiiCCT MON F • B(5£T • CVJTDOC* *IK Co] IO* AWlfFiT LOCKWI <^ DELUIC CFV IKCLL£E$ I fEMOtE NUNNIMC II H AW ALARU CONTACTS f or • • Diwi.»> Of ETAPTI AHO HOiWi BY cw*w:sso«» B uHOrn.'Ovto WOLIACE PFWTCCTION Cs] CniLLEV HATIH n-OW WITCH INQT NtOJIfED FD" CMILLCP rHOTCCT'ONl AUKILIABI CONTKJLS FOR * CoSTQMCF" SPtClTiEC QP ^USTALltO lAlCttlMG TRItOUT THE CHULED WUL NUN WfthWlLT WHEN THE COWTACI IS CLQSCD AW TRIP TK CHlLLtR CiT^ OH MANUALS RC3£*TABLt DhAHOaTtC I^O* »•€ COMIACl OPENS MAHUAL dtSC' IS ACCO^^LISHCP AT THE CM«n,£" Wri TCK OM IME FKDHI OF Tut UN|1 COHTROL MODULf lUCWI. AI/IILIART CONtaOLS FOR A CUSTOMN SPCCiTlCD 0«i 1HSTALL.EO REUOTt AUTCl^STOP FUHCTTON, tfC CMiLLtR WUL Run MOmtAt.!.) W<N If« CMNTACl IS CLOSED A« 5T0f THE Cmti.E» KtCM TK CONTACT IS OPtH. Rt-ClOSyRt W Tr«. CONTACF HILL PtRUI T IW CHILLER TO AUfC»*M ICAILT RtTUPH TO HONUAt OPERATION TO e£ IN SERIES Wl TM CHIHEC WATER PUNP RELAY li,K31| a ALL fit LD WIRING UUSI Sf I HACCORCANCE *>I TH TK MAIICUL tLtCTRICAL coot IHEC!, STATE AND LOCAL RICL1 BEXNtS OUTSIDE TX WHITED STATES, OT>CP COUHTKlES APPLICABLE NATIOMAL AfC'C* LOCAL RFOJiREtiCNTG SHALL APPL>. <~s} FOA CAHAOIAh INSTALLATION ICSAJ OHLT. LIXAL INSPECTIOH AUlHOMiliES iAAT REQUIRE 5I»«LE POWER SOURCE OlSCONNeCTiHC UCAHS, <To] COPPE lIRE OHLY - SUED PER N CIRCUIT AMPACIT FOR 200/230 VOLT .C, - BASED ON NAMEPLATE , , --. SEE CUSTOUEP WrRC StLfCTlOH TABLt, FOR VOtT UNITS, REFRICCRANT ClfKUIIS*1 MD Wl RCOUinC SEPERATE POIE' SUPRE ICS 1 WIRES, Hi VAC ClRCuH. MIHIUUU CONTACT RATi»c AT 115 VAC -B s va 1NRUSH T i WA SEALCD rCR WFIlTS WIThWOT ItC CONTRO*. ROWR THAWSFOBICB IlTll OPTION. IHE CJSTDMCR MUST »K>ifiDE CONIIML POWER V 11S VAC, BO M(RTJ . SI WEC PnASe, V* ON 00 THRU JDO ION UNITS 35 o o m <!5) SHIELDLD TWISTLO fAIR. iO VOLT OR LESS CIRCUIT MAXIUUU LEWTH WOO FEE'. DO HOI IM< IK COMMIT WITH NlC^R VOLIACI CIHCUHS •sr cusTCMCw VINE vit'cTim TAALF RFibcm TYK aitO RtCtMCNoro Jobsite Connections Ef RguTB J-3 ~ Typical JobsHe Wiring — 2307-1569C MOTCS; DASHCO LINCS IHDiCRrC RCCOWCND£D FICLD HIRIMC ST OTMIRS PKAUTOM LINES INOICAU ALTERNATE CIWCUiTRV OR AVAiLASLC SAl£S OPFtOH CHCCK SALtl OftOEH TO ocrEitairye IF viRiNc IS RCdt«RCD FOR SPCCIFIC OPTIONS. AMD STAfl'HJP \X} ICE-«ACHiflt CONTROL iCAWNOT BE USED W OPKOfc "L' •Cti CCMUNlCATiDNS iNTCRrACE <(T] WYt-DELTA Ci-OSED TRAHSIHOH SlAHTER <[T] CO*mw>L POWER TRAHSroRMER, O*] UNIT DISCOMNECT, WOW FUSED <T) CHIEIED WTtR RESET - WCTUHN WATER <CK\ CMlLLfP WATER RtSET - OfTOOOfi A(fi •fTl CHILLED WATCH RESfT — OPTICJW "^A"! lOWt AlB (CANNOT BF USCf I I Co] ion AWIENT LOCKCajr <^ DEt-UXt CHILl.E« 1#00UL£ <IU!I IMCLUOCS • RCWOTE ftUHNl»4C tHDtCATtOM ANO ALAM COMTACf^ « DISPLAY or w VCLTS • DISPLAY Of STARTS APO **OoRS BY COMPRESSOR • UNDER/OVER VOITACE RROTEClION <m CMULtO WATCft fiow S*«t^CH INOT RD3UIRE0 FDR — CHlLUa PflOTECTIONl t AUIlLlARY CCWTROLS FOR A CUSTOMER SPECIFIED OR IWSTALLED l.ArCMIt« TRlPQUT THf CMtLLEfi WiUL BUM MOfU»ALl.Y i0^H THE CONTACT 15 CLOSED AND TRiP THE CHILLER OFF ON MAMMLf RESETIASLE DiANDSKC WHEN THE CONTACT OPENS. HAHUAL RESET IS ACCOWPLISMCD AT 1M£ CHILLER SWITCH ON TW fROwT or T* UNIT COWTROt HOOULE lUCMf S. AUltlLIART CCSNTROLS FOR A CUSTQItfR SPCCiFiED OR INSTALUO RCMOTC AUTDXSTOP F UNCI I ON THE CHILLER WILL RUN NORMLlf WCH TNE CONTACT iS CLOSEP ATO STOP THE CMILLE:R WEKI THE CONTACT IS OPEN RE-CLOSIKE OF THE CONTACT WILL PEHHIT TME CMILLCR TO AUTOMATICAELY flEtURN TO NORMAL OPERATION TO BC IN SfRiFS WITH CHILLED WATCH PUW RELAY (SKJT) <aAl AUXILIARY CONTROLS FOR A CUSTOMER SPECfFIED OR INSTALLED CKT iOCHOU^ • iHt INDICATED CKT WILL RlW NOHUALLY WfN TKt CONTACT iS CLOSED AfC LOCKOUT THE CKT WKN TK CONTACT 15 OPEN. RE-CLOSLJRE OF THE CONTACT WILL PERMIT 1H£ CK^ TO AUTOMATICALLY RE TlflBN 10 NORMAL C)P£HATION. <n ALL CUSTC»CTi CONTROL CiRC^lT WIRING MUST HAVE A UlhllMUM — RAIINC or ISO VOLTS B ALL FIELD WIRIHC MUST BE INACCOROANCE WITH THE NATiOHAL ELECTRICAL CODE ^NECI. STATE Atffi LOCAL KM/IRCICNTS OOTStDC THE UNITED STATES. OTHER COONTRIES APPLICABLE NATIQHAL AMO/OR LOCAL HtOUiRCMEMTS SHALL APPLY, cfTl FOR CANAO'AW INSTALLATION iCSAi OMLV LOCAL IHSPECTION AUTHORITIES MAY REQUiRt SiNClE POWER SOURCE Ol!K:OHNECHNC MEANS Hi)'" EXTERNAL CK1 lOCIcOUT-CKr « ICOMTACTI 04>i I I <3S EltTERWAL CKT LCX:KOUT-CNI •! ICONTACT I EUERCCNCY STOP NORMAL/TRIP tOtWTACT! OUTDOOR TEMP SENSOR [I> CHILLCR OPfton "A •Ea/)«i> <Is} ICE UACHItC CONTtOL (CONTACT) r CHUIER ' OPTIOM "B"] REQUIRED ( MA OR O- 10 VDC !"*^ :SISTOR i. COMACI I J CMILLfR OPTION •• REOUIREO EKTI^ML CURRENT LIMIT S<TPOIMT • «-)0 MA Ofi 0-10 VDC I It RfSlSTOf) * CONTACT i BI-OIRECT IONAL -CCMHIMICATI ONS INTERFACE i <lil coppcR w<RE ONIY - sireo PER H E.C. - BASED OM NAMEPIATE MINIIUH C'RCUtT At*'ACiT> IUCAI SEE CUSTOMER WiRE SELECTION TA8LC foB UNITS WITHOUT THE CONTROL PO»CR TUAMSfomCR mn OPTION, THE [ajSTOlCR MUST PROVIDE CONTROL POWER OF '15 VAC, 60 *<BTZ, SINGLE PHASE, (DOQ VA ON 240 IHfiU 400 TON UNFTS THE CONTROL POWER TRANSFORMTR lITi) iS STAfSARO ON 50 HERTZ UNITS FOR ALL UNHS. TVC H(A7 TAPI MUST Bf POWCRID FROM A SEPERATE CtfSTOICR PPOViOfO TISV «40 WATT SOURCE POR A8D,S75^BC UNITS. 2?0V, 840 WATT SOUKCf FOR 5*6 , S80/^'« 15/50. JB0/6D WIT* OPTIONAL WIRIWC •33 <i3 <25] <3 SHFELOCD TWISTED PAIR. JC VOLl OR LESS CIRCUIT UAXIMUU LENGTH MDO PEE1 DO NOT fMi IN CONDUIT WITH HIC^^CR VOLTAGE CIRCUITS SCE CUSTOfcCR WIRE SELECTION TABLE 8CLDCK IfPE «760 RfCOHMENOED CUSrOCR SUPPLttfi CONTACTS WSf BE COMPATtBLf WITH DRY CIRCUIT 1? VDC. 4SmA RESISTIVE IOAD, SILVER OR COLD PlAItC CONTACT-; ARC "TNDEO CHILLCR OPTION "Q" RGQMIRCD CHILLER OPTIOM • REOiiRED CHILLER OPTtOH fl AECVIREO [!>; REMOTE ALAAf INDICATOft- MAx rust Sl2F- ts AMPS COIPRESBOR BUNNtNC INOlCATOR-UA3C TLFS£ SIZE-tS AW*S 15 VAC eo MZ otur CCMIAOL PCWCR MAIIHUN FUSE SIIE-IE. AAK 11t VAC 60 HZ, 720 VAC »0 * *D HZ: HCAT 1Af>£ POWER MAXIMUM FUSE SIZE-15 A*»>S o <i»l <I3 36 Jobsite Connections 240-400 Tons I ! 1 1 <3 <S <3 <g o o <a 1 1 1 -L-k 1 LOW VOLTAGE >— ENTHANCE (30V MAX) 1 LOW VOLTAGE >— ENTHANCE (30V MAX) <I3 r-T ^ <a t CONTROL VOITACE L ENTRANCE f IIISV iOMZ; 1 220V SO * SOHZ1 I ( EVAP 1 \ \ WILLES \ j // LIME VOLTAGE f 3MV.*BDV,3T5V BDHZ) 1 <I1 (KC Wll CUSTOMER WIRE SELECTION fVMCR WIRE SCLCCTION TO OlSCONMCCr SWITCH USD ST UNIT SIZE UMIT VOLTAGE DISCONNECT SW SIZE CKT Wl/I CONNCCTOR Wine RANGE OCT •l/CKT *t 1*0 CttT •1/2 3BO/t0.348/SO VC>LT M0/41Sy») fc 4tO/»0 VXT 40D/400 (21 - 3A} TO 250 HCU/(2> - 3/V TO 250 HCM 1*0 CttT •1/2 5T5/80 VOtT 400/400 (21 - 3/0 TO 250 HCM/U> - 3/0 TO 2B0 MCM 270 CKT •1/2 3aO/419/S0/480/W VOLT 4DO/400 (2) - 3/0 TO 250 MCM'iZ) - VD TO 20O MCH 270 CKT •1/2 3«O/B0.548/»O MKT 6DD/400 (21 - 730 TO 500 MCU/IZt - 3/0 TO 280 ICH 270 CKT •1/2 3TS>^ VOLT 400/400 (21 - 3/0 TO 230 MCM/IZl - 3/0 TO 280 HCM JOO CKT #1/2 346.380/413/90.460.3SC;/<0 VCHT BQO/400 (2) - 250 TO 500 IICU/I2I - VO TO 250 MCU JOO CKT #1/2 97B/e4 VOLT 4Q0/4M 121 - 3/0 TO 230 MCU/I2I - 3/0 TO »0 MCU 340 CKT •t/J 346.300/413/50.460.3B0/B0 VOLT 400/BOO 121 - 3/0 TO 150 MCM/IZl - »0 TO 900 HCM 340 CKT •t/J S75/60 VOLT 400/400 121 - 3/0 TO 290 MCH/I2I - 3/Q TO »0 HCM 370 CKT H/Z 3SO/41S/SO,460/60 VOLT 4DO/6O0 (21 - 3/0 TO 250 HCIil/(2) - 2S0 TO SOO HCM 370 CKT H/Z 380/60,34S/90 VtiLT 60D/B00 121 - 230 TO SOO UCM'(2» - 200 TO 900 HCH 370 CKT H/Z 57V60 VOLT *tiO/*oo (21 - 3/0 TO 230 UCM/<2) - 3>^ TO 290 HCH 40O CKT #1/2 346,380/41S/SO.460,3&a/B0 VOLT 6DD/V0D (21 - 290 TO MO MCH/(2» - 250 TO 900 tCM 40O CKT #1/2 5Tft/60 VOLT 400/400 (21 - 3/0 TO 230 HCM/(Z» - 3/0 TO 290 HQM POWCR WlK SeiECTICIM TO MAIN TtRMINAL BLOCK ^^1»^/^t OMir VQLTACC TERMIhtAL BLOCK StZt CONNECTlOR WIRt RAHOC 270-400 TON 346.3ao/*l5/5&:4B0.3:!'5,360/60 VOLT CKT »1 (21 - W2 TO too HCM 270-400 TOW 346.3a0/419/50;*80.&>&.360/60 VOIT CKT wZ - <g TO 600 HCM CONTROL WiRt SELECTION FOR 30 VOLT OR LESS CIRCUITS - StE NOTE 16 MAXIMUM LENGTH TOR SENSOR LEAPS 37 Jobsite Connections Table J-1 — Customer Wire Selection I Unit Rated Size Vohage Wire Seleciion Size to Main Terminal Block Wire Selection Size to I3isconnect |2) Unit Rated Size Vohage Terminal Size Ckt1/Ckt2 Connector Wire Range Ckt1/Ckt2 Disc. Size Ckt1/Ckt2 Connector Wire Ranfle at1/Ckt2 RTAA 70 200 230 460 575 760 Amp 760 Amp 335 Amp 335 Amp 42 to 500 MCM *2 to 500 MCM *6 to 350 MCM «6 to 350 MCM 400 Amps 400 Amps 225 Amps 226 Amps 3/0 to 250 MCM & 3A) to 500 MCM 3/0 to 250 MCM & 3/0 to 500 MCM #4 to 4/0 #4 to 4/0 RTAA 80 200 230 460 575 760 Amp 760 Amp 335 Amp 335 Amp n to 500 MCM •'7 to 500 MCM »6 to 350 MCM .'/6 to 350 MCM 400 Amps 400 Amps 225 Amps 225 Amps 3/0 to 250 MCM & 3/0 to 500 MCM 3/0 to 250 MCM & 3/0 to 500 MCM 2«) to 300 MCM #4 to 4/0 RTAA 90 200 230 460 575 760 Amp 760 Amp 335 Amp 335 Amp 32 to 500 MCM 112 to 500 MCM /'6 to 350 MCM //6 to 350 MCM 600 Amps 400 Amps 225 Amps 225 Amps (2) m to 350 MCM 3/0 to 250 MCM & 3« to 500 MCM 2/0 to 300 MCM 2m to 300 MCM RTAA 100 200 230 460 575 760 Amp 760 Amp 335 Amp 335 Amp s 2 to 500 MCM (••2 to 500 MCM #6 to 350 MCM te to 350 MCM 600 Amps 600 Amps 225 Amps 225 Amps (2) 350 to 500 MCM (2) m to 350 MCM 2A) to 300 MCM 2A) to 300 MCM RTAA 110 200 230 460 575 760 Amp 760 Amp 335 Amp 335 Amp 4-2 to 500 MCM •a to 500 MCM #6 to 350 MCM *6 to 350 MCM 600 Amps 600 Amps 400 Amps 225 Amps (2) 350 to 500 MCM (2| 350 to 500 MCM 3/0 to 250 MCM & 3/0 to 600 MCM 2/0 to 300 MCM RTAA 125 200 230 460 575 760 Amp 760 Amp 335 Amp 335 Amp •t2 to 500 MCM n to 500 MCM *6 to 350 MCM //6 to 350 MCM 600 Amps; 600 Amp!i 400 Amps 225 Amps 12) 350 to 500 MCM 12) 350 to 500 MCM 3/0 to 250 MCM 8i 3/0 to 500 MCM 2« to 300 MCM RTAA 130 200 230 460 575 840^ Amp 840/S40 Amp 840 Amp 840 Amp {2).n to 600MCM / (2|-*2 to 600MCM (2)-#2 to 600MCM / (2)-/>2 to 600MCM (2)-*2 (0 600MCM (2)-« to600MCM 400/400 400/400 400 310 {2ym to 250MCM / (2I-3A) to 250MCM |2)-3/0 to 250MCM / (2)-3A) to 250MCM 12)-3« to 250MCM |1)-250MCM to 500MCM RTAA 140 200 230 460 575 840^40 Amp 840*840 Amp 840 Amp 840 Amp {2)-lt2 to 600MCM / avn to 60OMCM (2l-*2 to 600MCM / (2|-*2 lo 60OMCM (2)-«'2 to 600MCM (2|-<'2 to 600MCM 400/400 400/400 400 310 (2)-3/0 to 250MCM / (2)-3A) to 250MCM (21-3/0 to 250MCM / (2)-3/0 to 250MCM (2\-3K> to 250MCM (1)-250MCMto 500MCM RTAA 155 200 230 460 575 840i(B40 Amp 840/840 Amp 840 Amp 840 Amp (2|-*2 to 600MCM / (2)-i!'2 10 600MCM (2)-#2 to 6Q0MCM / (2)-#2 to 600MCM (2)-#2 to 600MCM (2)-#2 to 600MCM 600/400 600/400 400 310 (2)-250MCM to 500MCM / (2)-3/0 to 250MCM (2)-260MCM to 500MCM / (2)-3/0 to 250MCM (2)-3rt) to 250MCM (1)-250MCMfoS00MCM RTAA 170 200 230 460 575 840/840 Amp 840/840 Amp 840 Amp 840 Amp (2!-#2 to 600MCM / (2)-*2 to 600MCM (2)-/'2 to 600MCM / {2|-*'2 to 600MCM (21 n to 600MCM [2Vn to 600MCM 600/400 600/400 400 310 (2)-250MCM to 500MCM / (2)-3/0 to 250MCM (2I-250MCM to 500MCM / (21-3/0 to 250MCM iZ\-3K> to 250MCM (1)-250MCMto600MCM RTAA 185 200 230 460 575 840/840 Amp 840/840 Amp 840 Amp 840 Amp |2)-*2 to 600MCM / (2)-*2 to 600MCM (2)-#2 to 600MCM /12)-#2 to 600MCM (2)-#2 to 600MCM (2) *'2 to 600MCM 600/600 600/600 400 310 (21-250MCM to 500MCM / (2)-250MCM to 500MCM (2)-250MCM to 500MCM / (2)-250MCM to 500MCM (2)-3« to 250MCM (1|-250MCMto500MCM RTAA 200 200 230 460 575 840B40 Amp 840/840 Amp 840 Amp 840 Amp 121-*? to 600MCM / (2|-#2 to 600MCM (2i-#2 to 600MCM / (2)-*2 to 600MCM (2)-.«2 to 600MCM (2)-#2to600MCM 600/600 600/600 600 400 (2)-250MCM to 500MCM / (2)-250MCM to 500MCM (2)-250MCM to 500MCM / (2)-250MCM to 500MCM (2)-250MCM to 500MCM (2)-3«) to 250MCM RTAA 215 200 230 460 576 840/840 Amp 840/840 Amp 840 Amp 840 Amp (2)-»2 to 600MCM / (2)-#2 to 600 MCM (2|-,»2 to 600MCM / (2|-<'2 to 600 MCM 12) f 2 to 600MCM (2)-#2 to 600MCM 600/600 600/600 600 400 (2)-250MCH to 500MCH / |2)-260MCM to 500MCM (2I-250MCH to 500MCH / (2)-250MCM to 500MCM (2)-250MCM to 500MCM (2)-3«)MCM to 250MCM RTAA 240 460 575 840/840 Amp 840840 Amp (2|-«'2 to 60GMCM / (2)-/'2 to 600MCM (2)-/'2 to 600MCM / (2)-<^2 to 600MCM 400/400 400/400 (2)-3/0 to 250MCM / (2)-3/0 to 250 MCM (2)-3A) to 250MCM / (2)-3rt) to 250 MCM RTAA 270 460 575 840/840 Amp 840/840 Amp l2)-,*2 to 600MCM / (2|-#2 to 600MCM (2) #2 to 600MCM / (2)-#2 to 600MCM 400/400 400/400 (21-3/0 to 250MCM / (2)-3rtl to 250 MCM (2|-3« to 250MCM / (2)-3rt) to 250 MCM RTAA 300 460 575 840/840 Amp 840/840 Amp (2) #2 to 600MCM /12).#2 to 600MCM (2) #2 to 600MCM /12)-#2 to 600MCM 600/400 400/400 (2)-250MCM to 500MCM / (2)-3/0 to 250 MCM (2)-3/0 to 250MCM / (2)-3« to 250 MCM RTAA 340 460 575 840/840 Amp 840/840 Amp (2)-*2 to 600MCM / (2)-#2 to 600MCM [2)-<'2 to 600MCM / (2)-*2 to 600MCM 400/600 400/400 (2I-3A) to 250MCM / (2)-250MCM to 500 MCM |2)-3« to 250MCM /12)-3/0 to 250 MCM RTAA 370 460 576 840/840 Amp 840/840 Amp (2)-<'2 to 600MCM / (2)-//2 to 600MCM (2)-#2 to 600MCM / (2)-#2 to 600MCM 400*00 400/400 (2|-3« to 250MCM / |2)-250MCM to 500 MCM (2)-3m to 250MCM / {2)-3/0 to 250 MCM RTAA 400 460 575 840/840 Amp 840/840 Amp {2]-n to 600MCM / (2)-#2 to 600MCM |2)-/?2 to 600MCM / (2)-*2 to 600MCM 600/600 400/400 (2)-250MCM to 500MCM / (2)-250MCM to 500 MCM |2)-3/0 to 250MCM / (2)-3/0 to 250 MCM Notes. 1, All 130-400 t(jn units require separate power connections for each 2, Optional non-fused unit cJisconnect, 3, Copper vwire only, sized per N EC, based on nan>epla!ti mirnmnrri circuit ampacity (MCA) except lhe RTAA 130 ?IS Inn 460V and b/bV units. 38 Controls A microcomputer-based controller controls the air-cooled Series ff chiller. The microcomputer controller provides better control than past controls as well as several new, important benefits. iViicrocomputer Controls Adaptive Contror Microprocessor The microcomputer-based controller allows Trane to optimize controls around the chiller application and the specific components used in the air- cooled Series R chiller For instance, the compressor protection system is specifically designed for the air-cooled Series R chiller A new leaving chilled water temperature control algorithm maintains accurate temperature control, minimizes the drift from setpoint and provides better building comfort. The microcomputer control incorporates improved chiller start-up, bad limiting, lead/lag, and compressor mn time equalization functions into standard chiller operation. Interface with outside systems such as building automation controls is flexible and easy. Figure C-1 — Microprocessor Operator Interface For RTAA 130-400 Figure C-2 — Clear Language Display (UCM) 70-125 OF»ERATING DISPLAY-MENU 0 Menu Number Operating Code Last Diagnostic Codes ottier Diagnostic Codes Active Chilled Water Set Point Evap. Entering Water Temp. Evap. Leaving Water Temp. /»A\ie Current Limit Set Point • TTT A a C D Cofnpntaor Running SET POINT DOWN j I DISPLAY I I SETPOINT UP CHILLER • AUTO REMOTE AUTO LOCAL STOP^ESET RDRPWB SERVICE DISPLAY-MENU t P M«nu Numoer 10 Front Panw ChiHvd w«!«t Set Pom) 11 Oewgn 0*iti Ttmp S*\ Po>nt 1 ? O^f ential To Sun Set Pomt 13 Front PaotI Current Lim«l S«t P«fM y* Outdoor Air Temo. (Oplwai) 15 Low A>n(Mem LocKoul d/E (Ool) 16 Low Amb Lockout SM Point (Opt.) 17 Zona Emr VWr Temp fW/C OW I IS Coo<3 Lvfl Wtr T«mo (W/C Opl i 19 ICS Address tOpiiona)) SERVICE I>SPLAY-MENU 2 P M«nu NumMr 20 Compressor Mod« 21 Comprtuor Suction RI9L Itmo. 22 SWurWK} Ev»por»tor Rigt Temp 23 E««por«lor RalriQerant Pm»ur* 24 Saturated Condenser Rtgi Temp. 25 Contienser Rdtngerent Pressure 26 EXV Test d/E (SlOD/neMlonlyl 27 ConxxesscFT * RLA 36 4bljne VOdl lOpiiontll 29 Cooiprissor Slvts (Oottonal) 2A Compfessor Hours lOplionall • TTT A B C D Flastiind Cprsr/CKl Oaia AUXIUARY OPTIONS-MENU 3 P Menu NumDer 30 Extemal CtnltmS Water SW Pomi o/E 31 Extemal Current Llml Set Po<ni d/E 32 Ice Macnme Corirol d/E 33 Active ice Terminatiori Set Pomi 34 Front Panel ice Termination Set Poml 35 Return Reset d/E 36 Zone Reiei d/E 37 Outdoor Reset d/E 3B tteMt Rtuo Set Pomt 39 Sun Reset Sei Point 3A Maumum Reset Set Pomt 39 Controls I Simple Interfece With Otiier Control Systems Microcomputer controls afford simple interface with other control systems, such as time clocks^ building automation systems and ice storage systems. Wiring to tfie unit can be as simple as two wires! This means you can have tiie flexibility to meet job requirennents while not having to learn a complicated control system. Safety Controls A centralized microcomputer offers a higiier level of machine protection. Since ttie safety controls are smarter, they limit compressor operation to avoid compressor or evaporator failures, thereby minimizing nuisance shutdown. The Unit Control Module (UCM) directly senses the control variables that govern tfie operation of the chiller motor current draw, evaporator temperature, condenser temperature, etc. Wiien any one of the variables approaches a limit condition wiiere the unit may be damaged or shutdown on a safety, the UCM takes corrective action to avoid shutdown and keep the chiller operating. It does this through combined acttons of compressor slide valve modulation, electronic expansion valve modulation and fan staging. The UCM optimizes total chiller power consumption during normal operating conditions. (During abnormal operating conditions, the UCM will continue to optimize chiller p)erformance by taking tfie corective action necessary to avoid shutdown. This keeps cooling capacity availatile until the problem can be solved. Whenever possible, the chiller is allowed to perform its function; make chilled water In additkin, microcomputer controls altow for more types of protection such as over and under voltage! Overall, the safety controls help keep the building running and out of trouble. IMonitoring And Diagnostics Since the microcomputer provides all control functkxis, it can easily indicate such parameters as leaving chilled water temperature and capacity stage. If a failure does occur, one of over 90 Indlvidiial diagnostic and operating codes will be used to indicate the problem, giving more specific information atxjut the failure. All of the monitoring and diagnostic information is displayed directly on a microcomputer display. Interface With The Irene Integrated Comfort" Systam (ICS) When the air-cooled Series R chiller is used in conjunctron with a Trane Tracer® system, the unit can be monitored and controlled from a remote locatbn. The air-cooled Series R chiller can be controlled to fit into the overall building automation strategy by using time of day scfieduling, timed override, duty cycling, demand limiting, and chiller sequencing. A buikling owner can completely monitor the air- cooled Series R chiller from the Tracer system, as all of the monitoring information indicated on the inicrocompHJter can be read off the Tracer system display. In addition, all the powerful diagnostic information can be read back at the Tracer system. Best of all, this powerful capability comes over a single twisted pair of wires! fiir-cooied Series R chillers can interface with many different external control systems, from simple stand- akxie units to ice making systems. Each unit requires a single-source, three-phase power supply and two 115-volt power supplies. Wfien an optional control power transformer is used, a single 115-volt supply handles both the evaporator heat tape and the unit controls. For basic stand-alone applications, the interface with outside c»ntrol is no different than for other Trane chillers. However, the RTAA units have many features that can be used to interface with building control systems. Standard Features 1 External Auto/Stop A jobsite provided contact closure will turn the unit on and off. 2 Chilled Waterflow Intertock A jofcisite provided contact closure from a chilled water pump contactor or a flow switch will allow unit operation if a load exists. This feature will allow the unit to run in conjunction with the pump system. 3 External Interlock A jobsite supplied contact opening wired to this input will turn the unit off and require a manual reset of the unit microcomputer This ctosure is typically triggered by a jobsite supplied system such as a fire alarm. 4 Chilled Watar Pump Control (70-125 Ion Only) Unit controls provide an output to control chilled water pump(s). One contact closure to the chiller is all that is required to initiate the chilled water system. 40 Controls Optional Features 1 Communication Interface Capability for communication with one of the following control devices: a Trane Tracer® Building Automatton Systems b Remote Display 2 Extemal Chilled Water Set point Altows the external setting independent of the front panel set point by one of three means; a) a remote resistor input (fixed or adjustable), b) a 2-10 VDC input, or c) a 4-20 mA input. 3 Extemal Cunrent UmK Set point Allows the external setting independent of the front panel set point by one of three means: a) a remote resistor input (fixed or adjustable), b) a 2-10 VDC input, or c) a 4-20 mA input. 4 Remote Running and /Uarm Indication Contacts The unit provides three single-pole/ double-throw contact closures to indicate that a failure has occurred, if any compressors are running, or if the compressors are mnning at maximum capacity. These contact closures may be used to trigger jobsite supplied alarm lights or alarm bells. 5 Ice IVIaking Control Provides interface with \ce making control systems. 6 Chilled Water lemperature Reset Reset can be based on return water temperature or outdoor air temperature. The next section reviews the recommended interface with the following control systems: Stand-Alone Unit Integrated Comfort" System Interface Non-Trane Building Automation Systems Ice Making Systems Remote Display Each system description includes a list of those features which must be used, those features which can be used and which external Trane device is required. Interface Wrth Other Control Systems STAND-ALONE UNIT Interface to stand-alone units is very simple; only a remote auto/stop for scheduling is required for unit operatton. Signals from the chilled water pump contactor auxiliary or a flow switch are wired to the chilled waterflow intertock. Signals from a timeclock or some other remote device are wired to the external auto/stop input. Unit sizes 130-400 tons controls do not provide an output to tum pumps on and off and should remain on for a minimum of one minute to altow the unit to complete its shutdown cycle. Rgure C-2 — Stand-Akine Unit Raquired Features 1 External Auto/Stop (Standard) 2 Chilled Waterflow Intertock (Standard) Additional Features That May Be Used 1 Remote Running and Alarm Indication Contacts 2 External Intertock (Standard) 3 Chilled Water Temperature Reset External Irane Devices Required — None Time clock, manual switch or chilled water pump contactor auxiliary. Note; All wiring outside the unit is supplied at the jotisite. 41 Controls I TRANE INTEGRATED COMFORT" System Interface A single twisted pair of wires tied directly between the air-cooled Series R* chiller and a Tracer* system provides control, monitoring and diagnostk: capabilities. Control functions include auto/stop, adjustment of leaving water temperature setpoint, compressor operatksn tockout for kw demand limiting and control of tee makir\g mode. The Tracer system reads monitoring information such as entering and leaving evaporator water temperatures and outdoor air temperature. Over 60 individual diagnostic codes can be read by the Tracer system. In addition, the Tracer system can provide sequencing control for two to six units on the same chilled water loop. Pump sequencing control can be provided from the Tracer system. Tracer ICS is not available in conjunction with the remote display or the external setpoint capability. Required Featin«s 1 Communications Interface ll\rrERFACE WITH OTHER BUILDING AUTOMATION SYSTEMS The air-cooled Series R chillers can interface with non-Trane building automation systems via hard wire connections. Several capabilities may be utilized: Required Features 1 External Auto/Stop (Standard) Additional Features That May Be Used 1 Chilled Water Temperature Reset 2 Ice Making Control Figure C-3 — Tracer ICS System Interface External Trane Devices RequircKi 1 Tracer 100 System or Tracer Chiller Plant Manager Pumps Tracer* Chiller Plant Manager Note: All wiring outside the unit is supplied at the jobsite. IBM PC with Building Management Network Additional Features Tliat May Be Used 1 External Interlock (Standard) 2 External Demand Limit (Setpoint) (Requires Communications Interface) 3 Remote Running and Alarm Indication Contacts External Chilled Water Setpoint (Requires Communications Interface) 5 Chilled Water Temperature Reset 6 Chilled Waterflow Intertock (Standard) External Trane Devices Required — None Figure C-4 — Interface with Other Building Automation Systems Note: All wiring outside the unit is supplied at the jobsite Controls ICE MAKING SVSTEMS An ice making option may be ordered with the air-cooled Series R® chiller. The unit will have two operating modes, ice making and normal daytime cooling. In the ice making mode, the air-cooled Series R chiller will operate at full compressor capacity until the return chilled fluid temperature entering the evaporator meets the ice making set point. This ice making setpoint is manually adjusted on the unit's microcomputer Two input signals are required to the air-cooled Series R chiller for the ice making option. The first is an auto/stop signal for scheduling and the second is required to switch the unit in between the ice making mode and normal daytime operation. The sigrials are provided by a remote jobsite building automation device such as a time clock or a manual switch. In addition, the signals may tie provided over the twisted wire pair from a Tracer® system. Units from 130-400 tons do not provide outputs to turn water pumps on and off. Required Features 1 External Auto/Stop (Standard) 2 Ice Making Control Additional Features That May Be Used 1 Remote Running and Failure Indication Contacts Figure C-5 — Ice Making System Communteations Interface (For Tracer Systems) 3 Chilled Water Temperature Reset (Indoor zone reset not available with ice making option). External Trane Devices Required — None . Time Clock, Manual Switch, etc., ' to Determine Operating Mode. . Time Clock. Manual Switch, ' etc., for Scheduling. Note: All wiring outside the unit is supplied at the jobsite. REMOTE DISPLAY The remote display option allows the operator to monitor chiller operation from a locatton within the building. Over 60 essential chiller operating parameters can be transmitted tietween the unit control module on the chiller and the remote display via a bi-directional communicattons link. Only one twisted wire pair is required between the chiller and the remote display. In addition to monitoring chiller operation, alarms and unit diagnostics can be read from the remote display. Furthermore, the chilled water temperature setpoint can be adjusted and the chiller can be turned on or off from the remote display. Required Features 1 Communications Interface Additional Features That May Be Used 1 External Intertock (Standard) 2 Chilled Water Temperature Reset Figure C-6 — Remote Display Chilled Waterflow Intertock (Standard) 4 Remote Running and Failure Indication Contacts External Trane Devices Required 1 Remote Display Panel Note: All wiring outside the unit is supplied at the jobsite. 43 Dimensional Data Rgure D-1 ~ RTAA 70-125 Unit Dimensioris , NDOBSTRUCTIONSHECOMil-lfNOtn AREA RCQl^intD FOfl UNIT OPERATION, MAINTENAMCF OOCESS PANEL AlVO AM FLOW M J lA'OWKING CLEAl CLEABANCF PlftNATIOfOAL tlECTRlC CODE ABTfCLE I 10 IS AIH fWW NOOeSTflUCTIDNS -CONTROL PANEl *1 J MOUNTING HOLES. FtEF CLJSTOMCR POWB WWING HOLE LOCATION CNU EIEVATION JL 5 (6 1;.") H r- SiOt ElEVATlOM I Unit Size A B C D E F G K 70 100 492 (T7 3/8-) 1257 2813 14' 1 1/2") (9 2 3/4") 102 (4") 4940 (16' 2 1/2") 2318 (7' 7 1/4") 1397 (4' 7") 1626 (5' 4-) 110 125 479 ir 6 7/8") 1032 3499 152 13'4 5/8") (ir5 3/4") (6") 5626 (18' 5 1/2") 2661 (8' 8 3/4") 1511 (4' 11 1/2") 1930 (6' 4") NO. OF FANS PER UNIT Unit Size 70 80 90 100 110 125 No. Fans Std Unit 8 B 9 10 10 10 115 VOLT a LOW VOLTAGE CONNECTIONS Panel Type L M N p Q XLine Control Panel 889 927 1207 (2' 11") 13' 0 1/2") (3' It 1/2") 1245 *• 1-) 1283 2 1/2") Wye Delta Control Panel 76 13") 114 394 (4 1/2") (V3 1/2") 432 r 5") 470 (!' 6 1/2") 44 Dimensional Data Figure D-2 — RTAA 130-215 Unit Dimensions r NO OBSTRUCTIONS RECOMMtNDED ARE*! REQUIRED TOR UNIT OPEFIATION, UAIKTENANCE. ACCESS PANfl AND AIRFLOW WORKING CLEARANCE PtR NATIONAL ELECTRIC CODE ARTICLE 11016 IM (6"lX3S«<»*"l COVER PLArt CUSTOMER POWER SIDE ELEVATION ENO ELEVATION Unit Size 130 140 518 1187 3651 1013 127 ir 8 3/8") (3-10 3/4") (IV 11 3/4") (3' 3 7/8") (5") 155 200 568 1219 3620 972 152 ir 10 3/8") (4' 0") (IT 10 1/2") (3' 2 1/4") (6") 215 749 1372 3677 737 152 (2' 5 1/2") (4' 6") (12' 0 3/4") 12' 5") (6") Unit Size 130 140 155 170 185 200 215 Nunnber Fans Standard Unit 10 10 11 12 13 14 14 Number Fans Low Ambient Unit 11 11 12 13 14 14 14 45 Dimensional Data Figure D-3 — RTAA 240-300 Unit Dimensions NO. OF FANS PER UNIT - AffF* RtQuinFCifOftur.!' QPEBA'iQN MJl'jThMii'vi PfkNFi '•'•ID AIR fl Unit Size 240 270 300 Std Unit & Low Amb 17 19 21 I 46 Dimensional Data Figure D-4 — RTAA 340-400 Unit Dimensions NO OBSTRUCTIONS FIECOMMENDEO AREA REQUIRED FOR UNIT OPERATION, MAINTF NANCE. ACCESS PANEL ANO AIR FLOW NO. OF FANS PER UNIT Unit Size 340 370 400 Std Unit 8i Low Amb 24 26 28 END ELFUATION - MOlJMTING HOLES LIFTING POINTS (81 SIDE ELEVATION 47 Weights -lable W-1 - Weights Isolator Location Unit Size Units 1 2 3 4 5 6 7 8 9 10 Weight Weight RTAA 70 LBS 616 565 1103 1015 1592 1464 — — — — 8375 6025 KG 279 256 500 460 722 664 — -— — 2883 2732 RTAA 80 LBS 617 568 1105 1017 1594 1466 — — — — 6366 6051 KG 280 258 501 461 723 665 — — — — 2887 2744 RTAA 90 LBS 648 608 1145 1074 1643 1540 — — — 6659 6372 KG 294 276 519 487 745 699 — — — — 3020 2890 RTAA 100 LBS 665 613 1173 1082 1681 1551 — — — 6763 6496 KG 302 278 532 491 762 704 -— — 3067 2946 RTAA 110 LBS 828 836 1220 1232 1611 1628 — — — 7355 6910 KG 375 379 553 559 731 738 — — — — 3335 3134 RTAA 125 LBS 880 863 1273 1248 1666 1633 — -— 7562 7180 KG 399 391 577 566 756 741 — -— 3429 3256 RTAA 130 LBS 1726 1510 1477 1294 1228 1077 979 859 — -10150 9600 KG 783 685 670 587 557 488 444 390 — — 4603 4354 RTAA 140 LBS 1732 1523 1477 1299 1222 1076 967 854 — — 10150 9650 KG 785 691 670 589 554 488 439 387 — — 4603 4376 RTAA 155 LBS 1913 1608 1620 1362 1326 1117 1033 871 — _ 10850 10250 KG 868 729 735 618 601 507 468 395 — -4921 4649 RTAA 170 LBS 1942 1604 1651 1365 1360 1125 1067 886 — — 11000 10400 KG 881 727 749 619 617 510 484 402 — 4989 4717 RTAA 185 LBS 1930 1652 1667 1428 1403 1203 1139 978 — _ 11400 10900 KG 875 749 756 648 636 546 517 444 — — 5170 4943 RTAA 200 LBS 1911 1656 1664 1443 1415 1228 1168 1015 — — 11500 11000 KG 867 751 755 654 642 557 530 460 — — 5215 4989 RTAA 215 LBS 1996 1842 1825 1684 1652 1525 1480 1366 — — 13370 12543 KG 906 836 829 765 750 692 672 620 — — 6070 5695 RTAA 240 LBS 1801 1741 1755 1697 1709 1653 1564 1609 1618 1565 16712 15714 KG 817 790 796 770 775 750 709 730 734 710 7579 7127 RTAA 270 LBS 1854 1752 1824 1723 1793 1694 1763 1666 1733 1637 17439 16403 KG 841 795 827 781 813 768 800 756 786 742 7909 7439 RTAA 300 LBS 1907 1854 1864 1811 1820 1769 1777 1727 1734 1685 17948 16984 KG 865 841 845 821 825 802 806 783 786 764 8140 7703 RTAA 340 LBS 2663 2368 2462 2189 2261 2011 2052 1825 1860 1654 21345 20469 KG 1208 1074 1117 993 1025 912 931 828 844 750 9681 9283 RTAA 370 LBS 2672 2440 2475 2260 2278 2080 2073 1893 1884 1720 21775 20969 KG 1212 1107 1122 1025 1033 943 940 859 854 780 9876 9510 RTAA 400 LBS 2674 2509 2510 2365 2345 2201 2174 2040 2016 1892 22726 21470 KG 1213 1138 1138 1073 1064 998 986 925 914 858 10307 9737 Notes: 1. Operating weight includes refrigerant and 2. Shipping weight includes refrigerant. 3. 70-125 ton units have 6 isolator locations WdtOf 130 215 ton units have 8 isolator locations 240 400 ton units have 10 isolator locations, 70-125 TON 130-215 TON 240-400 TON I 48 Options Low lemperature Brine The unit controls can be factory set to handle low temperature brine applications (0 F to 39 F). Ice Making The unit controls can be factory set to handle ice making for thermal storage applications. Blue Rn" Coil Protection A corrosion protective coating is available on condenser fins for sea coast applications or other adverse environments. Building Automation System Communication Interface Permits either bi-directional communication to the Trane Integrated Comfort™ system or permits remote chilled water setpoint and demand limiting by accepting a 4-20 mA or 2-10 Vdc analog signal. Remote Display In addition to controlling chiller operation from a location within the building, the remote display shall provide the capability to monitor unit alarms and diagnostics. Only one twisted pair is required between the chiller and the remote display. Domestic Hot Water Heater This heat recovery option will recover some of the heat normally rejected to the atmosphere to be used to heat small quantities of high temperature water up to 140 F (130-200 tons only). Chilled Water Reset This option provides the control logic and field installed sensors for either load based (return water temperature) or temperature based (ambient or zone) reset of leaving chilled water temperature. Architectural Louvered Panels Louvered panels cover the complete condensing coil and the service area beneath the coils. Coil Protection Louvered panels which protect the condenser coils only. Access Protection A coated wire mesh which covers access area underneath the condenser coils. Control Power Transformer This option eliminates the need to mn separate 115 volt control power to the unit. A control power transformer is factory installed and wired. A separate 115 volt power source is required for 60 Hz heat tape. Low Ambient Option The low ambient option consists of special control logic and fans to permit low temperature operation. Low Ambient Lockout A factory installed ambient sensor and control logic can prevent starting below the recommended temperature. Non-Fused Power Disconnect Switch A non-fused disconnect switch with through the door handle is provided to disconnect main power Remote Evaporator Available in 130-200 ton sizes, this option provides an easily installed, pre- engineered method of installing the evaporator remotely indoors. (Refer to RLC-CS-2A for additional information.) 49 Typical Wiring Diagrams 0- CUSTOUOr MK SCLCCIION FMLC povfcn WRC sofcnoN TO DKCOHNICT SWTCH (ist) UMT WOLnct OOCONNeCT SWTCH size CONNCCTOff MRC MMGT 200.2W 400 (1) - VO TO 250 ueti ni - J/0 TO SOO UCU 2}9 1/0 ID 300 MOI 2» |4 » i/J ao zoo.zx 400 (1) - 3/0 TO 250 UCU (II - 3/0 ID 500 UCK ao }4e.W0.<00.4W 325 1/0 fO 300 UCU ao STS 225 14 ID 4/0 90 ao too (21 - 4/D 10 3S0 UCU 90 230.34«,jao 400 (1) - 3/0 TO 250 UCU (11 - 3/0 to 300 UCU 90 400.4W.S75 125 2/0 ro 300 UCU 100 200 flOO (21 - 390 n SOO UCU 100 2» «00 (21 - 4/0 TD 330 UCU 100 M.aB 400 (1) - 3/0 10 290 UCU (!) - 3/0 TO SOO UCU 100 400.440.575 225 2/0 ID 300 UCU II0.12S 300.2X 800 (21 - 390 ID 900 UU II0.12S i*6.jac.400.*«o 400 (1) - 3/0 TO 290 UCU (1) - 3/0 TO SOO UCU II0.12S 575 225 2/0 TO JOO UCU UMT SfC IMT muct rmaui tuxx aa COMCCnM MC WNCC 70 - tIS 20a.2«l 7<0 12 n> 500 UCU 70-125 M.ND.400.4W.S7S 335 M TO 390 UCU COWTHOt IHHE SCIXCTQN rOB 30 VOLT OP L£SS OHCUTS - Sg WQTt 7* FUSE ocscppnoN UNIT SIZE umt voLjaa FUSE TW»E FUSE SIK coNocjisc* rm Fust (in-IFJ, irT-(P9) Ml Hi. CLASS nodow) 40 «#* wvnrTCK/Aimi-TnwtsFonytR njsc Hi. CLASS CC (eoov) « AM^ wvnrTCK/Aimi-TnwtsFonytR njsc Hi. CLASS CC (fOOV) 6 WIP COHraOL CMCurr FVSC (tFtS) HX Mi. CUSS cc reoov) 10 4MP powtH caNma m*«sfo«MEP fUSE (IFift-iriT) 1000 n cms CC (•OT) 9 powtH caNma m*«sfo«MEP fUSE (IFift-iriT) 1000 n cuss cc (fOW) 4 JIMP powtH caNma m*«sfo«MEP fUSE (IFift-iriT) 1000 n MOW cuss CC (loav) 4 dHP powtH caNma m*«sfo«MEP fUSE (IFift-iriT) 1000 n 97W CLASS cc {WOV) 4 MiP CPU * MCSP Fuse (lUIFI.IlHFt * luyi) ALL AIL BUSS CMC-1/4 LlfTLEnnC 2M.2» 0 » M» 5>20nim £)tV fuse {IU3F1) HX MX BUSS cuc-Vto UnUFlfSE 2».J00 0.30 MP CSH n/St (lU7r2) MX Ml BUSS CIIC-2/lO imtCFUSC 2J9.200 0.20 AMP I WiW IKS MPCMC WtCCMMPWP ««iciut MTCMSK oHom —• to ott rr MitunMUM CMMOM i. CMmON - 00 HOI CMCmZC UMT \mL CHECK OUT /7] ««o>r 'IT FOM nvrat COMCCTIOMS TO *ma —' CMUO mtm XTPQMT ««M * - 20 M* OR A 0 NOT UNO. fO. nc opowwi IMMUM. ron iKMrai <3 ssF!U'«jpss??r2'i?4'r^ MOT UMD. m IMC omMom MMMM. tvm marmt <^ SK Msr -r ron ooMucn (M #IKC or «C ZOMI <|X] Kx-iMowc coMMn (CHM01 K usee wnw < ^7] O0MMUNW3WXH MKIWICt 1^ w>E-OfLU cum nHMrnoM sTMnnt comm. nm» mtmnmm <[M] UMT OSCONMCCr. MM-rVSID OMlfD MIDI ttacT - Nnuw mrc* <3 •VCT - OMDOM m <T] CHUEP MID» mcf - MiC Ml (CMMOr K <21 *«W LOCKOOT <[s] omuD WKH run sawnx (HOT NEOUMED ny {T^f'NSCT V SRIft ,—Hh— I s«i StO» I SKI (I> ID 3«20 i--|>IH>-- I orrovML r (I> 17;== <II A I CM K*\ •t4-f—I 50 Typical Wiring Diagrams 70-125 Tons zo Hi na» MM UUSI ae M DCCOMMMCC WIM nc NUKMU. EUCTWCM. cooc (MX), sttic MO uwM KouiioaMrs. ouTsw nc uMia svues. oncn couvfucs jimjcwu Mtnom. rtn/im LOCM WOUWCMCMS s»ua itpptr. /JU TO« i»"s *niowi n« awraoL PQMIF TmHTmucfi ("i) UFim. nc cusraNOi MUSI |i«0M0C COMINOL KMC* OF ns n xonz. SB«U PMttC. 790 «M nc CONIMX PDMK MMSfQMCM (Ul) « SnMOMQ ON SO nam vim ^ ran Ml UNiR. nc »ctr tipc IWS1 K PMDCO FMM * SMMH CUSMWOI Cz3t cusmcn sMF<un CDHUCTS uusr K ooiMtiau «mi om CMCWT IIWDC. AM RcasiM uku. SLva 0* com KAICD eofucn m ICCOHHENQCD (TS 30 VOLT on LESS ONCW. 00 MOT RUN M COWRICT «IH MOCR VOLTNX cMcuRS. tl* WIG. sa sofcnoM utu. ^ mmM nj(tr own- cQNwcr mnK v lis wc. fMR MIAH. IJW SOUD. 'TEU) wo {UCnCM LOWHO IS HOT TO CKOTT nC rSUCMMC MMCS. lUIKiM) 1UIKIJC lUllQJND )UIU.MC 1UIU.)V • StMOWO n.(n DUTY MTMC (»X POWEIt rACTOtt). ^27} * DnowM. cmojn uKkour « imz> OK cxi • cur jmrot vr ON cMOfr |> MP SPUCE 454 AND TO n« fCMDUM. Off ET«9 OF IMC JUMFOI. FOP ORCW n CUT MUPOt «M AHO MXC AMD 4«0 IQ IMC WOMQiM. CUT eios OP nc JUMPER <Cnl CMuxD wcP ruup CONTHOL mou nwc unn UCM UOOUU. CHUEJI WATT* mim IS tCW^RCO n (KMC A mmmju OF I IMVIE VICR A OOMMWO TO IDRMkll CHIUR qPCMnOH (in «U FWMX HUE DSUV COMIACIS). CMLUD WVff SniCH OOMM) SMTCM (SS3J S COWCCCD TO nC UCU ocmui /nmJ/yoF MVT MPffCD jPiV'ts ictr IMT HMMSFOWC* trt-(OpnoM«L} ts mmb FW vQiT (V0IMOH. r iwn ts 10 IC OPCMIEO OM A JOO VOLT KWR sum.r, NK-COMNCO US SMCWt M MSO '0*. KPROCMM 'UMt IPC WLtACT « S0MCC 3CTTIMC UEMU OF CUM UMHMGC DBMAT moU 415 TO 3tO ^-^ 4IS ^33 «v KX. 14 fCJ" v^^n CMt ^ sa MStMlADOM. QMnUttN. * 51 Typical Wiring Diagrams I . bASHCO UNCS MDtCATI RCCCMMENOCD FTELO WRINC BV 0»«H1. PHANTOM UHCS INIHCATC ALJOniATi OPCUIT^ CW AVMLAOU SMJES 0»T10N. CHCO SAUS CmOV> ro OCTntUMC r wftiNs IS «toy«CD FOB SPccmc OPTIOHS "ttli CHEO! OUT AHC STAPT-Uf tCTiONS TC PROGRAW AN CX ac nv* [)*• * 2 - IP W 9 MOT USeO- SEC 1>C OPCRATOKS UANUM. FOR I^STTHI VJUJJCS <n SCE WSERT TT FOP Rt3l*T0« CO»*NEC"nONS To P^OCHAM AN EXTtROAL ^ ' CUPPENT UMIT SnPONT IPMtM A-MrnAOPAJ-IO ^OC SCHAL IS HOT (iSCO SEI me ai>ERATQrrs ron opnoMAL ii POR RESeiTM VAUiCS. •^A \ iCE-MACMWtt COWTFOl (CAHNDT BE USEB OPf L) J COMMUWC*nOMS TMISOFACE <fD~l RTrt-KLTA a.OSU> TBANSTIOK STARTEH CONTTKJl POWER TRANSTOPUfR (TT} iwn DisaxHEC-!. nix-njstD Ol CHn.LED WATER R£St: - HtnjRX WAItR on Cmi^ff WATEJ* HMCT - Ol/TDOO* *<R <^ OtLLED WATER Rf.SfT - ZONt AW (CAWNOT BE UStP WITH C^T A> I LOU AweCMr LOCKOin <5] OCLUKE f-Mlui-f MCOOl-E {tUIJ INCLUDES • REMOTt ALARM\RUNrJINC\UAX CAf-ACiTY CQfJiACTS • WSPLAI' Of T. V0LT5 • ttSFLAY OF S-'hRTS AM[> HOURS 8" SOMPHESSOR • UNDER/OVER VOLTf>Ct PHOTtcriOW <^T] CHltLED WATTW FLOW SWITl!-' it'.^' ftffjmCV fCW 0«JJ:« PROTECTION) MHINC AMD ^OWTAC" RE Qli WEM EH TS: 30, All HEU) wpwc UL/rr ec m ACCOROAMCC MT^ TVE NAUONAL EIZCTRICAL COOC (UeC). STATE, MD LOCAL RetX»lPE»«N75. OjrSM TME UWIED STATES. QTHZR COUMTT^JCS AfPLlCABLi: NATKMAI ANP/OS lOCAl RCCM^KEMEHTS SHAU. APPLY <^ <2l] <II] FOP OMITS WITMOU^ TME CONTBOL POWtft TRAWSFOPMEH (ITIJ OPnOK TW CONTirOL POWEF " " 30 TMPJ JOO TOM UN (ITT) IS STANOAAb OM 30 HCRT? ONIT&. rOR *U. UNITS. THE HEAr TA« MUST BC PtMCRCD FRpU i FROVnCC 1IS VAC. 420 WATT SOURCE 300/Z3Q/*3D 230 VAC. 4ID WATT SMKZ TOR J46/580/*15 l""" HEAT RECOVERV HE*r TAPE 14 224 WATT^. SCLERA TT CUSTI>CR ItMNfMUM CONTACT PAHNO Al ill VAC « 9VA IMROSM, \SVA SLAUP. n£JX WWETI £LECn»iCAl LOACXMS IS HV TO E«CFE[J THt FCruOWNO UMT VZC unrr WOLTJUI nscoNHCCT SMTCH site CONNCCION «MC RANOC aooi/nev MNZ 4O0 MriP (») - 3y« 10 JSO MCU 19S.I70 TON CHT ft aao/am POKZ 1M,1«atSS TON Miv.an/viav HMZJ 4«O MHI T7ti,ia9 rm 3P0/419V WH£ 41 lOV HHZ 90O TON STBV MH2 130.140 TON MOV «OHZ i3o.i4o.iaa.iTD.)as TOH B75V MM2 310 AUP {tJ - 280 TO SOO MCU 155,170 TON OCT «1 300/190V •00 AHP (a) - aso TD SOO ueu ie&.W TOU OCT #140 Ma/2SM tOMZ SOO TOM M0/419V AOHZi «ttv BOHZ 17O.TS3.200 TOH MV B0H2 105.170.185,300 TDM powcp wm sucncM TO oacowccT SMTOH (TST) ST UNCT Size UMT Va.TAdC 1 mtMNAL BLOCK SiS COUMECTDP WPC ftAMQC \X~2O0 TON 700/230 CKT ft * IS 1 M (2> - #2 TO 000 MCU 130-200 TOH M«V,3K>/4iaw MHZ)JHV.4«0<9W MHf 1 (2> - #2 TO 000 MCU WWC azc hUJMMU IfMSW POM KHWH If ADS M iUK B0OO FT M AMI 2000 FT te ANS tooo n nne PKPLAcacNT KiccnoH njSE 0C9CPIPTKM IMT Size UMT WLTACC f\m rim ruse PZE CQMOCMSEP FAM fUSC (TFI - tnZ) ALL Ml ctASs iwca(«oov? U AAT CONTROL CaiCUlT FUSE (1F1S) ALL ALL 10 AHP OONTROL POWER IWAHVOPUCP FMC [1FI«-iri7> ALL CLAo NK9 (aoov;; 9 AWP OONTROL POWER IWAHVOPUCP FMC [1FI«-iri7> ALL CLASS i»(S (MMV} a ANP OONTROL POWER IWAHVOPUCP FMC [1FI«-iri7> ALL S4PV a(MZ CLASS RKS (tOOV) il MIP OONTROL POWER IWAHVOPUCP FMC [1FI«-iri7> ALL 4MV.97SV MHZ ClAIS RKS tOOOIrt 4 AMR CHUXR MOOIAf (U/1) AMD CFRSR nrOlECTlON MODULE {1U4 * IU9. AU Ml •uai aMc-t/4 UrTL£FUSE 2».260 0.29 AM> MCMH Exv MOouLC ruse (lun) AU AU •USS OK-9/10 UTTLCnjSE 23B JOO 0.30 AMP OPTIONS MODULt Fmt (1uaF3> ALL ALL •USS 6MC-Z/tD L/T-orruse 151.200 0 » AMP • STAMOARa PILOT [1I.IT1 RATING (35r PtWtR f"AC50P) AS S*^PtD 200/230 BOHI ASt MD/415 60H2 ^flXT UHIT TPANSTORUEF 'T!-(OPTIOMAL) ts WR«EO rOR aOC ANO 413 VtXI OPERATION IKWECnvtlT. * UHIT IS TO RE OPEHATCO Oh A Z30 OR NO <^T POlCR U.IPPIY. RE-OONNECT AS SN0«N IM IMSET *0*: W THE CHILUR MOOHJU (H/l) UPCRAOf (OPTIOH Q) " CMAJ*Ct UCM FACTORV OISPLAT MEN'.,' ITTW 45 FROU 200V ifl »lSV TO 380V ReSPECTiVEi.t 3*6V.3ao/4i5V 50^2. 3«l-',4«DV.57iv hQ»l JWTS REQUIRE MAIN POWIFR CONNECTION OHLT TO iTBl 200/230V 60HZ UNiTS REOUiRE MAIN P01«R COM-KECTiON* TO BOTH I TBI (CKT (n> (CKt #2). POW€P MRIMC fNTTP^. LORD'S RiCJ-T HAMC SOC OP COHTRDL P*Hei_ <S2] ALL CUSTOMEf? CONTT»OL Ci'^CJi' WPiNG MUST — HAVE: A UINMUM RATJNC OF 'iO vex rs ^Jl FOP HELD COHMfiCTlOH. CLT. STRfP AND WIRE NUT E>'^riNr, WWE itiC-o TO nEiC w«iNC. <^ rxE (iJ REi-AT CHJIfUTS CAM BC PB^JGRAMWEO TO ' PESFORM ALTERNAIT FUtHCIOWS Stl WlAA-lOM- J FOR DFTAiLS fUNCHUN #1 1% r5H0*M OTMCP iHtRINC 15 CITHEP 52 Typical Wiring Diagrams 130-215 Tons 55> ' *o/9o <iI3 • 230/50 27A 23A -J<I!J i<s] 1^ l<EI in , I 1 <D <II IT CONTROL PANEL -Mafia: ALAAM «LAT («(.0.) -52* -*»Tr='— ID E> I "sis S2t ^ ' <H.C> I - 537 <>Q-o UWT RUNHmC RCLAV {M.O-} I -529 ^^ UNIT HI>#««G^RELAY <K.C) - 530 MAX CAPAOTY.PO-AT (M-D.) -532 — Jff— rtl>*M>G RCLA CAPAOTY REU . _., CUSTOUtR PROMOED | <3il ir ITBI II 11 II 1TB2 OR 9 9 9 ATTACH II CROUtCOU 9 9 9 <S1 1^ 1 53 Typical Wiring Diagram 240 400 Tons I DAS»tfD UNES INDICATE RECOUMEMOED FIEVD WIRING 8> OTMtPS. PHANTOM Lines IM&CATC ALTERNATE C1RCLWTRY OP AVAiLMHjE SALES OPTION. CHCCF SAUS OROER TO DCTCRkPNC » WRMC IS PCOUtREX) FOR SPECIFIC OPTIONS E iCCh COMPLETED CHEC" OUT ANC $TAi»i-UP SEC IMSERT 'A' ^OR SESlSTOB COHMECTIONS TO PROGRAM AN EXTERNAL ^ ' CMUXO WATER SCTPONt WHEN 4 - 30 mA QP * 2 - 10 wOC SfCwAL IS HOT UUS set THE OPfRATORS MANUAI roR RESlSTOW VALUES. ^3~l Stt IMSCRT T FOR RCSSTOR CONWCnOHS TQ PflOCRAU AN ExTERNAI ^ ' CUP»tNT UUlT SETPOlHT WHEN * - 30 mA OR A 3 - TO ^OC SJCMAL I5 MOT vSED SCE IME OPCPAIQRS MANUAL fO» BtSSTO" VALUCS <f»l ICC IM«T "C" FOR CONTACTS tt* PLACE V T>« ZONE TIM* SINSOR) ' roR OPTIONAL iCC MACHINE COtlTROL - OPTION "A" CT\ ICE-MACMINE COHTROL (CANMQT sf USED AITV^ OPT LJ COMMUMCATIONS INTEMACC <n WTt-OELTA CLOSEO TRANSITION STAATEH' <T1 CONTROL POwEt? TRAMSrORMEH <ir| wiT DISCONNECT, HON-*LIKC (f71 OtLLEO WATER RESET - RETURN W«Tl» WILLED WAItP «:SET - OUTDOOR •« CC\ CHILLED WATER RESET - JONC AJff (CANNOT BE USED WTH OPT. AJ LOW AMICNT LOCKOUT •^0 i DELUWE CHJLLEP MOOULt I'U') HiCLUOtS- • PEMOTt ALARM/WUNNWG/MAX CAPAC'T> CONTACTS • DISPLAY t> K VOLTS • DLSPLA'T OF STARTS AND HOURS BY COMPRESSOFI • UNOER/OVER VOLTAGE PROTECTION <33 CHILLED WATER rUO* SWITCH (NM RfOlHREC «"0« CMILLEP PPOTECTIONT IC AND CONTACT REQURfFMCNTS UNIT SIZE UNIT VOLTAGE DISC iMH SIZE CKT#1/2 CONMCCTQR MRC RANGE CKir/3 340 CAT Jl/; l«/iO,34«/SO WLT M0/419/W fc 4«0/eO VOLT 400/400 (3} - 3/0 TO 250 HCU/(3) - 3/0 TD 130 MCU 340 CAT Jl/; 97S/40 «X1 400/400 (31 - 3^ TO 350 MCHA3) - 3/0 m 230 MCM 270 Ct(T f1/3 J*0/4IS/MI.4aO/« VOlT 400/400 13] - 3/0 TO 39C UCM/O} - 3/0 TO 250 MCM 270 Ct(T f1/3 «0/MJ,J46^ VOLT 900/400 (2) ^ 250 TO 900 HCMA2) - 3/0 TO 350 WCW 270 Ct(T f1/3 ST3/M VOLT 400/400 (2) - TO 150 WCM/(2) - 3/0 TO 390 MCM 300 CMT r/3 346 )SO/4I2/3C.«WJH/I0 WXl COD/400 (3) - ^ TO ftOO MCM/(3) ~ 3/0 TO 250 MCM 300 CMT r/3 475/60 VOLT 400/400 (?) - i/0 TO 290 MCMAai - 3/0 TD 390 MCM >6.3M/4I3/S0.4«0,M0/M Va.T 400/tOO (.Yi - 3/0 TO 250 UCU/C3) - ISO TO 500 MCM 575/W) VOLT 400/400 (11 - 3/0 TO 290 MCM/(a> - 3/0 TO 390 MCM 3T0 C"l #t/? 34e.MO/41 S/50.4M,3M/U VOLT 400/MO (11 - 3/0 TO 250 MCM/(3> - 39D rO 900 MCM 3T0 C"l #t/? iao/«a.34«/90 VOLT fOO/MO (2) - 350 TO MX) Ma4/I31 - 390 TO 900 MCM 3T0 C"l #t/? 579/80 «LT 400/400 f23 - 3/0 TO 290 MCMA21 - 3/0 TD 290 MCM •Ofi CKT 346.300/415/90.4M/S0 VOLT •DO/MO 121 - 250 TO 900 UGMA21 - 290 TO 900 MCM •Ofi CKT H75/KJ VOLT 400/400 (21 - 3/0 TO 290 UCMy(2) - 3/0 TD 290 MCH CUSTOMER WIRE 9CaCTI0H TABlf POMCR WMIE SELCCnON TO OI5C0W«<CT SWITCN < : aCLECTIOM TO \ UNIT VOLTAOe >tf .3en/*lS/ta,4<aJT9.3Bl/»C VOLT QtT j! a443aCi/41S/90,4M,iT3JKI<«l m.1 CKT TERWWAL M-OCK SItt COMMKTOR WWr RANGE ^gj - f3 TO 900 MOW CONTRGt WWE SELtCTIOM FQR 30 VOLT QR LESS CiRCmTt - (3^ - |3 TO 900 MCM MAWWUM LCMCTN FOR SCMSOR UAO« rjSE PEPLACtMEWT sei£cnoN ALL rCkO WRMC MUST BE »* ACCORDANCE WITH THE NATIONAL ELECTRICAL COOC (^Ci. STATE, ANC LOCAL RE0UlPtM£NT5 OUlStOE TME ONlTEO STATES-OTXR COUNTWiES APPL»CAa^ N*1<P»AL ANO/OP LOCAL R€OL«RTMCNTS SN*U APPLY. . LOCA. INSPCCTION AU'HOPITiei INNCCONC MEANS roR UMTS WITHOUT TWE CONTROL PORCR TRANSFORMER (ITI) OPTION. TV^E CUSTOMER MUS' PROV»C CONTnot POWER Cf MS VAC. 00 MERT2. SMOLE PMAJE, IOOO VA ON 3*0 T>WU 40t TON UWlTS- TME CONTROL ROWER TRANSTORMfX (ITI) IS STANDARD ON 50 HERTl UNiT^ roR ALI \mi%. TME MEAT TAPE MUST BE P0«MEWtD fROM A SEPERATE CUSTOMER PROVBCO 119 VAC, 540 WATT SOURCE rOR 4*0.575/90 UNITS; aiO VAC 8*0 WATT SOURCE roc 3aO/Kl UMTS. FUSE OESCRIPTION UNIT Size UNIT VOLTAOE FUlC TYPE FUSE SIZE CONDENSER FAN FUSE (iri - iri2) Aa ALL CLAaS PK9(900Vi 3S AMP CONTTtOi. CIRCUIT ruse (IfiSl AU ALL •USS TVPC S 13 AMP POIKR CONTROL TRANSrORMCn TUSE [1F.fl_iri7) ALL M(JM/tlV9Un/M WLf CLASS RK9 rtoov) 4.0 AMP POIKR CONTROL TRANSrORMCn TUSE [1F.fl_iri7) ALL 490/H «LJ CLASS RK9 rsOOVl 3.3 AMP POIKR CONTROL TRANSrORMCn TUSE [1F.fl_iri7) ALL 975/90 WbT CLASS RK» (SOOVl 3.0 AMP CMlUlR M00UL£flO')*CPRSH PROTECTION MOO'JLE(lL«4-1U7) ruse (HJlFl.lUAfl IUV1, 1U«F1, * lUTri) AU. AU. BUM CMC-1/4 UTTLiFuse 239.250 0.29 AMP SxTQniin EKV MODULE »USt nii3«'«> ALL ALL WBK GMC-3/iO umjETUSt 239.300 0 30 AWP 5>20rwn OPTIONS MODULE r-„SE OUf 3J | ALL frLNS aMC-2/>C IITTUEFUSC 23R.200 0.30 AMP <5i] <m m o <35l 30 «I|.T OR LESS CIWCUiT, OO NO' RUN IN CONDl>lT WtTh HICHER MOLTAOE * ' ORCUITS. USE #14-19 AWO. SEt SELECTION TABLE ^ail MINIMUM CONTACT RATH(C AT IIS VAC 6 SV* INRUSM. ' 3VA SEALED <j7] FIELD WWEO ELECTRICAL L.OACIINC IS NO' TO CKCEEO THE fOLLOWNC itA'iNCS i«'3 r-o-j i-o- E>! 1—V , 0«JTT>OOR TEMP L0j> j SCMSOR aPT5 --o'^^l^^p-- I <Iil . IUl-TB*-2.1 TU' vQLrAGE I SEALED s :l»0. M90- <5§] <3l] an <5I] TB4-2.3 'Ul-TB4-i.4 I 1U1X2.NO . • STANDARD WLOT OVTV »ATlNC (iSJC POWCB FACTOHj £ l'tE0UlRE:>. RENOVE JUMPER ANO INSTALL AS SNfPPCO. 390/415/3O «>LT UNIT TRANSTOPMCR 1 TI IS MRCO ''OP 413 VOLT OPERATION. W UNIT IS TC BE OPEPATEO 0** A 390 VOLT PWWR SUPPLY RE-CONNfCT AS SHOWN "N INSET *0*, r THE CMIuER MODULE (lUl) UPCPAOC (OPTION 0) 19 USED. CHANGE UCM I-ACTOPV OISPLA- MENU ITEM AS FROM AIOV TO 390V. . FOR FCLD CONNECTION. CUT, STRIP, AND WIPE NOT EXlSr.NC MR[. LOOP TO FIELC WHWIMG TME (35 RtLAt OUTPUTS CAN BE P«OC«AMUEO TO PERrOftW A^TtRnATE FJNCTIONS 5£E BTAA-tOM-J FOR Df TAILS FLJfJCflON /I If. SHOWS , ZONE TtUP I SENSOR/ICE WACHIMg CONTROL --AjijfU 501 •a. CHI.LED WATER J -rOmA/D-lOVOC ; EXTERNAL CUflRENT LIMIT _} SETPOIWT *-20mA/0-lO«C J^L"J_, 504 503 -507 - -SOB - Sl-DIRECTIONAL COMMUNICATION INTERFACE 3 TO TT»AC£R OR OTHER TRANE REMOTE DEVICE SHIELDED TWisTCD RAI ^ DEVICE l_ TO MEX' IMPORTANT When there JS O cor^mond to shutdown the chiilcd woter system, the chiiteo woter pump is required to operate for a rnimimum o' nne minute ofter the £yternaJ AUTO/STOP Qives The sh^tcowr corr'mond iia VAC ro« »«o»,j7sif CON; UMTS 220 VAC 'OR >t«,M0/«l3 »0H;. MOV 6(MI L UAMWLUi (USE SIZE 16 AMPS 54 Typical wiring Diagrams 240 400 Tons lo <Si !<«] I 3K1/M lO [J? 9 91 19 ^9 91 J 1TB2 OR 1S2 CONTTiOL PANEL ALAftTREXAMKO'J" J—526 -''•{p ALARM ML*.'' C ) -527 LWIT RUNMHtB RfLAT (M.O.I -S29 - UNIT RLmWNC ItOAT («c.) 1 CAPACITY P 532 O'^Po" 330 - MAXMUU CAPACITY BEIAV (N.O 1 55 Features Summary Trane RTAA Air-Cooled Series Chiller Designed To Perform, Built To Last Reliability ' Proven Helirotor™ compressor design for longer life and greater dependability. ' Fewer moving parts means less parts to fail. Typical reciprocating compressors have 4 times as many total parts and 15 times as many critical parts. ' Adaptive Control™ protects the chiller when any of the system variables approaches a limit condition that may damage the unit or cause a shutdown. The Unit Control Module takes corrective action to keep the unit running. ' Dual circuit design increases overall system reliability. ' Unlike reciprocating designs, this compressor can handle liquid slugging. ' Suction gas cooling allows the motor to operate at lower temperatures for longer life. Performance • Superior full load efficiency (EER 10.0). ' Excellent part ioad performance is achieved without resorting to manifolded multiple reciprocating compressors. ' Use of an electronic expansion valve significantly improves part load performance by minimizing superheat in the evaporator and allowing the chiller to run at reduced condensing temperatures. ' Unique compressor sequencing equalizes not only starts, but operating hours as well. Trouble-free Operation and Start-up ' Adaptive Control™ microprocessor keeps the Series R chiller on-line when others would shut down. > Fewer nuisance trips means less expense from unnecessary service calls. ' Factory installed and tested options keep start-up time and expenses minimized. ' Easy interface capability with the Trane Integrated Comfort™ system via a single twisted pair of wires. ' Optional remote display panel simplifies chiller monitoring/ control. ' Packed stock availability for your ordering convenience. I 56 Mechanical Specifications General Units are leak and pressure tested at 450 psig high side, 300 psig low side, then evacuated and charged. All air- cooled Series R® chillers are factory tested to confirm operation prior to shipment. Units ship with a full operating charge of oil and refrigerant. Unit panels, structural elements and control boxes are constnjcted of 12-gauge galvanized steel and mounted on a welded stmctural steel base. Unit panels and control boxes are finished with a biaked on powder paint and the structural base with an air dry paint. All paint meets the requirement for outdoor equipment of the U.S. Navy and other federal government agencies. Evaporator The evaporator is a tube-in-shell heat exchanger design with internally finned copper tubes roller exp>anded into the tube sheet. The evaporator is designed, tested and stamped in accordance with ASME for a refrigerant side working pressure of 300 psig. The evaporator is designed for a water side working pressure of 215 psig. Water connections are grooved pipe. The evaporator has one water pass with a series of internal baffles. Each shell includes a vent, a drain and fittings for temperature control sensors and is insulated with %-inch Armaflex II or equal insulation (K = 0.26). Heat tape with thermostat is provided to protect the evaporator from freezing at ambient temperatures down to -20 F. Condenser and Fans Air-cooled condenser coils have aluminum fins mechanically bonded to internally finned seamless copper tubing. The condenser coil has an integral subcooling circuit and also provides oil cooling for the compressor bearing and injection oil. Condensers are factory proof and leak tested at 506 psig. Direct-drive vertical discharge condenser fans are dynamically balanced. Three-phase condenser fans motors with permanently lubricated ball bearing and internal thermal overload protection are provided. Standard 70-400 ton units will start and operate down to 15 F ambient. Standard 240-400 ton units will start and operate down to 0 F ambient. Compressor and Lube Oil System The rotary screw compressor is semi- hermetic, direct drive, 3600 rpm, with capacity control slide valve, rolling element bearings, differential refrigerant pressure oil pump and oil heater. The motor is a suction gas cooled, hermetically sealed, two-pole squirrel cage induction nnotor. Oil separator and filtration devices are provided separate from the compressor. Check valves in the compressor discharge and lube oil system and a solenoid valve in the lube system are provided. Mi 57 IVIechanical Specifications Refrigeration CIrcuita Each unit has two refrigerant circuits, with one or two rotary screw compressors per circuit. Each refrigerant circuit includes a compressor suction and discharge service valve, liquid line shutoff valve, removable core fitter drier, liquid line sight glass with moisture indicator, charging port and an electronic expansion valve. Fully modulating compressors and electronic expansion valves provide variable capacity modulation over the entire operating range. Unit Controls All unit controls are housed in a weathertight enclosure with removable plates to allow for customer connection of power wiring and remote interlocks. All controls, including sensors, are factory mounted and tested prior to shipment. All cataloged units are UL listed. Microcomputer controls provide all control functions including start-up and shut down, leaving chilled water temperature control, compressor and electronic expansion valve modulation, fan sequencing, antirecycle logic, automatic lead/lag compressor starting and load limiting. The unit control module, utilizing Adaptive Control™ microprocessor, automatically takes action to avoid unit shutdown due to abnormal operating conditions associated with low refrigerant temperature, high condensing temperature and motor current overload. Should the abnormal operating condition continue until a protective limit is violated, the unit will be shut down. Unit protective functions include loss of chilled water flow, evaporator freezing, loss of refrigerant, low refrigerant pressure, high refrigerant pressure, reverse rotation, compressor starting and running over current, phase loss, phase imbalance, phase reversal, and loss of oil flow. A menu driven digital display indicates over 20 operating data points including chilled water setpoint, current limit setpoint, leaving chilled water temperature, evaporator and condenser refrigerant pressures and temperatures. Over 60 diagnostic checks are made and displayed when a problem is detected. The digital display can be read and advanced on the unit without opening any control panel doors. Standard power connections include main three phase power and two 115 volt single phase power connections for control power and heat tape. Starters Starters are housed in a weathertight enclosure with removable cover plate to allow for customer connection of power wiring. Across-the-line starters are standard on all 460-575 volt units. Star (Wye) Delta closed transition starters (33 percent of LRA inrush) are standard on 70-400 ton 200-230 volt units. An optional Star (Wye) Delta closed transition starter (33 percent of LRA inrush) is available on 70-215 ton 460-575 volt units. Typfcally, Trane Helirotor™ compressors are up to full speed in one second when started across-the-line and have equivalent inrush with similar size reciprocating compressor with part wind starters. 58 77ie Ttane Company Commercial Systems Group 3600 Pammel Creek Road La Crosse, Wl 54601-7599 An American-Standard Company Since The Trane Company has a policv erf contintiouB product improvement it reserves the right to change design and specilicatkms without notice. Library Product Utaratura Product Section Refrigeration Product Rotary Liquid Chillers Model 000 Literature Type Data Sales Catalog Sequence 2 Date January 1994 File No. PL-RF-RiXM)00-DS-2-194 Supersedes RIXM>S-2 1291 Ordering No. m.C-DS-2 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE / Business Name Business Contact . Telephone # — _ ^ , „ Project iMdress . 6^cuo^ ^ii^ City State Zip Code APNIt Mailing Address ' . City / State Zip Code" ^ Plan File# Project Contact j_ The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): Occupancy Rating: 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials /l§?Yjone of These. 4. Flaminable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS IHMDl: If the ansvrer to anv of the questions is yes, applicant must contact the County of San Diego Hazardous IVIaterials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. • FEES ARE REQUIRED. Project Completion Date: ___/__/ Expected Date of Occupancy: / / YES N0_ (for new construction or remodeling projects) • CalARP Exempt Date J Initials • CalARP Required / Date Initials • CalARP Complete I Date Initials Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or IVIedical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds 200 cubic feet, or carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal fo or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 4 or 5 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.ora/info/facts/permits.pdf, and the list of lypical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Search the California School Directory at http://viww.cde.ca.aov/re/sd/ for public and private schools or contact the appropriate school district). _ Has a survey been performed to determine the presence of Asbestos Containing IVIaterials? ^^8^ Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Ci Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Jecjare under penalty of perjury that to the best of my know/ledge an(5^e Name of OwnecOTAuthorlzed Briefly describe proposed project: ISJfC^ciL^ f^^fpci'p- made herein are true and correct. Owner ( Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. BY: OR OFFICIAL USE ONLY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD % Of s^^ *A stamp in this box onlv exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9)71 (02/11) County ofSan Diego-DEH-Hazardous Materials Division LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE • Battery Manufacturing/Recycling • Boat Yard • Car Wash • Dealership Maintenance/Painting • Machine Shop • Painting • Radiator Shop • Rental Yard Equipment • Repair/Preventive Maintenance • Spray Booth • Transportation Services • Wrecking/Recycling CHEMICAL HANDLING • Agricultural supplier/distributor • Chemical Manufacturer • Chemical Supplier/Distributor • Coatings/Adhesive • Compressed Gas Supplier/Distributor • Dry Cleaning • Fiberglass/Resin Application • Gas Station • Industrial Laundry • Laboratory • Laboratory Supplier/Distributor • Oil and Fuel Bulk Supply • Pesticide Operator/Distributor CHEMICAL HANDLING • Photographic Processing • Pool Supplies/Maintenance • Printing/Blue Printing • Road Coatings • Swimming Pool • Toxic Gas Handler • Toxic Gas Manufacturer METAL WORKING • Anodizing • Chemical Milling/Etching • Finish-Coating/Painting • Flame Spraying • Foundry • Machine Shop-Drilling/Lathes/Mills O Metal Plating • Metal Prepping/Chemical Coating • Precious Metal Recovery • Sand Blasting/Grinding • Steel Fabricator • Wrought Iron Manufacturing AEROSPACE • Aerospace Industry • Aircraft Maintenance • Aircraft Manufacturing OTHERS AND MISCELLANEOUS a /\sphalt Plant • Biotechnology/Research • Chiropractic Office • Co-Generation Plant • Dental Clinic/Office • Dialysis Center • Emergency Generator • Frozen Food Processing Facility • Hazardous Waste Hauler • Hospital/Convalescent Home • Laboratory/Biological Lab • Medical Clinic/Office • Nitrous Oxide (NOK) Control System • Pharmaceuticals • Public Utility • Refrigeration System • Rock Quarry • Ship Repair/Construction • Telecommunications Cell Site • Veterinary Clinic/Hospital • Wood/Furniture Manufacfuring/Reflnishing ELECTRONICS • Electronic Assembly/Sub-Assembly D Electronic Components Manufacturing • Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any ofthe following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL COMBUSTION ROCK AND MINERAL 47 - Organic Gas Sterilizers 34 - Piston Internal - Combustion Engines 04 - Hot Asphait Batch Plants 32 - Acid Chemical Milling 13 - Boilers & Heaters (1 million BTU/hr or larger) 05 - Rock Drills 33 - Can & Coil Manufacturing 14 - Incinerators & Crematories 06 - Screening Operations 44 - Evaporators, Dryers & Stills Processing 15- Burn Out Ovens 07 - Sand Rock & Aggregate Plants Organic Materials 16 - Core Ovens 08 - Concrete Batch, CTB, Concrete Mixers, Mixers 24 - Dry Chemical Mixing & Detergent Spray 20 - Gas Turbines, and Turbine Test Cells & Stands & Silos Towers 48 - Landfill and/or Digester Gas Flares 10 - Brick Manufacturing 35 - Bulk Dry Chemicals Storage 55 - Chrome Electroplating Tanks ELECTRONICS OTHER 29 - Automated Soldering 01 - Abrasive Blasting Equipment COATINGS & ORGANIC SOLVENTS 42 - Electronic Component Mfg 03 - Asphalt Roofing Kettles & Tankers 27 - Coating & Painting 46 - Reverse Osmosis Membrane Mfg 37 - Plasma Arc & Ceramic Deposition Spray FOOD 51 - Aqueous Waste Neutralization Booths 12 - Fish Canneries 11 - Tire Buffers 38 - Paint, Stain & ink Mfg 12-Smoke Houses 17 - Brake Debonders 27 - Printing 50 - Coffee Roasters 23 - Bulk Grain & Dry Chemical Transfer & Storage 27 - Polyester Resin/Fiberglass Operations 35 - Bulk Flour & Powered Sugar Storage 45 - Rubber Mixers 35 - Bulk Flour & Powered Sugar Storage 21 - Waste Disposal & Reclamafion Units METALS SOLVENT USE 36 - Grinding Booths & Rooms 18 - Metal Melting Devices 28 - Vapor & Cold Degreasing 40 - Asphalt Pavement Heaters 19 - Oil Quenching & Salt Baths 30 - Solvent & Extract Driers 43 - Ceramic Slip Casting 32 - Hot Dip Galvanizing 31 - Dry Cleaning 41 - Periite Processing 39 - Precious Metals Refining 40 - Cooling Towers - Registrafion Only 39 - Precious Metals Refining 91 - Fumigation Operafions ORGANIC COMPOUND MARKETING 56 - WWTP (1 million gal/day or larger) & Pump (GASOLINE. ETC) Station 25 - Gasoline 8i Alcohol Bulk Plants & Terminals 25 - Intermediate Refueiers 26 - Gasoline & Alcohol Fuel Dispensing NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (02/11) County of San Diego - DEH - Hazardous Materials Division INDUSTRIAL WASTEWATER DISCHARGE PERMIT , , , SCREENING SURVEY Date 4/2// Business Name S^^^A^ '^~Fiyt^ Street Address ^2-gt3 ^5/^ 0^ Email Address ^g?^^ r2g^^;C<pt^ ^/APUM<d^(^ k-^S'W^'^ / OOtA^ PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) V' Check all below that are present at your facility: f Acid Cleaning Assembly Automotive Repair Battery Manufacturing Biofuel Manufacturing Biotech Laboratory Bulk Chemical Storage Car Wash Chemical Manufacturing Chemical Purification Dry Cleaning Electrical Component Manufacturing Fertilizer Manufacturing Film/X-ray Processing Food Processing Glass Manufacturing Industrial Laundry Ink Manufacturing Laboratory Machining / Milling Manufacturing Membrane Manufacturing (i.e. water filter membranes) Metal Casting / Forming Metal Fabrication Metal Finishing Electroplating Electroless plating Anodizing Coating (i.e. phosphating) Chemical Etching / Milling Printed Circuit Board Manufacturing Metal Powders Forming Nutritional Supplement / Vitamin Manufacturing Painting/Finishing Paint Manufacturing Personal Care Products Manufacturing Pesticide Manufacturing / Packaging Pharmaceutical Manufacturing (including precursors) Porcelain Enameling Power Generation Print Shop Research and Development Rubber Manufacturing Semiconductor Manufacturing Soap / Detergent Manufacturing Waste Treatment / Storage SIC Code(s) (if known):, Brief description of business activities (Production / Manufacturing Operations): Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal/day): List hazardous wastes generated (type/volume): Date operation began/or will begin at this location: Have you Yes Signature ENCINA /or a Wastewater Discharge Permit from the Encina Wastewater Authority? If yes, when: Site Cc^tact »^j^u "OE fg-^K/l'Z^ Title Al^-C^./T^^^^TT" Phone No. TEWATER AUTHORITY, 6200 Avenida Encinas Carlsbad, CA 92011 (760)438-3941 FAX: (760)476-9852 DISCHARGE PERMIT EXEMPT LIST The commercia! enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be refen'ed to EWA Source Control staff. Automobile Detailers Barber/Beauty Shops Business/Sales Offices Carpet/Upholstery Cleaning Services Childcare Facilities Churches Community Centers Consulting Services Contractors Counseling Services Educational Services (no auto repair/film developing) Financial Institutions/Services Fitness Centers Gas Stations (no car wash/auto repair) Grocery Stores (no film developing) Home-based Businesses Hotels/Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no auto repair/film developing) Theaters (Movie/Live) City of Carisbad Valuation Worksheet Building Division Permit No: Address Assessor Parcel No. Date By JMA Type of Work Area of Work Multiplier VALUE SFD and Duplexes $110.17 $0.00 Residential Additions $131.73 $0.00 Remodels / Lofts $57.48 $0.00 Apartments & Multi-family $98.20 $0.00 Garages/Sunrooms/Solariums $28.74 $0.00 Patio/Porch/Carport $9.58 $0.00 Enclosed Patio $15.51 $0.00 Decks/Balconies/Stairs $15.57 $0.00 Retaining Walls, concrete,masonry $19.16 $0.00 Pools/Spas-Gunite $40.72 $0.00 Tl/Stores, Offices 32,668 $37.12 $1,212,636.16 Tl/Medical, restaurant, H occupancies $50.30 $0.00 Photovoltaic Systems/ # of panels $400.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Fire Sprinkler System $3.11 $0.00 Air Conditioning - commercial $5.03 $0.00 Air Conditioning - residential $4.19 $0.00 Fireplace/concrete, masonry $3,855.98 $0.00 Fireplace/ prefabricated Metal $2,621.34 $0.00 $0.00 $0.00 TOTAL $1,212,636.16 Valuation: $1,212,636 Comm/Res (C/R): C Building Fee $4,394 72 Plan Check Fee $3,076 30 Strong Motion Fee $255 00 Green Bldg. Stand. Fee $48 00 Green Bldg PC Fee $150 00 License Tax/PFF $42,442 27 License Tax/PFF (in CFD) $22,069 98 CFD 1st hour of Plan CheckFire Expedite Plumbing Mechanical Electrical TBD TBD TBD CFD 0 Yes (PFF=1.82%) 0 No (PFF = 3.5%) Land Use: Density: Improve. Area: Fiscal Year: Annex. Year: Factor: Explanation: CREDITS PFF and/orCFD r'LiiMUtHQ, IfiECHAiliCAL WORKSHEET Syisding iDlyisfon 163.71 Faradav .Avenue 760-602-2719 Project Address; Permrt Ho.; irsrarrrioSior, i^eiovj r^ssz to vjm'k beeng dcna on th« cfboy-a meriticned pssrrnit oniy. '^lumbar of mw gr relocated fixtures, traps, or fiocv drains, iefjj buiiding sswer iins? ,.,.„„., %iusT!bsr of mw roof drafiis?,... ,,„.,.. ,.„„..,.,,..... .,„.„„„ rsitaf'/ciiter'Afote!- fine? ..„, „.„.„, Mumbe" of new water heasefv?, ,.,„,„...,..,,., Number of rsew, rsiotated or rspiaced qai ouSist;? „„„ Number of new hose bibs? „..,„.,....,..,„., „„ ,.„.,., Ves Nc X ....... ^_4„ ^ J3... mm Hmtjmepanded lerwice; Number of rNHV csmps-. . Niffor R^^odsl o»7.j.v Vei Ho €Q!?3ffi«rslai/H-E^.5:8slrislt TanCBit improuems?rt: Number o'i salitfag amm invw'vedm ihiiproject: &i^^^C> Humbsnr of Kew amp; Inuok^ci In ih/f project; ¥i&^M Csnsie-iijcSftasf Amps par .O'sns;; Single Phase ...,....„,„„„„,.„..„..„„.„,.,.„,.,„.„„.,.„,„.,. Nursibsr of aew* a, Three Phosa... .,„... NuyyaMB- of nsw amperes f^/f" Thrse Phase *8Djfr!.f^?!^,„„.,C?,|^,„..,.„.,..., fvumber of nsw asriperes <:^''<i^ Hutfh^x of naa' fufnoc®;, .AJ'C, or hsat pumps? „.,.,.„.,..,.„.,„...„ Mevw or ('eiucaKsd di*d: worfe?,.,,..,. „...,.,...„......, .„„„.. iMumbar sot netv fireptecoj? ,„..,.,... „....,.,.„...,... „..-.,.,..,.„.. Numbsr ar nsvu sojbaujt. V0n?T .„„,.,„.,„„„ „,.„.„„,.,. ResQCate/lnstasi vsnt'? .,.,.,„. .„ ., .„,.,..,., Number of n?s*< sxhcsust nood?? .,„..,.. , , Number of new bo'lsn or tDirisreiso?"? .„,„..,.,.. .......... o_ o Number of HP O CB140888 2283 COSMOS CT SKATEOPLEX: CONVERT32.668 SF Oc^M/e^ 7^ /S^^ ^' ' ' " ^-pitxvC^JUiZ^^ Or?>|<_/ fZ'^'l (S^U'^O ofvJ Cp/zcfifiLi - I^/A) Hon required by: P(an • CM&I Apprpved r ^ By BUILDING (^»/(^4V^^^^' PLANNING M ENGINEERING uo FIRE Expedite? (Y) N DIGrrAL FILES Required? Y N HazMat APCD Health • •a Forms/Fees Sent Rec'd Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M Y N School Y N Sewer Y N Stormwater Y N Special Inspejtjpq Y N CFD: Y (N)1 LandUse: Density: ImpArea: FY: Annex; Fartor: PFF: TT Comments Date Date Date Date Building Planning Engineering Fire Need? • Don