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HomeMy WebLinkAbout2210 FARADAY AVE; 120; CB154309; PermitCity of Carlsbad 03-09-2016 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB154309 Building Inspection Request Line (760) 602-2725 Job Address: 2210 FARADAY AV CBADSt: 120 Permit Type: Tl Sub Type: INDUST Status: ISSUED Applied: 12/08/2015 Entered By: JMA Parcel No: 2121205500 Lot#: 0 Valuation: $1,199,436.00 Construction Type: 58 Occupancy Group: Reference# Project Title: GENMARK: 24,720 Til/ WORK Plan Approved: 03/09/2016 Issued: 03/09/2016 Inspect Area Plan Check #: 1,496 SF NEW EXTERIOR EQUIPMENT YARD AT LOADING DOCK Applicant: DEAN CHRISTY STE 150 6333 GREENWICH DR SAN DIEGO CA 92122-5982 858-453-1150 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review Total Fees: $3,931.51 $0.00 $2,752.06 $0.00 $0.00 $335.84 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $48.00 $0.00 Owner: P R E F RESEARCH CENTER L L C 4370 LA JOLLA VILLAGE DR #640 SAN DIEGO CA 92122 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES $7,902.53 Balance Due: Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $264.00 $370.00 $201.12 $0.00 $0.00 $0.00 $0.00 ?? ?? $7,902.53 $0.00 tha: ~ ci ~ p-cject irdllles tt-e "11'11Xl'iticri' ci fees, drlcaicm, reseMticm, or ctrer exa:tiOI'lS h:m:tta' cdlectively refared to as ''f~ 01'\S. You tJal,e 00 days fn:m tt-e date ttis pemit vas isswl to prttest irn:xJSiticn ci trese feeslexa:tiOI'lS. If ya.q:Jctest them }OJ rrust fdlcwtre p-ctest ~set fath in G::Nertmrt Ca::le Secticn axm(a), a-d file tt-e pUest a-d my etta reqjrro irtam:ticn 11\ith tt-e Qty ~for fl'CXllSSirg in a:xx:rdaul\1\ith Ca1sta:l M.rid~ Ca::le Secticn 3.32.030. Faltretotirmy fdlcwtha: pu:.Ed.re\1\ill ta' my su~ lega den to attock, reltie.N, set aside, vdd, or anJ thair irn:xJSition. ' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 03-09-2016 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW150463 Job Address: Permit Type: 2210 FARADAY AV CBAD St: 120 SWPPP Status: Parcel No: 2121205500 Lot#: 0 Applied: Reference #: CB#: Project Title: Applicant: DEAN CHRISTY STE 150 CB154309 GENMARK: EXTERIOR WORK FOR 6333 GREENWICH DR SAN DIEGO CA 92122-5982 858-453-1150 Emergency Contact: SAMANTHA CHUA 858-527-5922 SWPPP Plan Check SWPPP Inspections Additional Fees TOTAL PERMIT FEES Entered By: Issued: Inspect Area: Tier: Priority: Owner: P R E F RESEARCH CENTER L L C 4370 LA JOLLA VILLAGE DR #640 SAN DIEGO CA 92122 ISSUED 12/08/2015 JMA 03/09/2016 1 M $54.00 $228.00 $0.00 $282.00 Total Fees: $282.00 Total Payments To Date: $282.00 Balance Due: $0.00 THE FOi..t.OWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: OPLANNING 0ENGINEERING OBUILDING 0FIRE 0HEALTH OHAZMAT/APCD ( Cicyof Building Permit Application Plan Check No.C5 tS · 460~ 1635 Faraday Ave., Carlsbad, CA 92008 Est. Value f /. / q q Lf '=3.h Ph:7~2-2719 Fax:7~02~ Plan Ck. Deposit ' Carlsbad email: building@carlsbadca.gov www.artsbadca.gov Date \Z..l~l' { ISWPPP I~ -tfk3f JOB ADDRESS l.urRI JAPN 212 2210 Faraday Avenue 120 -120 -55 -00 CT/PROJECT # rOT II IPHIIIU rOf~r '""'""-r---I CONSTit M'£ I occ. GROUP 0 0 1 GenMarkDx V-B B DESCRIPTION OF WORK: Include Square Feet-,.., -Alwl(a) Renovation of approx. 24,720 SF in a existing tenant improvement. Work shall consist of new interior partitions and finishes, suspended ceiling systems and HVAC, plumbing, lighting and electrical work. Work will also include associated fire sprinkler system revisions as required by new work. Work also includes construction of new exterior equipment yard at the existing warehouse loading dock. Note that there is no work at the area of the existing offices and restrooms spaces. EXIS11N8UR l PROPOIID WE I GARAGE (~ PATIOS (&f) I DECKS (&f) .... ~. ~ rr·R~ 1 FIRE SI'RJNKLEAS Office & Bio R&D Office & Bio R&D 0 0 0 YESO Ne::J VESIZJNOO VESIZJNOO APPLICANT NAME Dean Christy PROPERn OWNIR NAME ROF II Faraday 2210, LLC i~_ColltMt ADDRESS ADDRESS 6333 Greenwich Drive, Suite 150 c/o Regent Properties, 11990 San Vincente Blvd.# 200 CITY STATE ZIP CITY STATE ZIP San Diego CA 92122 Los Angeles CA 90049 PHONE I FAX PHONE (310) 806-9807 rAX (310) 806-9801 (858) 453-1150 (858) 453-1911 EMAIL EMAIL djc@mcfarlanearchitects.com mbenbassat@regentproperties.com -PROFEIIICIIW. Mcfarlane Architects COimiACfOR 8UI. NAME Rudolph & Sletten, Inc. ADDRESS ADDRESS 6333 Greenwich Drive, Suite 150 600 B Street, Suite 1500 CITY STATE ZIP CITY STATE ZIP San Diego CA 92122 San Diego CA 92101 PHONE I FAX PHONE 'FAX (858) 453-1150 (858) 453-1911 (619) 432-0122 (619) 432-0128 EMAIL EMAIL info@mcfarlanearchitects.com Mike Samudio@rsconst.com ISTATELIC.t STATEUC.t lwss B I CITY BUS. uc.h41 049 C-23691 198069 (Sel;, 7031.5 Bull.-end Protealona Code: Any Cl!;y or Cc!uf!l)l which requlnll a permit to construct. alter,lmllfiJI(e, clemolllh or~any etructure, 1111or to Its iauancaJ.!.Iao '-"'*-the ~nt for auch permit to flle a statement tfiat he Is IICenaed pursuant to the ovt.ions of the eontr.Ctor'a IJceMe l..8w er 9, commeliclll!ll with Section 7uuu of DMIIon 3 of the BUIInela and Proflaalons Code} :r:f he Ia exem~ therefrom, and tha bnls for the a'l:;:l exemption. Any vto1at1on of Section 03 5 by any appllca~ a permit subjects the applicant to a civil pena~~r of nat more than fiVe hunclted dollars l$500}). WORKERS' COMPENSATION Wclrlllrs' CaliF Millin Dldll ..... : I ltellllyllltm lllldlrptlll/lytlpetpytlllt tlflt lblowilg .diiiiGIII: D I haw IIIII .................. flf-.ttD ......... farwarbla' camplllllllan .. pnMded by Secllan 3700 ofh LlborCode, farh ~ .. of lie warkfarwhlc:h Iii permit lliaulcl. l!J111aw IIIII ........... ......,., Olllftlllllllll, MIICIUilcl bv Section 3700 of h Llbor Code, far the ~ICI of the wark far whlc:h Iii Plllllltlliaulcl. MyWIIIIclll' ~ inlln1CI carrierllld poky IUIIber n: inlln1CI eo. ZUrlciiAIMIIcll-Corp. Polley No. wce54231515 Ellpilljlon Dale m12111 ]lil,lldlan naed nat be campllled r .. pemit II far t111t lulchd dallll ($100) or 1111. U c:.tlllalt fll ~: I c:d'tlllt In 1111 perfarnwa ofh wark farwhk:h thil pennll II illuld,llhlll nat .. 11'/Y pnonln 11'/Y -~~~Mia became llllljec:t Ia h Wollin' CompeiiAIIan lMI of Cllfamll. WAMNil: Falin tD ........... _..., ...... -...Ia unlawful, IIIII IIIIIIUII)Ict 111 ... Ill allalnll ......... lllll clvllllnel .. Ill OMIIundlld ....... dollars (&1 .... 111 ---~~~ lhl ceat fll Clllllfi .. IIIICIII, ........ M JII'Nided for In leeton 3711 flfthl Llbor code, lntnlt IIIII .....,., 1111. AS CONT1tAC'TOR IIGNATURE -~ DMENT DATE 7/28/15 OWNER-BUILDER DECLARATION I hnlly llltm ..., I 1111 exempt from Contractor's License Law for the following 188son: 0 I, • 011111111' of h property or my employees with wages as their sole compensation, Will do the WOlle: and h~N*n II nat lnllndld or crflnd far .. (Sec. 7044, l!uiiMAIIICI Pnlrllllonl Code: Tilt Conni:D'a Llclnll L&w daM not apply to an owner of property who builds or improves lhereon, and who does such wark 1*111111 or lllnlugh Iii awn ..,..., pnwidld IIIIIUcii•IIVIIllll'llln nat lnllndld or crflnd far ... lf,llcilwMr,lhe buiklirtg or impRMment il told lMihin 0111 't-of I:Clll1jllelion lhe owner-builder wl 11M hludln of pnwlng till Ill cld nat ldd or""""" far .. IUJICIII of .. ). D I, • 011111111' of llell'llf*lY, 1111llii:Uivlly canlllc:tng wiltllclnMd llGiftGtllrl to GGIIIIIuc:t Ill prajec:t (Sec. 7044, l!uiiMAIIICI Pnlfllllorll Code: Tilt Colftc:lar'al.ic:lnla L&w doll nat IPIIIY to 111 011111111' of ll'llf*lY who buldl or~ lllnan, llld CXIIIhc* far IUcll plljlcla wllh conlrlc:lar(a) lcenl8d puiiUIIII to Ill Canlrlc:a'a Llclnll Llw). D IIIIIIMIIIfllllldlr Sec:llan___JiullneM llld Plalelllanl Code far thil ISIIGII: 1. I pnllllly plln Ia pnwide .... llbor llld lllltllllll far Cllllllructlon of ... pqxlllld ll'llf*lY ~ OV• Oo 2. I (have I 11M nat) ligneciiiii!JPik:allan far I buldlng permit far 1111 pqxlllld WOlle. 3. I 11M CIIIIRdlcl will lie faiiMing J1111011 (tnt) Ia pnwide Ill prqiQIId CGIIIIruction (indudl-addrw/ phanl/ ClllllrKiall' .... IUlllllr): 4. I pllllla pnMdl porllana of Ill work, but I 11M hDd Ill fallowing J1111011 to caordlnlll, ..,...llld pnMde 1111111jor wark (indudl-/addrw/ phanl/ c:annc:tln' .... IUlllllr): 5. I wl pnMdl101111 crf h work, but I 11M canlrlc:led (hild) Ill fl:llowlng ,.,.,.. to pnMdllle wark lndlcl6ld (indudl-/addrw/ phanl/ type of wark): DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or Mure buiklng occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tamer Hazardous Substance Account Act? " Yes No Is the applicant or Mure building occupant required to obtain a penni! from the air pollution control district or air quality management district? " Yes No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Yes " No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I cettifylhat I have read the application and state1hatthe ebcMIInfonnatlon Is correct and that the lnfonnatlon on the plans Is accurate. I &glee tD complywMh all Qlr onllnancesand Stall laws lllllllqtD building consbudlon. I hereby authorize repesenlatiYe of lle City of Carlsbad tl enter~ lle above mentioned property b' i1spdln ptJpOSeS. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HAFM.ESS THE CITY OF CARLSBAD AGAINST ALL UABLmES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTN3 OF THIS PERMIT. OSHA: HI OSHA penni is reqtj'ed for excavations rNer 5'0' deep and demolition or construclion of slrucUes rNer 3 sbies in height EXPIRATION: EYe!Y penni! issued by lle BuiJdilg Ollcial under lle pnMsions of lhis Code shalelqlie by mtation and become nul and void r 11e buiding or work aulhoriled by such permit is not conmenced v.ti1 180 days from lhe date of such permit or iflhe blilding or work aulhoriled by such pennit is suspended or abaldoned at any time after lhe work is COI1111811Cedfor a perild of 180 days (Seclion 106.4.4 U1ibm Bulding Code). ,E APPUCANT'S SIGNATURE DATE • STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. DB..IVERY OPI10NS PICK UP: CONTACT (Usted above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) CONTRACTOR (On Pg. 1) OCCUPANT (Listed above) OCCUPANT (Listed above) MAIL/ FAX TO OTHER:----------------- ,J/5 APPUCANT'S SIGNATURE (Office Use Only) carlsbad CA ~~TEDCBI·------------------- NO CHANGE IN USE I NO CONSTRUCTION CHANGE OF USE I NO CONSTRUCTION DATE Inspection List CB154309 TI INDUST GENMARK: 24,720 TI // WORK Date Inspection Item Inspector Act Comments 1,496 SF NEW EXTERIOR EQUIPMENT YA Permit#: Type: 24 Rough/Topout PY PA11/01/2016 17 Interior Lath/Drywall PB AP10/27/2016 14 Frame/Steel/Bolting/Weldin PY PA10/26/2016 17 Interior Lath/Drywall PY PA10/26/2016 24 Rough/Topout PY AP10/25/2016 14 Frame/Steel/Bolting/Weldin PY PA10/21/2016 14 Frame/Steel/Bolting/Weldin AEK PA10/12/2016 1 ROOM FRAME FOR HARD LID 89 Final Combo PY NR08/24/2016 85 T-Bar PY AP08/01/2016 85 T-Bar PY PA07/26/2016 85 T-Bar PY PA07/20/2016 85 T-Bar PY CA07/19/2016 62 Steel/Bond Beam PB AP07/11/2016 11 Ftg/Foundation/Piers PY PA07/01/2016 16 Insulation PY PA06/28/2016 17 Interior Lath/Drywall PY PA06/28/2016 24 Rough/Topout PB NR06/24/2016 24 Rough/Topout PY PA06/21/2016 66 Grout PY PA06/21/2016 24 Rough/Topout PB NR06/20/2016 89 Final Combo PB NR06/20/2016 23 Gas/Test/Repairs PB AP06/17/2016 21 Underground/Under Floor MC NR06/16/2016 23 Gas/Test/Repairs MC PA06/16/2016 START OF 24 HR CLOCK. 14 Frame/Steel/Bolting/Weldin PY NS06/09/2016 21 Underground/Under Floor PY PA06/03/2016 31 Underground/Conduit-Wirin PB AP05/27/2016 44 Rough/Ducts/Dampers PY AP05/23/2016 44 Rough/Ducts/Dampers PY PA05/03/2016 21 Underground/Under Floor PY PA04/19/2016 Thursday, December 29, 2016 Page 1 of 1 PERMIT INSPECTION HISTORY REPORT (CB154309) BLDG-Commercial 12/08/2015Application Date:Permit Type:Owner:P R E F RESEARCH Subdivision:Tenant Improvement 03/09/2016Work Class:Issue Date: 2210 Faraday Av , 120 Carlsbad, CA 92008 Address:05/01/2017Expiration Date:Status: IVR Number: 711054 Closed - Finaled Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection CompleteActual Start Date 11/22/2016 11/22/2016 BLDG-85 T-Bar, Ceiling Grids, Overhead 002251-2016 Failed-Construction Change Needed Paul York Reinspection Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency No BLDG-14 Frame-Steel-Bolting-Welding (Decks) No BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 Rough-Ducts-Dampers No 12/06/2016 12/06/2016 BLDG-85 T-Bar, Ceiling Grids, Overhead 004242-2016 Passed Paul York Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-14 Frame-Steel-Bolting-Welding (Decks) Yes BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Rough-Ducts-Dampers Yes 12/28/2016 12/28/2016 BLDG-Final Inspection 007246-2016 Passed Paul York Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No December 28, 2016 Page 1 of 1 m ("'" I 0 ::0 0 () 0 ~ ( ~ ( .. \ ~dO~o~O~~~ ............. t. RNAf10NAl ODE COU Cll J INlf HNAfiONAI CODE C NC L ·cc-· STATE OF CALIFORNIA LIGHTING CONTROL ACCEPTANCE DOCUMENT CEC-NRCA-L TI-02-A (ReYised 06114) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE-NRCA-LTI-02-A Lighting Control Acceptance Document Project Name:: Genmark Enforcement Agency: City of San Diego Project Address: 221 0 Faraday City: San Diego DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Acceptance documentation is accurate and complete. Permit Number: CB154309 Zip Code: 92008 c:--. Documentation Author Name: Documentation Author Signature: ~~ Diego Trejo - Documentation Author Company Name: Date Signed: December 15, 2016 Bergelectric Corp Address: 459 Sunnyside Ave CENHERS/ATT Certification Identification (If applicable): ATT-1503-00004 City/State/Zip: San Diego CA, 92114 Phone:000-000~0 FIELD TECHNICIAN'S DECLARED STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1 . The information provided on this Certificate of Acceptance is true and correct. 2. I am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the appicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Field Technician Signature Diego Trejo Field Technician Company Name: Position with Company (Title): Acceptan~ ~ ----... __..-:> Bergelectric Corp Address: 459 Sunnyside Ave ATT Certification Identification (If applicable): ATT-1503-00004 City/State/Zip: San Diego CA, 92114 Phone: 000-000-0000 jDate Signed: December 15,2016 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury under the laws of the State of California: 1. I am the Field Technician, or Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance subtantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available witht the building permit(s) issued for the building. 5. I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available witht the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. • • .A A / -Responsible Acceptance Person Name: Michael Elsasser Responsible Acceptance Person Signa~~-/-~ ~ ::_......--·~ ~ - Responsible Acceptance Person Company Position with Company (Title): Acceptance Test Employer . Name: Bergelectric Corp .. Address: 650 Opper Street CSLB License: City/State/Zip: Escondido CA, 92029 Phone: 619-666-3846 !Date Signed: December 15, 2016 Page26of26 EsGil Corporation In q>artnersfiip witfi qovemment for <Bui{aing Safety DATE: 2/19/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-4309 SET: III PROJECT ADDRESS: 2210 Faraday Ave. Suite 120 PROJECT NAME: GenMark Dx T. I. Q APPLICANT ~RIS. Q PLAN REVIEWER Q FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Dean Christy ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted-:-Dean Chri~~ Telephone#: 858-453-1150 Date contactecr:-(b~ ) Email: djc@mcfarlanearchitects.com Mail Telephone Fax In Person D REMARKS: By: Eric Jensen Enclosures: EsGil Corporation 0 GA [8] EJ 0 MB 0 PC 02/11 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (partnersliip witli qo'fJemment for (}Jui(aing Safety DATE: 2/4/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-4309 SET: II PROJECT ADDRESS: 2210 Faraday Ave. Suite 120 PROJECT NAME: GenMark Dx T. I. D ~PLICANT ~URIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: Dean Christy D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Dean Christy Telephone#: 858-453-1150 j:)ate contacted: vi 4-(by()U Email: djc@mcfarlanearchitects.com ~ail J~~n~ Fax In Person D REMA~"b) ~ By: David Yao Enclosures: EsGil Corporation 0 GA [8] EJ 0 MB 0 PC 1/28 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 , City of Carlsbad 15-4309 2/4/2016 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. PLUMBING and MECHANICAL COMMENTS PLAN REVIEWER: Eric Jensen MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 1. The hazardous material report describes cryogenic use however it is limited to fluids only. Is there any cryogenic gas that is part of this tenant improvement and, if so, detail the storage and use locations. Include the vent design. o Include, on the Title Sheet of the plans, that the siting of the liquid nitrogen tank and accompanying vaporizer are not a part of this permit. o The mechanical engineer of record to review the GenMark letter as concerns hazardous materials and the necessary mechanical systems. The liquid nitrogen use (room 155) does not appear to meet the industry standard of 6 air changes an air. Note: If you have any questions regarding this Plumbing and Mechanical 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. END OF DOCUMENT EsGil Corporation In Cl'artnersliip witli government for (]Jui{aing Safety DATE: 12/21/2015 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-4309 SET: I a./PucANT ~ :~~!S. Cl PLAN REVIEWER Cl FILE PROJECT ADDRESS: 2210 Faraday Ave. Suite 120 PROJECT NAME: GenMark Dx T. I. D D D D D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 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. 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. 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: Dean Christy 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. Telephone #: 858-453-1150 Person contacted: Dean C~YJ Date contacted: l't--/ 2-{ (b~ ) Email: Q.Mail~ Telephone"/-Fax In Person djc@mcfarlanearchitects. com REMARKS: By: David Yao Enclosures: EsGil Corporation 0 GA [8:1 EJ 0 MB 0 PC 12/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 . City of Carlsbad 15-4309 12/21/2015 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 15-4309 OCCUPANCY: B/Fl/81 TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: unlimited SPRINKLERS?: Y REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 12/8 DATE INITIAL PLAN REVIEW COMPLETED: 12/21/2015 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: office/manufacture/warehouse ACTUAL AREA: STORIES: 2 HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/10 PLAN REVIEWER: David Yao 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 you submit the revised plans. City of Carlsbad 15-4309 12/21/2015 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in IBC Tables 307.1(1) and 307.1(2). 2. The plan and hazardous report show 1-control area in this suite. Please clarify on the plan 1 hr fire barrier between different control area per 414.2 of 2013 CBC. 3. Provide notes and details on the plans to show compliance with the enclosed "Disabled Access" Review List. 4. Light pollution reduction. Note on the plans that exterior light pollution must comply with CGC section 5.106.8. 5. 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. 6. 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 1 02.3. • ADDITIONAL 7. Please refer to the following corrections for mechanical and plumbing items. 8. 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. City of Carlsbad 15-4309 12/21/2015 9. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes 0 No 10. 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 David Yao at Esgil Corporation. Thank you. PLUMBING and MECHANICAL COMMENTS PLAN REVIEWER: Eric Jensen PLUMBING (2013 CALIFORNIA PLUMBING CODE) 1. What is that 1" PEon sheet P1.0, utility or private? Is it stubbed out for this building? It appears to be on another property? 2. Include the instantaneous electric water heater (sheet P3.1A) on the equipment schedule sheet. 3. Explain the gas design on sheet P4.0: Does the "existing" tie into the new piping? The 2000 CFM, I believe, are the new loads? What are or is happening with the existing loads? 4. Is there an emergency shower at the equipment yard? MECHANICAL (2013 CALIFORNIA MECHANICAL CODE) 5. The mechanical system design uses re-circulated air. If any locations are using health hazard chemicals, please justify the re-circulated design. 6. The hazardous material report describes cryogenic use however it is limited to fluids only. Is there any cryogenic gas that is part of this tenant improvement and, if so, detail the storage and use locations. Include the vent design. 7. Detail the smoke detection in the supply air duct of an "air-moving system" that is required for shut-off of equipment for smoke control. CMC Section 608.1 • An "air-moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air-handling units are used to supply air to a common space or to draw air from a common plenum or space. City of Carlsbad 15-4309 12/21/2015 8. Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.2. Please provide. City approval for use of an outside ladder is required. Show location and Note if existing or new. 9. The ventilation air supply shall be sufficient to provide make-up air for exhaust systems. Provide an air balance schedule and specify all exhaust and make-up air systems that are required to be electrically interlocked. CMC 505.3 10. How is the compressed gas cylinder locations ventilated? 11. Detail how the combustion air is routed to the boiler room without passing through construction requiring fire dampers. The Boiler room may be required to be separated from the rest of the building with a one hour fire separation. (Incidental use separation method) CBC 509. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 • DOORS 1. 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. 2. Show or note that the maximum effort to operate doors shall not exceed 5 pounds, 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. Section 11 B-404.2.9. END OF DOCUMENT ~ City of Carlsbad 15-4309 12/21/2015 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 15-4309 DATE: 12/21/2015 BUILDING ADDRESS: 2210 Faraday Ave. Suite 120 BUILDING OCCUPANCY: B/Fl/Sl BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier T. I. 24720 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance -~ Plan Check Fee by Ordinance ~~] Type of Review: 0 Complete Review 0 Repetitive Fee _-m ~-j Repeats D Other 0 Hourly EsGil Fee Reg. VALUE Mod. per city D Structural Only 1------11 Hr. @ • ($) 1,199,436 1,199,436 $3,931.511 $2,555.481 $2,201.651 Comments: In addition to the above fee, an additional fee of $86 is due ( 1 hour @ $86/hr.) for the CaiGreen review. Sheet 1 of 1 macvalue.doc + «~~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 12/21/2015 PROJECT NAME: GENMARK OX Tl PROJECT ID:CB154309 APN: PLAN CHECK NO: 1 SET#: 1 ADDRESS: 2210 FARADAY STE 120 VALUATION: $1,199,436 D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management Division is 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: DJC@MCFARLANEARCHINTECTS.COM Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Chris Glassen 760-602-2784 Christopher.Giassen@carlsbadca.gov D Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov VaiRay Nelson 760-602-27 41 VaiRay.Nelson@carlsbadca.gov Greg Ryan 760-602-4663 Gregory. Rya n@carlsbadca .gov Cindy Wong 7 60-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 7 60-602-4664 Dominic.Fieri@carlsbac!ca.gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: NO FEE'S NO CHANGE IN USE. ADDITION OF STORAGE AREA OUTSIDE BUILDING GENMARK OX Tl NO EASEMENTS Tl NO CHANGE IN USE JUST ADDITION OF OUTSIDE STORAGE AREA Lot I Map No.: Outstanding issues are marked with X . Please 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 been blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. 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 Legal description/lot number .. 1 For all commercial/industrial building and tenant improvements, include: total building square footage with the square footage fore each different use, showing square footage of different uses (manufacturing, storage, warehouse, office, etc.) Example: 11810 LOT 45 10,900 sf of SHELL to 10,900 sf OFFICE 7,000 sf of SHELL to 7,000 sf STORAGE 3,900 sf of SHELL to 3900 sf MANUFACTURING Subdivisionrrract : CT 85-24 Reference No(s): E-37 Page 2of4 REV 6/2012 • GENMARK DX Tl N/A 1 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 required. NOTE: The grading permit must be issued and grading approval obtained prior to issuance of a building 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 • ***THIS CALCULATION WORKSHEET IS NOT ALL-INCLUSIVE OF FEES THAT MAY BE DUE FOR THIS PROJECT*** Fee Calculation Worksheet ENGINEERING DIVISION Prepared by: Date: GEO DATA:LFMZ : /B&T: Address: Bldg. Permit#: Fees Update by: Date: Fees Update by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units EDU's: Types of Use: Types of Use: Types of Use: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. EDU's: EDU's: EDU's: Types of Use: Sq.Ft./Units ADT's: Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq. Ft./Units ADT's: ADT's: ADT's: Within CFD: 171YES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE:[]NW QUADRANT NE QUADRANT []SE QUADARANT []SW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X FEE/ADT: I =$ 3. BRIDGE & THOROUGHFARE FEE: DIST. #1 []DIST.#2 DIST.#3 ADT'S/UNITS: I X FEE/ADT: I =$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: I X FEE/SQ.FT./UNIT: I =$ 5. SEWER FEE EDU's IX FEE/EDU: I =s BENEFIT AREA: EDU's IX FEE/EDU: I =s 6. DRAINAGE FEES: PLDA: []HIGH MEDIUM r·~"l 1~ .• JLOW ACRES: IX FEE/AC: I =s 7. POTABLE WATER FEES: UNITS CODE CONN. FEE METER FEE SDCWAFEE TOTAL «~~> ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT 8-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: )(" Building Permit Cl Right-of-Way Permit 0 My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Horne Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge 0 My project qualifies as NO THREAT and is exempt from the requirement to pl8pare a stonn water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP T181' Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 • Low Thteat Assessment Criteria -'r;{ My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt pennit type (See list above) and the project r-meets one or more of the following aiteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw culling, equipment washing, material stockpifing, vehicle fueling, waste stockpKing). Tier 2 • Moderate Threat Assessment Criteria 0 My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refuefing and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environrnentaUy sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, andlor • Disturbed area is located along or within 30 feet of a storm drain inle~ an open drainage channel or watercourse, andlor • Construction wftl be initiated during the rainy season or wiU extend into the rainy season (Ocl1 through April30). Tier 3 • Slgnfflcant Threat Assessment Criteria 0 My project includes clearing, grading or other disturbances to the ground resulting in soH disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or 0 My project Is part of a phased development plan that wKI cumulatively result in s01l distutbance totefing one or more acres including any associated construction staging, equipment storage, refuefing and maintenance areas: or, 0 My project is located inside or within 200 feet of an environrnantally sensitive area (see City ESA Proximity map) and has a significant potential for contributing poUutants to nealby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements "' true and COTTeCt. I understand and acknowledge that even though this project does not require preparation of a constnJctlon SWPP, I must still adhere to, and at all times during constnJctlon activities for the permit type(s} check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. Project Add111SS: ;L.J.J 0 Fara.da Avt. Ste_ 12.0 AssessorPan:el No. 22.-12o-ss-oo *The City Engineer may authorize minor variances from the Stonn Water Threat Assessment Criteria in special c:itcumslances Miele it can be shown that a lesser or higher Construction SWPPP r~er Level is warranted_ B-24 Owner/Owne(S Aulhorized Agent 5aMa.Vlt~a. C.hut:t.. Clly Concamence: S DNO By: JtJ Page 1 of 1 Tille: Sr. ;A.{ r 1 G ff S Dale: Dete: 1;;1-al·t Rev.03109 (city of Carlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 www .carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2). Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project Please start by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. 1. Is your project constructing new or lanes or trails meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in 2. streets, or roads that are a nee? YES If you answered "yes· to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. E-34 Page 1 of 3 Effective 6/27/13 (City of ---...-.......Is bad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov determine if your project is a priority development project, please answer the following questions: 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public nrn,iAf'f_c: on land. 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, and on land. 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared drinks for 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that 5,000 square feet or more of impervious surface collectively over the entire project site and supports a lot. A parking lot is a land area or facility for the of motor vehicles used for business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transporlation of 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the to the ESA not with flows from * 8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles 10.1s your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? the Pacific Ocean and 2,500 square feet or more of surface on the than 1 0%? """'w.>r .. rt "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to limniAmAntirln structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this lnuA!';trlnr•nairA_ check the "my project meets PDP requirements" box and complete applicant information. you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject lim'"'"''m .. ntir•n only Standard Storm Water Requirements such as source control and low impact development BMP's required for lnAvAinnrnArlt projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to end of this questionnaire, check the "my project does not meet PDP requirements" box and complete ap1plic;ar1tj E-34 Page 2 of 3 Effective 6/27113 (city of ,.._...-.._Is bad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov 0 My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project. Refer to SUSMP for details. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box Accessor's Parcel Number(s): .212-( 2 D-!; 5-C>O This Box for City Use Only City Concurrence: By: NO * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin ( 1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of 3 Effective 6/27113 CCityof Carlsbad STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERnFICATE ., My project Is not In a category of permit types exempt from the Construction SWPPP requirements ., My project Is not located Inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receMng waters by way of storm water runoff or non-storm water dtscharge(s). ., My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 ofthe Carlsbad Municipal Code) ¥' My project Ylill not result In 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional folloYiing criteria: • located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, • disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or • disturbed area is located along or within 30 feet of a storm drain inlet. an open drainage channel or watercourse; and/or • construction will be Initiated during the rainy season or Ylill extend into the rainy season (Oct. 1 through AprH 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. E-29 ~ ;,§1/,r ~ STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of3 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMAnON Site Address: )).I 0 Ftt.rtt jjl Ave. Assessor's Parcel Number:.V2.-12o··S S-oo <SUJ(S"-43b Estimated Construction Start Date ,4 k-, l 1 J Project Duration t;) Months Emergency Contact: Name: ,5" a..""' a.,-,Tl.,g Ck uo... 24hoUrPhone: SS8-S2 7 -S'l22 Perceived Threat to Storm Water Quality eJ Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STAW~TIER 1 SWPPP Approved By: 41£~ J ~ l<!J5L.U 7 " Date:_ ... /c9 '~+p REV07/14 \ , Erosion Control Tracking Non-Stonn Water Waste Management and Materials BMPs Sediment Control BMPs Control Management BMPs Pollution Control BMPs BMPs c:: c:: c:: c c ! 0 0 0 "2 1 1 ~ :::: CD "2 ~ Ul c:: ftl E "0 ftl 0 tl) ftl c:: co ~j e :::: '6 "E c. CD ftl .!! ::E 8' 8' ~ ~ "'w ~ c:: 'S ·~ j ! c:: ! .!! c. r! l5 Best Management Practice all ~ ·a. ·e 8!! .!! w ~ <n ~ <n CD ftl ~ll (BMP) Description ~ c:: E ll Ill c:: (..) <n ~ :i ~ ::E .!! i '! ~ ~ co '! i~ c:: '2 "' CD ~ § ~ c Ill ~ !i 0 ::l ~ ~~ ~ CD i ::E 0 0 co 0· (.) ftl ~l iii 0 0 ~ a:: .9l ~~ .!! "0 8. ~ ...: ~ 1i ~ .a e ,S!.., ... 8' .a 't: i 'E €· ~ ... '2 -CD .!! ~ :2 IS ~ ~ ~ .8 .gS: .alii > Ill :E Ill ~ ~ ~~ Ill .s ftlo ~ I'll 0 ~ ~ 0 ftl 0 « w (..) ii C/) C/) a;.s rna:: 0.. 0.. ::E C/) :X: 0:! CASQA Designation -+ ..... "'' cp ~ ~ M ,. U7 <9 ~ co 0 ~ N ... M ..... "'' ~ ~ M ,. It) <9 "'' ~ w w ~ a: rh I ~ ~ ~ (..) frl (..) 0 w w w w C/) C/) (/) ~ ~ ~ ~ w w C/) C/) (/) C/) (/) C/) 1-1-z z z z Construction Activity w C/) Grading/Soil Disturbance X X X X X X Trenching/Excavation X X X X X X Stockpillng X X X X X X Drillina/Borlna Concrete/Asphalt Saw X X X X X X cutting X Concrete flatwork X X X X X X X Pavina X X X X X X X Conduit/Pipe Installation X X X X Stucco/Mortar Work X X X X X X X Waste Disposal X X Staging/L~ Down Area X X X X Equipment Maintenance and Fueling Hazardous Substance Use/Storage Dewatering Site Access Across Dirt Other Ctist): ---' --'--L_ ___ ----L_ __ --~ Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box Immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the nst located along the top of the form. Then place an X in the box at the place where the activity rr1N intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress• under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X In the box where the two meet. As another example say the project Included a stockpile that you Intend to cover with a plastic sheet. Since plastic sheeting Is not on the list of BMPs, then write In "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X In the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To team more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants In the selection of appropriate Best Management Practice measures. The reference also explains the Califomia Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of3 REV07/14 f II f ~JTI lf:; 0 ~ G) ~ CD :::::s 3 Ql """"' " en ~ -u -u -u -Ql :::::s -. ... PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.flov DATE: 1/26/2016 PROJECT NAME: TENANT IMPROVEMENTt/EQUIP. YARD PROJECT 10: PLAN CHECK NO: CB154309 SET#: 2 ADDRESS: 2210 FARADAY AVENUE APN: [8:1 This plan check review is complete and has been APPROVED by the Planning Division. By: Veronica Morones A Final Inspection by the Division is required 0 Yes ~No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. 0 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: djc@mcfarlanearchitects.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton D Chris Glassen D Greg Ryan 760-602--4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Giassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D VaiRay Marshall D Cindy Wong 760-602--4675 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gov VaiRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov Veronica Morones D Linda Ontiveros D Dominic Fieri 760-602-4619 veronica.morones@carlsbadca.gov 760-602-2773 760-602-4664 Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov P-28 Page 1 of 4 07/11 ~ «_,.f)\ ~ CITY OF PLANNING DIVISION BUILDING PLAN CHECK APPROVAL CARLSBAD P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov Remarks: Roof equipment is appropriately screened per sheet A1.2. Corrections made by applicant are listed on applicant revised plancheck as well as site plans. DUlAC REVIEW#: 1 2 3 ~DO ~DO ~DO ~DO P-28 Plan Check No. CB154309 Address 2210 FARADAY AVENUE Date 1/26/2016 Review#~ Planner Veronica Morones Phone (760) 602-4619 APN: 212-120-55-00 Type of Project & Use: TENANT IMPROVEMENT/EQUIP.YARD Net Project Density: Zoning: C-M General Plan: PI Facilities Management Zone: § CFD {in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: ~ Item Complete Environmental Review Required: DATE OF COMPLETION: 0 Item Incomplete -Needs your action YES D NO D TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES 0 NO 0 TYPE __ APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES 0 NO .[8l CA Coastal Commission Authority? YES 0 NO .[8l If California Coastal Commission Authority: Contact them at-7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) Page 2 of4 07/11 (' ... .. «~\ ~ CITY OF PLANNING DIVISION BUILDING PLAN CHECK APPROVAL Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov CARLSBAD P-29 ~DO ~DO Site Plan: ~DO ~DO ~DO ~DO ~DO ~DO 0~0 0~0 P-28 lnclusionary Housing Fee required: YESD NOD (Effective date of lnclusionary Housing Ordinance-May 21, 1993.) Data Entry Completed? YES 0 NO 0 (A/P/Ds, Activity Maintenance, enter CB#, tool bar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES 0 NO 0 N/A 0 Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES 0 NO 0 2. Project complies: YES 0 NOD Zoning: -PROPERTY FALLS UNDER SP 180, CARLSBAD RESEARCH CENTER 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required Shown Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required Shown __ _ 4. Height: Required 8' MAXIMUM Shown 8' 5. Parking: Spaces Required __ Shown __ (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required__ Shown __ Page 3 of4 07/11 «t~ ~ CITY OF PLANNING DIVISION BUILDING PLAN CHECK APPROVAL CARLSBAD P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov 0[gl0 Additional Comments PURSUANT TO SPeCIFIC PlAN 180, CHAIN LINK OR SIMILAR M&TAb FeNCING MATeRIAlS AR& PROHIBITeD. SIT& PlANS SUBMITTeD TO CITY'S PlANNING D&PT. SPeCIFICAlLY D&NOT& MeCHANICAl YARD FeNCING AS CHAIN LINK, P&R SH&&T A9.4. PER SeCTION 4.3.2.7 OF SP 180, All F&NC&S AND WALlS SHAll B& D&SIGN&D AS AN INTEGRATED PART OF TI-lE 0\'ERAbb ARCHITeCTURAL AND SITE DeSIGN. Alb MATERIAlS SHALL BE DURABLE AND FINISHED IN TEXTURES AND COLORS COMPlEMENTARY AND COMPATIBlE WITH OVERALL ARCHITECTURAL DeSIGN SCHEME. 4. eXHIBIT 3 OF SHEET A8.4 SHOWS A F&NC& POST I-lElGHT OF 9' I (\\'ITH SH&&T A3.0 DENOTING A FENCE \tJ.Abb HEIGI-lT OF 8'). PER SECTION 4.3.2.7 OF SP 180, NO EXTERIOR FENCE OR '.'.'Alb, INClUDING RETAINING WAllS. SHAll EXCEeD A HeiGHT OF 8', UNLESS OTH&RWISii APPROVED IN WRITING BY TH& CITY OF CARLSBAD AND THE ARC. THIS EXTENDS TO POST HeiGHT AS Will. &. DOES THE PROPOS&D MeCHANICAl YARD EbiMINAT& ANY PR& eXISTING PARKING SPACeS? IF TH& PROPOSeD MeCHANICAL YARD DO&S R&QUIR& THE eLIMINATION OF PR& &XISTING PARKING, Pb&AS& PRO\'ID& A PARKING BR&AKD0\4/N. PleASE SEE ATTACHeD &XAMPb&. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER Veronica Morones DATE 1/26/2016 P-28 Page 4 of4 07/11 .. ... Shay Even From: Sent: To: Cc: Subject: Hello Dean, Amber Ressmer Thursday, December 17, 2015 2:27PM djc@ mcfarlanearchitects.com Building; Christina Wilson CB154309 -GenMark Ox CB154309 GenMark Dx plan does not require Carlsbad Fire Department fire plan review. Thank you, Amber Ccityof Carlsbad Amber Ressmer Fire Prevention Office Specialist City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 www.carlsbadca.gov p 760-602-4665 I F 760-602-8561 1 Structural Engineers RECEIVED DEC 0 8 2015 CITY OF CARLSBAD BUILDING DIVISION Calculations for 15176A GenMark Diagnostics Tenant Improvements 2210 Faraday, Suite 150 Carlsbad, CA 92008 McFarlane Architects 6333 Greenwich Drive, Suite 150 San Diego, CA 92122 Phone: 858-453-1150 t ~GSSI Sheet: 1 Project: GenMark Diagnostics -Tl GSSI No. 15135A Structural Engineers Engr.: O.Gonzalez Date: 12/7/2015 Scope: Anchorage new HVAC equipment on an existing concrete mezzanine deck, on exterior concrete pads and on the roof sgtrucutre. Support framing for 10 foot interior non-bearing stud walls. Codes and References: 2013 Califomia Building Code, Title 24 ASCE -7-10 Minimum Design Loads ACI 318-11 Structural Concrete 2010 National Design Specification for Wood Construction AISC Manual of Steel Construction, 14th Edition Loads: Roof Dead Load ( DL ) Roofing 1/2" Plywood 2x6 sub-purlins @ 24 2xtrusses Insulation Suspended ceiling Mech. Misc. Live Load ( LL ) Seismic: DLl= LL L = L DL + LL = SOC: D Risk Category 111 Site Class: D 3.0 psf 1.5 psf 1.1 psf 0.5 psf 0.5 psf 3.0 psf 0.5 psf 1.9 psf 12.0 psf 20.0 psf (Reducible) 32.0 psf Ss = 1.067 51= 0.412 Fa= 1.07 Fv = 1.59 SMs= 1.145 SM1 = 0.654 Response Cs Cs Risk Importance Mod. Factor Sosf(R/1) Sosf(R/1) Category Factor, I R ( LRFD) (ASD) Building II 1.50 5 0.229 0.164 Project -Loading 508 = 0.76 501 = 0.44 r ... Design Maps Summary Report User-Specified Input Report Title Genmark-2210 Faraday, Carlsbad, CA 92008, 15176A Thu June 18, 2015 01 :03:04 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.13567°N, 117.27934°W Site Soil Classification Site Class D-"Stiff Soil" Risk Category 1/11/III mapquest USGS-Provided Output Ss = 1.067 g s1 = 0.412 g SMs = 1.145 g SM1 = 0.654 g Sos = 0.763 g So1 = 0.436 g For information on how the SS and Sl values above have been calculated from 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. -IIlii -• Ill MCE.._ Response Spectrum 1 20 1 og D" 0 •• on ~~~ o .. 0 Jr; 0 24 012 000+--+--~~~-+--+--;--~--r--+--~ 0.00 0.20 0 . .&0 0 '0 0 10 1 00 1 20 1 AO 1 U 1 10 2 OD Period, T (sed -;, -Ill VI For PGAM, T,, CRS, and c., values, please view the detailed report. Design Response Spectrum Oil 0 80 072 0 ~· 0 5' 0 ,g 0 40 0 )2 0 24 OH 0 08 ooo+--+--~--~-+--+--;~-r--r--+--~ 0 00 0 20 0 .&0 0.50 O.to 1 OD 1.20 1 o&D 1.,0 1 0 2 00 Period, T (5 c) 2 :iL ::.C. TOF'PING .t4/6x6 Wj..,I.F. PAN ~ IE! 3' NOI<MAl HT. CONC. TOF'PING OV£1< H3x 20g•. 'V£RCO FORMlOK' STEEl DECK loll '3 • I&' O.C. EAC~ HAY I I I I 0 3 i I ~~ PARTIAL MEZZANINE i" c_~ __ LL=J-, ' it = . = :: II IJ: ll I II II I ~~ II 1: ·:;MI -----,----II II ·II II 1: 1 II I" II ,, -=~'-~~~J_l ~~~==~~ !I J: =====·w---II I , 'r" II " . ''L' 'b ~HT •• ,_~~· . II ~ I' -=-=!11- 11 ~ 1 , Q II ·ill 1HT.·-~· ; II ;;. II L __ " II ;, ll o II l'--lt II 0 ll "' II J 'HT.•W.& L"f; .. 11 :l: II . 11 :::1· il I ::r =-==_ 1 II II I I~= .. II II 'I I II II I, II il~ II 11 D II I' II W.. II ,: II ft, II lt ~ 11 II I 'HT.·3--·: . II ,, ~ VHT.•I)IIe Llie. _ IL II r ~~~-~~~ .... Jl .... _____ -Jf ·n ::'~~s===:!r(=OJ========1=r=======r=======:ddt:~;fr::J II II . :: " ----- ~·33•6'·1>'0.C. HT.•23CI Lert· ~-JI -,, II II II II .I LL:=...=:- -16o2·33 • 6'·/V o.c II u ji__jl t---r--"--1,-" ,, ,, ,, ,, ,, li---.L--11 ,, =d I D I TYPICAL• IE! CGINC. !Of'P!N(, OVER 1 )I• HG FL YWOOD 51-lTG. -2·61•W.'O.C. "' ;;) ;f' "' "' t= "' ;;) ~ ~ !ill' i ~ ~·;j I TIPICAb THIS MEA· iNJ %' GYI'!!O. 51-lTG. TOT"Il~RSIDE ~ T"ll JOI&TS !Ceiling Framing plan 1 I ;f' .. I ;;) ~ "' "' "' "' ;;) ;f' "' "' ·j ~I .I ;:? ~ I I .-.----... . .. J 1~ ~-------~·---. -----· r i "' ~~ ~ ~~ ~ ~ ~ q Ill / / 4Z~ ..... c +{i' II I! II I i 'I !;'-0" (N)~ l!Sxa. STEEL DECK SEE I& Sl.2 co· o·~ ". '.Ytl ~ l-==~~~~~~+==t::[;:ii!J \ I I 6 ~--------------- ....... z '- ~Canopy Framing plan > z C1 I lJJ -< 7 SHEET _____ _ PROJECT----------------GSSI NO. __ ,_s-;_'1_,_'-__ Structural Engineers DATE._--=~-·_Z_'J._-_I_o __ p -· ··~ I I /1 1/ I I ~ u.J.. _____ . ---~' A,. . f..; '2/40 ~-.:. •yOf~)/, &3 >t 28~c, 4- = (,, 8 Ill 2'" rfl I~ "''f,\•7o+C,.=~, ?. ~ M..., • 71 w/J"•"t ., "~,s.'i . ., .,., J',., VJL • C,t..ll .... ' <.~ ~ t· • A ------~-------------------~-------~------~---------~ 7P..J -2. .S 1v~J ~~f'(.lflfl-!'1,..4 ~,. q-o to=-~ -i ~,LJ1) :!. G·l (1,.,, /}M (t::/} l.(,;tJJ.< . Mo.. :I "t~•' t.~ " "G -: \5 1 .,,.~ /z.J = ct . .:; 4. /, 1.) 0::... c, J /(;. 4) /z. ~ ,(J, "\, Structural Engineers 8 SHEET _____ _ ~Nfllllcfl .. l(.. PROJECT----------------GSSI NO. ---=-'-'7_,_.,_.4-_ DATE I-;. 7-1 J ~ -~ .::M~ ~ ~"YJ. ~u,J ::-~ 'till/· 1 :: a.t:a toe ~ /.JVI'f'rlf...-7 • 2G. ~7'2. :. I~ -z.. .I ~c... r /2 lA e .s '1 ~ 'Z ~ "' ~'r t,C... ... ~ ~z fJJ j ~~ /~ ~-"' .M ~ :-(, ~ ,./, 7~~= ttf-7,.. + I~C")C.7,1/~r 7'-Gl l io .r'; <.. /c?Zt:J ~' ~ ,..,,_ - ~GSSI Structural Engineers PROJECT __ _;4e!1/.~~A1M2-:..:..L=:.t.:IC~--T:.._:_I ------- ENGR ~~ - 9 SHEET _____ _ GSSI NO. __ /=~/'--7fttl __ DATL..E -~9_· -_I_·_I_S __ oc..:. s,l t<.. ~ z.,d ,_sf -:s-Is[ [ 1112 )C~~-,4~-p ~ ... w~-I"ZAprJ.. c.~·..r' -.,...., z,' '1 ,A.f~ .. '"L·C.. C"'f'-=-~\. .. /;1~ "'" ~..c; uJ&"?/IS) t!J~C. ttx ~~ I> I.Sr-t~ 1':-~s,. ~~ r/~. *10/2.= hJnJ 10 >('12. S" 1C '1/r:a. ..f P/a) ~ I 7-J. - <)1: 91's "f\-~/<~"ff'/1,. s,_.c.,,s p1(..,.:: /Oo..J 1 .t'"'-= 33-o 7' 5' )C ~'lol /111 I /~4"-<& "'lA I'-J ~)",: (,,}I, /(. • t ~ c 1'1; S""'l. ... ~· Sl?s :: O, 7s, ~ Cs ~ · ?f. \IJA ;___r-= • Gl f ~Cop Wf ~ ! ~Q ":Z : "' 0 ,,Z,Jif C;Aj~. ~/.,l.(,/-:. ~. ~~ *-~ + . .IS/'"'1 7 ~0 -(J,p1.-f-/11..:;. t>./f..L/,t.J'"' Structural Engineers Project: Genmark -Tl Engr. 0. Gonzalez Cassion Design Constrained Location: Canopy Lateral Load = Column Height = Lateral Soil Bearing Capacity = 140 lbs. 15 feet 150 psf Caisson ~·;~; 1.0 2.0 ... - 2.5 - (a.o' ~ - ItO 3.3 4.5 3.2 5.0 3.0 5.5 2.9 6.0 2.7 6.5 2.6 7.0 2.5 7.5 2.4 8.0 2.4 •• >'->• 8.5 2.3 9.0 2.2 ~rs·· · 2.2 10.0 2.1 10.5 2.1 11.0 2.0 11.5 2.0 12.0 1.9 1.S - - 2.9 2.7 2.6 2.4 2.3 2.2 2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.7 1.7 1.6 1.6 1.6 Notes 1. Table includes a 1/3 increase due to wind or seismic forces. 2. The Table is based on 2013 CBC Sec. 1807.3.2.2 and Sec. 1807.3.2.2 CaiS§QR,.Oiameter, feet (minimum) (2.0) 2.§ 3.0 3.5 - -- ..... -2.4 2.3 (2.7) 2.4 2.2 2.1 23 2.3 2.1 1.9 2.4 2.1 1.9 1.8 2.2 2.0 1.8 1.7 2.1 1.9 1.7 1.6 2.0 1.8 1.6 1.5 1.9 1.7 1.6 1.5 1.9 1.7 1.5 1.4 1.8 1.6 1.5 1.4 1.7 1.5 1.4 1.3 1.7 1.5 1.4 1.3 1.6 1.5 1.3 1.2 1.6 1.4 1.3 1.2 1.5 1.4 1.3 1.2 1.5 1.3 1.2 1.1 1.5 1.3 1.2 1.1 1.4 1.3 1.2 1.1 1.4 1.2 1.1 1.1 1.4 1.2 1.1 1.0 Sheet. 10 GSSI No. 15176A . Date 8/31/2015 4.0 - 2.1 1.9 1.8 1.7 1.6 1.5 1.4 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 41228940 11 SHEET _____ _ PROJECT----------------GSSI NO.----- Structural Engineers ENGR --------DATE. _____ _ ?J!1 2. ~Tf/Dj tvfJN2-7n--(:, I'I'L ~~(c:r":) l.t.//:J.UJ &;r,Ae/' $;'~~ G. 4-t:/) ·• ~P .. sw,JJ .f 7.1/.R • /fl.~ . ,NJ, lr I G"" .r; I 3 >· .. ' fl., 1. , eJ ! 3.<;.o ~~~1.-"7 c&.tl ,.; (,OQ ~ 'Uttl· ~ 6 4./ I' (/..a (,OCI $ /f, 'l•llllf' •. , , t,~ s~ .. , ,.. .~j) I •. , ~s. '2SD-' ~"'i--f, ~ ~00 .S~"' .. (,:5 7'·~ . ., w -~ )t;'O. 40~.: "2(.., .P'f A1 ~ c . "'l (,. ~ (# l;t <IS So 1/ 1 ,,.. -c. )44 I- I.,.,.. C l..(, ,._ ~j/G,tl c:' 1?,6~7 I ' \ 12 SHEET _____ _ PROJECT -----------------GSSI NO.----- Structural Engineers ENGR ________ _ DATE ( .....,. ,GSSI PROJECT Structural Engineers ( (../V'l 7"A~.<. ~: "2~ -.... s' 13 SHEET _____ _ GSSI NO. _....:1 Si::...;"'_7Gir.:;___ ENGR f!Xi(JAI ZA~l IAN I(. ~Pr: t;(J()o lt,.J 5 It~.;. 9'-91C ., 5 .a.,. IJ,' " lf~t;'' '2.4-oo/'1. .. ,-z.oo 1; .2-tJ/~ -1-Z • Cl ' or ;11/.e. (j/Jt: &'TJ. ~M ~ rHf:J "'-'1'AI .-~~ ,. ( c,.. ""2) .. 1(,tJO; "2..$ 7A"''' (c,,..,(p -,6) 5"/:2 .. 7.to<-. "' ,,-.J~ oz'J( ~)f/0" ~ ( 9-:zJ " Z'?..f .....___~~.~ \ ---- QC "29~-T-1·" _:..;...;;..._-: /, 7 I tid· ~4 '" .S:ov' .J::_ '21·.r""> <:::>~........., • ~~'= !11 11 ~fJ = G )t I' J ., ~ ~.. L ~GSSI Project: Genmark -Tl Structural Engineers Engr: OGonzalez Overturning of the Mechanical Equipment on a concrete deck or housekeeping pad Design Parameters Sos = 0.76 lp = 1.00 aP = 1.0 Rp = 2.5 Slab on grade? spectral acceleration, short period importance factor component ampflication factor Component response mod. factor No Strength Design: .90 +1.0E Allow. Stress Design: .60 + 1.0E/1.4 SO or ASD? = Strength Design z = 15 h = 15 ft. (ht. in structure of point of attachment), z=O @ grade ft. (avg. roof ht.) zlh = 1.0 F p = .4 *ap *Sos•W P *( 1 +2*z/h )/(Rpllp), ( 13.3-1) F p(max) = 1.6*S0 s *lp *W P• ( 13.3-2) Fp(min) = 0.3*S0 s*lp*Wp, (13.3-3) Fv = .2*SDS*Wp, (12.4.2.3) Fp Fp(max) Fp(min) Fv OTM = Fp*unit heighU2 RM = (.9-Fv)*Wt*unit width/2 Unit Size, inches Curb weight, Fp width lenQth heiQht ht, in. lbs Compressor 25 25 60 0 2,000 732 Water Heater IHW 33 33 76 0 200 73 Boiler B-1 & 2 24 43 34 0 6,000 2,197 Buffer Tank, BF-1 2 2 60 0 3,000 1,099 HHWP 1 &2 9 9 15 0 450 165 --- Compressor 2 anchors per side 2 sides 0.14 + 0.09 = 0.22 < 1.2, okay Water Heater IHW 2 anchors per side 2 sides (strap to wall) 0.02 + 0.01 = 0.04 < 1.2, okay Boiler B-1 & 2 2 anchors per side 2 sides 0.73 + 0.06 = 0.79 < 1.2, okay Buffer Tank, BF-1 3 anchors per side 2 sides 0.14 + 2.58 = 2.72 No good HHWP 1 &2 3 anchors per side 2 sides 0.02 + 0.01 = 0.03 < 1.2, okay = = = = Fv 305 31 916 458 69 --- Use Use Use Use Use 0.37 WP 1.22 Wp 0.23 Wp 0.15 Wp OTM RM ft-lbs ft-lbs 1,831 932 232 123 3,113 2,684 2,747 95 103 75 ---- -- 2 5/8 2 1/2 2 1/2 3 5/8 3 5/8 Mechanical Equipment -anchorage to concrete -mezz ap 1.0 and Rp 2.5 r1 GSSI No. 15176A. Date 12n12015 Uplift, anchors lbs dia. 432 5/8 40 1/2 214 1/2 18718 5/8 37 5/8 . . . anchors per side anchors per side anchors per side anchors per side anchors per side ~GSSI Project: Genmark -Tl Sh~~ GSSI No. 15176A. Structural Engineers Engr: OGonzalez Date 12n12015 Simpson Strong-Bolt 2 anchors: Carbon Steel Stainless Steel Em b. Min. Slab Edge Dist. T811,1bs. V811,1bs T811,1bs. V811,1bs depth Thick. 3/8" dla. Strong-Bolt 2 (30 ft-lbs Installation and torque test) 3/8" dia. 1 7/8" 3 1/4" 6" 690 890 830 890 3/8" dia. 2 7/8" 41/2" 6" 1475 1165 1450 1400 1/2" dla. Strong-Bolt 2 (60 ft·lbs Installation and torque test) 1/2" dia. 2 3/4" 41/2" 7" 1525 1640 1365 1640 1/2" dia. 31/4" 51/2" 43/4" 1725 1365 1775 1720 6" edge distance @ SS 1/2" dia. 3 7/8" 6" 4 1975 1250 2100 1250 1/2" dia. 3 1/4" 51/4" 16 1725 4225 1775 3950 5/8" dla. Strong-Bolt 2 (90 ft-lbs Installation and torque test, 80 ft·lbs @ SS) 5/8" dia. 3 3/8" 51/2" 61/2" 2050 1990 2025 1990 5/8" dia. 4 3/8" 6 7/8" 61/2" 2975 2375 2830 2375 5/8" dia. 51/8" 7 718" 6 1/2" 3675 2625 3425 2625 5/8" dia. 4 3/8" 67/8" 19 2975 6400 2825 5825 3/4" dla. Strong-Bolt 2 (150 ft-lbs installation and torque test) 3/4" dia. 4 1/8" 6 3/4" 6 1/2" 2800 2425 2800 2425 3/4" dia. 4 3/4" 7 5/8" 61/2" 3450 2675 3420 2675 3/4" dia. 5 3/4" 8 3/4" 6 1/2" 4225 2975 4225 2975 3/4" dia. 4 3/4" 7 3/4" 20 3450 7600 3420 7800 Spreadsheet is based on the red values Hilti KB-TZ anchors: Carbon Steel Stainless Steel Em b. Min. Slab Edge Dist. T811,1bs. Van.lbs T811,1bs. V811,1bs depth Thick. 3/8" dia. Strong-Bolt 2 (30 ft-lbs Installation and torque test) 3/8" dia. 2" I 4" 4 3/8" 690 I 890 830 890 1/2" dia. Strong-Bolt 2 (40 ft-lbs installation and torque test) 1/2" dia. 2" 4" N/A 1284 1383 1284 1383 1/2" dia. 2" 4" 2 3/4" 1200 831 1200 831 1/2" dia. 3 1/4. 6" N/A 2625 3122 2625 3122 1/2" dia. 31/4" 6" 2 3/4" 1673 757 1673 757 5/8" dla. Strona-Bolt 2 (60 ft-lbs Installation and torQue test 60 ft-lbs @ SS) 5/8" dia. 3 1/8" 5" N/A 2508 5146 2508 5146 5/8" dia. 3118. 6" 3 5/8" 20725 1393 20725 1393 5/8" dia. 4" 6" N/A 3631 5146 3631 5146 5/8" dia. 4" 6" 3 3/4" 2414 1352 2414 1352 Mechanical Equipment-anchorage to concrete -mezz ap 1.0 and Rp 2.5 r1 ~GSSI Project: Genmark • Tl Structural Engineers Engr: OGonzalez Overturning of the Mechanical Equipment on a concrete deck or housekeeping pad Design Parameters Sos = 0.76 lp = 1.00 ap = 2.5 Rp = 6.0 Slab on grade? spectral acceleration, short period importance factor component ampflication factor Component response mod. factor No Strength Design: .90 +1.0E Allow. Stress Design: .60 + 1.0E/1.4 SO or ASD? = Strength Design z = 15 h = 15 ft. (ht. in structure of point of attachment), z=O @ grade ft. ( avg. roof ht.) z/h = 1.0 F p = .4 *aP *Sos·W P *( 1 +2*zlh )/(Rpflp). ( 13.3-1) Fp(max) = 1.6*S0s*lp*WP, (13.3-2) Fp(min) = 0.3*S0s*lp*WP, (13.3-3) Fv = .2*SDS*Wp, (12.4.2.3) Fp Fp(max) Fp(min) Fv OTM = Fp*unit heighU2 RM = (.9-Fv)*Wt*unit width/2 Unit Size, inches Curb weight, Fp width lenath heiaht ht, in. lbs AH-1 138 187 72 0 9,700 3,701 AH-2 106 189 74 0 7,500 2,861 AH-3 157 29 48 0 3,400 1,297 AH-4 119 174 78 0 8,100 3,090 AH-5 110 174 78 0 7,600 2,899 DHU-1 66 354 61 0 8,300 3,166 EF-1,2,4 16 32 27 0 140 53 EF-3 5 16 32 27 0 140 53 AH-1 5 anchors per side 2 sides 0.27 + 0.00 = 0.27 < 1.2, okay AH-2 4 anchors per side 2 sides 0.26 + 0.00 = 0.26 < 1.2, okay AH-3 6 anchors per side 2 sides 0.08 + 0.00 = 0.08 < 1.2, okay AH-4 5 anchors per side 2 sides 0.23 + 0.00 = 0.23 < 1.2, okay AH-5 4 anchors per side 2 sides 0.27 + 0.00 = 0.27 < 1.2, okay DHU-1 12 anchors per side 2 sides 0.10 + 0.00 = 0.10 < 1.2, okay = = = = Fv 1,480 1,145 519 1,236 1,160 1,267 21 21 Use Use Use Use Use Use 0.38 WP 1.22 WP 0.23 Wp 0.15 Wp OTM RM ft-lbs ft-lbs 11,102 24,954 8,822 14,820 2,594 9,951 10,043 17,969 9,423 15,584 8,048 10,212 60 41 60 41 5 5/8 4 5/8 6 5/8 5 5/8 4 5/8 12 5/8 Mechanical Equipment-anchorage to concrete -mezz ap 2.5 and Rp 6 r1 GSSI No. 15176A. Date 12/7/2015 Uplift, anchors lbs dia. No uplift 5/8 No uplift 5/8 No uplift 5/8 No uplift 5/8 No uplift 5/8 No uplift 5/8 15 3/8 15 3/8 anchors per side anchors per side anchors per side anchors per side anchors per side anchors per side ~GSSI Project: Genmark -Tl GSSI No. 15176A . Structural Engineers Engr: OGonzalez Date 12n12015 EF-1,2,4 3 anchors per side 2 sides Use 3 3/8 anchors per side 0.01 + 0.00 = 0.01 < 1.2, okay EF-3,5 3 anchors per side 2 sides Use 3 3/8 anchors per side 0.01 + 0.00 = 0.01 < 1.2, okay Mechanical Equipment -anchorage to concrete -mezz ap 2.5 and Rp 6 r1 • ~GSSI Project: Genmark -Tl Structural Engineers Engr: OGonzalez Overturning of the Mechanical Equipment on a concrete housekeeping pad Design Parameters Sos = 0.76 lp = 1.00 Bp = 2.5 Rp = 6.0 Slab on grade? spectral acceleration, short period importance factor component ampflication factor Component response mod. factor Yes Strength Design: .90 +1.0E Allow. Stress Design: .60 + 1.0E/1.4 SO or ASD? = Strength Design z = 0 h = 0 ft. (ht. in structure of point of attachment), z=O @ grade ft. ( avg. roof ht.) z/h = 0.0 Fp = .4*ap*Sos•Wp*(1+2*z/h)/(Rpllp). (13.3-1) Fp = 0.13 Wp F p(max) = 1.6*Sos *lp *W P• ( 13.3-2) Fp(max) = 1.22 Wp Fp(min) = 0.3*S0s*lp*WP, (13.3-3) Fp(min) = 0.23 WP Fv = .2*SDS*Wp, (12.4.2.3) Fv = 0.15 WP OTM = Fp*unit height/2 RM = (.9-Fv)*Wt*unit width/2 Unit Size, inches Curb weight, Fp Fv OTM RM width length height ht, in. lbs ft-lbs ft-lbs Generator 45 139 84 0 8,500 1,946 1,297 6,810 7,130 Chiller 88 330 90 0 16,000 3,662 2,442 13,734 26,247 Pumps CHWP 1 &2 18 36 25 0 450 103 69 107 151 Vaporizer 30 48 30 0 500 114 76 143 280 LN2 Tank 95 233 95 0 14,500 3,319 2,213 13,138 25,679 Pumps CHWP 1 &2 9 9 15 0 450 103 69 64 75 -- ------ Generator 6 anchors per side 2 sides Use 6 5/Sss 0.07 + 0.00 = 0.07 < 1.2, okay Chiller 4 anchors per side 2 sides Use 4 3/4ss 0.17 + 0.00 = 0.17 < 1.2, okay Pumps CHWP 1 &2 3 anchors per side 2 sides Use 3 1/2ss 0.01 + 0.00 = 0.01 < 1.2, okay Vaporizer 3 anchors per side 2 sides Use 3 3/Bss 0.01 + 0.00 = 0.01 < 1.2, okay LN2 Tank 3 anchors per side 2 sides Use 3 5/8 0.41 + 0.00 = 0.41 < 1.2, okay Mechanical Equipment-anchorage to concrete -site ap 1.0 and Rp 2.5 r1 Sh~~ GSSI No. 15176A. Date 12/4/2015 Uplift, anchors lbs dia. No uplift 5/Bss No uplift 3/4ss No uplift 1/2ss No uplift 3/Bss No uplift 5/8 No uplift . . . anchors per side anchors per side anchors per side anchors per side anchors per side • ~GSSI Project: Genmark -Tl Structural Engineers Engr: OGonzalez Overturning of the Mechanical Equipment on a concrete housekeeping pad Design Parameters Sos = 0.76 lp = 1.00 spectral acceleration, short period importance factor Strength Design: .90 +1.0E Allow. Stress Design: .60 + 1.0E/1.4 GSSI No. 15176A. Date 8/31/2015 8p = 1.0 component ampflication factor Component response mod. factor SO or ASD? = Allow. Stress Design Rp = 2.5 Slab on grade? Yes z = 0 h = 0 ft. (ht. in structure of point of attachment), z=O @ grade ft. ( avg. roof ht.) zlh = 0.0 Fp = .4*ap*Sos•Wp*(1+2*z/h)/(Rpllp), (13.3-1) Fp Fp(max) = 1.6*S0s *lp *W P• (13.3-2) Fp(max) Fp(min) = 0.3*S0s*lp*Wp, (13.3-3) Fp(min) Fv = .14*Sds*Wp, (12.4.2.3) Fv OTM = Fp*unit heighU2 RM = (.6-Fv)*Wt*unit width/2 Unit Size, inches Curb weight, Fp width length height ht, in. lbs LN2 Tank 95 233 95 0 14,500 2,371 - - - - - - - LN2 Tank 4 anchors per side 2 sides 0.12 + 0.00 = 0.12 < 1.2, okay 0 4 anchors per side 2 sides ###### + ###### = #VALUE! #VALUE! 0 4 anchors per side 2 sides ###### + ###### = #VALUE! #VALUE! 0 3 anchors per side 2 sides ###### + ###### = #VALUE! #VALUE! 0 3 anchors per side 2 sides ###### + ###### = #VALUE! #VALUE! 41078940 = 0.09 WP = 0.87 WP = 0.16 Wp = 0.11 Wp Fv OTM RM Uplift, anchors ft-lbs ft-lbs lbs dia. 1,549 9,384 28,306 No uplift 5/8ss - - ------- --------- ---- ---- -- Use 4 5/Bss anchors per side Use 4 anchors per side Use 4 anchors per side Use 3 anchors per side Use 3 anchors per side Project: Genmark -Tl She~ ~GSSI GSSI No. 15176A. Structural Engineers Engr: OGonzalez Date 8/31/2015 Overturning of the Mechanical Equipment Design Parameters Sos = 0.76 lp = 1.00 8p = 2.5 Rp = 6.0 Slab on grade? z = 29 h = 29 z/h = 1.0 spectral acceleration, short period importance factor component ampflication factor Component response mod. factor No on the roof Strength Design: .9D +1.0E Allow. Stress Design: .6D + 1.0E/1.4 SD or ASD? = Allow. Stress Design ft. (ht. in structure of point of attachment), z=O @ grade ft. (avg. roof ht.) Fp = .4*aP *Sos·W P *( 1 +2*z/h )/(Rpllp). ( 13.3-1) F -p-0.27 WP OTM = Fp*unit height/2 Fp(max) = 1.6*S05 *lp *W P• ( 13.3-2) Fp(max) = 0.87 WP RM=(.6-Fv)*Wt*unit width/2 Fp(min) = 0.3*S05*1p*WP, (13.3-3) Fp(min) = 0.16 WP Fv = .14*Sds*Wp, (12.4.2.3) F = v 0.11 Wp Unit Size, inches Curb weight, Fp Fv OTM RM Uplift, lbs anchors Angle width length height ht, in. lbs ft-lbs ft-lbs RTU-1,2 44 48 55 14 600 164 64 565 542 6 3/8" 2 Condenser 17 44 36 0 300 82 32 123 105 13 5/16" 9 ----. -- --. -- --. --- ---------- -- I Tall, lbsl Vall, lbsl I*Ta// =thread length x w 1/4" dia. SDS screws 345 250 5/16" dia. lag screws 532 200 3" embedment (T-E= 2 5/16", 266 pli)) 3/8" dia. lag screws 839 200 4 1/2" embedment (T-E= 2 3/4", 305 pli) 1/2" dia. lag screws 992 290 5" embedment (T-E= 2 5/8", 378. pli) RTU-1,2 2 anchors per side 2 sides Use 2 3/8" dia. lag screws Fp & Uplift, per anchor = 41 lbs 3 lbs R= 41 lbs. per side, spacing @ 32" o/c Za'= 200 *1.60= 320 lbs. > R = 41 lbs. Okay Condenser 3 anchors per side 2 sides Use 3 5/16" dia. lag screws V &T= 14 lbs 4 lbs R= 14 lbs. per side, spacing @ 32" o/c Za'= 203 *1.60= 325 lbs. > R = 14 >R Okay 41128940 ·~GSSI Structural Engineers 15176A GenMark Diagnostics Tenant Improvements HR-36® Roof and Wall A-1 Jf'\AEP ~SPAN Featuring Painted side A BlueScope Steel Company Zincalume®For Twice the Life! Zincalume combines the strength of steel with the corrosion resistance of aluminum for twice the life of most zinc coatings. j_ 1'h" T HR-36 Roof & Wall (Roof Orientation Shown) _.I I-+-2Y1a" 36" Net Coverage ------. 36" HR-36 Roof and Wall Section Properties Base Steel Y1eld Tens1le Wt I+ S+ 1-S-Gauge Thickness (In) (ks1) (ks1) (lbs/ft') (m'/ft) (in3/ft) (1n'/ft) (1n3/ft) 24 0.0232 50 65 1.2 0.1027 0.1234 0.1023 0.1121 22 0.0294 50 65 1.5 0.1367 0.1682 0.1367 0.1544 20* 0.0354 40 55 1.8 0.1800 0.2304 0.1833 0.2116 18* 0.0459 40 55 2.3 0.2533 0.3240 0.2600 0.3310 * 18 and 20 gauge supplied as G-90 galvanized. NOTE: The moments of inertia, 1• and 1-, presented for determining deflection are: (21=~•ctlv• + IG,...)/3 features I benefits • Wider coverage means fewer panels to handle and install, saving time and money. • Long spanning capability: design provides superior load and span capacities, saving money in structural support. • Quick, standard economical trim packages available and can be ordered by number. • Crimp curving available for a unique appearance. 011 Canning All flat metal surfaces can display waviness commonly referred to as "oil canning". "Oil canning" is an inherent characteristic of steel products, not a defect, and therefore is not a cause for panel rejection. • Fiberglass panels are available to match the profile of the metal panels. • 24 gauge through 18 gauge panels available in the cool DuraTech®SQOO (polyvinylidene fluoride) or DuraTech mx (metallic polyvinylidene) coatings or Zincalume Plus*. 18, 20 and 22 gauge panels require longer lead times. Tacoma, WA & Fontana, CA Phone: 800-733-4955 Fax: 253-272-0791 www.aepspan.com HR-36® Roof and Wall A-2 i~AEP ~SPAN A BlueScope Steel Company 36" HR-36 Roof and Wall LOADING TABLE LEGEND f - Load limited by flexural bending stress L -Span (Inches) U180-Load limited by a deflection of 1/180 of the span w -Distributed load w SS-Single span +U+UUUUH } L D w Inward DS-Double span ++++++++++++++++++ Loads }---L ----.}---L ----.J w TS-Triple span +++++++++++++++++++++ }---L ---+}---L ---+}---L ---+] V!! Outward fHHHfHHH Loads } L 0 oads (lbs/ft') per Span (ft.-in.) 50 38 30 24 121 81 57 41 NOTES: • Top values based on allowable stress. Bottom values based on allowable deflection of U180. • "-"denotes that the allowable deflection is limited by the allowable flexural bending stress. • Steel confomns to ASTM A653 (Galvanized} or ASTM A792 (Zincalume) with 40,000 psi minimum yield for 20 gauge and 18 gauge, and 50,000 psi minimum yield for 24 gauge and 22 gauge. • Tabulated values are for positive (Inward) loading only. • Values are based on the American Iron and Steel Institute (AISI) "Cold Fomned Steel Design Manual" (2007 Edition). Specifications subject to change without notice. Tacoma, WA & Fontana, CA Phone: 800-733-4955 Fax: 253-272-0791 www.aepspan.com @2011 ASC Profiles, Inc. -A BlueScope Steel Company. All rights reserved. June 2011 Printed in USA (PS165) POD 6005137-33 6005137-43 6005137-54 6005137-54 6005137-68 6005137-68 6005137-97 6005137-97 6005162-33 6005162-43 6005162-54 6005162-54 6005162-68 6005162-68 6005162-97 6005162-97 6005162-118 6005162-118 6005200-33 6005200-43 6005200-54 6005200-54 6005200-68 6005200-68 6005200-97 6005200-97 6005200-118 6005200-118 6005250-43 6005250-54 6005250-54 6005250-68 6005250-68 6005250-97 6005250-97 6005250-118 6005250-118 6005300-54 6005300-54 6005300-68 6005300-68 6005300-97 6005300-97 6005300-118 6005300-118 6005350-54 6005350-54 6005350-68 6005350-68 6005350-97 6005350-97 6005350-118 8005137-43 8005137-54 8005137-54 8005137-68 8005137-68 8008137-97 8005137-97 8005162-33 1 8005162-43 8008162-54 8005162-54 8008162-68 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.1242 0.1242 0.0346 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.1242 0.1242 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.1242 0.1242 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.1242 0.1242 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.1242 0.0451 0.0566 0.0566 0.0713 0.0713 0.1017 0.1017 0.0346 0.0451 0.0566 0.0566 0.0713 33 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 50 33 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 33 33 50 33 50 33 50 33 33 33 50 33 0.675 1.401 3.449 73.0 1.401 3.449 59.2 1.391 3.427 0.531 73.1 1.391 3.427 0.531 59.1 . 8 0.413 1.41 0.514 1.75 0.514 1.75 0.455 0.645 0.832 15.95 o.m 21.24 0.519 2.416 0.513 2.406 1890 0.549 0.769 -0.784 0.506 1947 0.549 0.769 -0.784 0.506 0.889 0.890 0.893 0.893 33.5 33.3 33.0 26.8 0.640 2.18 0.640 2.18 0.889 3.03 0.889 3.03 0.681 2.518 0.839 2.518 0.839 3.094 1.031 3.094 1.031 4.188 1.396 4.188 1.396 1.793 0.598 2.316 0.772 2.860 0.953 2.860 0.953 3.525 1.175 3.525 1.175 4.797 1.599 4.797 1.599 5.652 1.884 5.652 1.884 2.075 0.692 2.683 0.894 3.319 1.106 3.319 1.106 4.101 1.367 4.101 1.367 5.612 1.871 5.612 1.871 2.200 0.125 0.443 2.200 0.125 0.443 1.031 24.05 2 24.05 1.030 30.84 28.89 1.396 34.48 2 34.49 1.396 50.80 2 50.80 0.577 11.41 9.47 0.767 16.68 2 14.46 2739 2823 4347 5350 6911 10472 638 1416 2339 1.084 2879 1.084 2512 3.066 3805 3.066 638 0.137 1240 0.303 1890 0.594 1947 0.594 0.930 0.930 1.216 1.216 -0.768 0.497 -0.768 0.497 2.391 2.391 2.371 2.371 0.895 30.1 0.895 26.5 0.344 1.17 0.447 1.52 0.556 1.89 0.556 1.89 0.693 2.36 0.693 2.36 0.966 3.29 0.966 3.29 1.158 3.94 1.158 3.94 0.379 1.29 0.492 1.67 0.613 2.09 0.613 2.09 0.764 2.60 0.764 2.60 1.067 3.63 1.067 3.63 1.283 4.36 6.641 2.214 1.283 4.36 6.641 2.214 0.537 1.83 3.082 1.027 0.670 2.28 3.819 1.273 0.670 2.28 3.819 1.273 0.836 2.84 4.727 1.576 0.836 2.84 4.727 1.576 1.169 3.98 6.496 2.165 1.169 3.98 6.496 2.165 1.407 4.79 7.713 2.571 2.170 2.170 2.282 2.276 2.267 2.267 2.255 2.255 2.229 2.229 0.159 0.422 4.188 0.159 0.422 4.188 0.116 0.581 0.148 0.576 0.180 0.180 0.218 0.218 0.283 0.283 1.793 2.316 2.860 2.860 3.525 3.525 4.797 4.797 0.953 0.916 1.175 1.164 1.599 1.599 2.209 0.321 2.209 0.321 2.340 0.209 2.335 0.268 0.570 0.570 0.560 0.560 0.541 0.541 0.526 0.526 0.743 0.739 5.652 1.884 5.652 1.884 2.058 2.683 2.327 0.328 0.732 3.319 2.327 0.328 0.732 3.319 0.621 0.873 1.106 1.015 21.17 2 19.75 2739 30.33 2 25.90 2823 26.78 35.69 38.37 56.72 4347 5350 6911 10472 2339 1.174 2879 1.174 2512 3.329 3805 3.329 -0.734 0.480 2.330 0.901 -0.734 0.480 2.330 0.901 0.861 -1.072 1.095 -1.062 1.337 1.337 1.626 1.626 -1.049 -1.049 -1.032 -1.032 2.153 -0.997 2.153 -0.997 26.79 2 39.47 2 38.37 2 56.732 46.82 2 68.94 2 12.28 17.24 46.82 8267 2391 5.956 2.487 -0.971 68.93 12526 3622 5.956 2.487 -0.971 0.677 0.670 0.663 0.663 0.655 0.655 0.636 0.636 0.623 0.623 0.901 0.894 0.887 0.887 10.77 638 15.39 1416 24.07 2 22.07 30.40 27.38 0.151 1.593 0.334 2.033 2.493 2.493 -1.457 -1.446 -1.432 -1.432 2.316 0.400 2.316 0.400 2.293 0.530 2.293 0.530 0.723 0.723 0.705 0.705 4.101 1.367 30.42 2 29.97 4.101 1.317 43.71 2 39.69 2739 2823 4347 5350 638 1240 1890 1947 2339 2879 0.655 0.655 1.295 1.295 3.047 -1.415 0.878 3.047 -1.415 0.878 0.828 0.830 0.832 0.832 0.835 0.835 0.841 0.841 0.845 0.845 0.740 0.742 0.744 0.744 0.746 0.746 0.752 0.752 0.756 0.756 0.652 0.654 0.654 0.656 0.656 0.661 0.661 0.665 5.612 5.612 0.690 6.641 0.690 6.641 43.49 2 43.49 6911 2512 3.679 4.080 64.53 2 63.67 10472 3805 3.679 4.080 -1.378 -1.378 -1.351 -1.351 -1.874 -1.860 -1.860 -1.842 -1.842 -1.803 -1.803 -1.775 28.8 23.6 41.1 39.0 38.4 31.4 37.7 30.8 36.4 29.8 35.6 29.1 51.6 51.4 48.9 41.6 48.2 39.3 46.9 38.3 46.1 37.6 62.4 62.3 50.5 59.2 50.4 58.0 47.3 57.3 1.407 4.79 7.713 2.571 0.726 2.47 4.319 1.440 0.726 2.47 4.319 1.440 0.907 3.09 5.354 1.785 0.907 3.09 5.354 1.785 1.271 4.32 7.381 2.460 2.275 2.275 2.396 2.388 2.388 2.378 2.378 2.357 2.357 2.342 2.342 2.439 2.439 2.430 2.430 2.410 0.611 0.611 0.458 0.562 0.562 0.688 0.688 0.923 0.923 1.075 1.075 0.875 0.875 1.075 1.075 1.454 0.923 0.917 0.917 0.908 0.908 0.889 0.889 0.874 0.874 1.098 1.098 1.089 1.089 1.070 3.082 3.819 3.766 4.727 4.723 6.496 6.496 7.713 7.713 4.269 4.014 5.344 5.221 7.381 1.871 1.871 2.214 2.214 0.918 1.159 1.069 1.508 1.386 2.161 2.063 2.571 2.498 1.211 1.106 1.581 53.05 2 53.05 78.44 2 78.44 18.14 16.21 22.90 21.90 32.00 28.71 32.822 31.50 41.49 39.07 48.81 2 48.91 69.38 2 66.81 59.58 2 59.59 85.92 2 86.83 23.93 22.80 8267 12526 1416 2739 2823 4347 5350 6911 10472 8267 12526 2739 2823 4347 5350 6911 2391 3622 1240 1890 1947 2339 2879 2512 3805 2391 3622 1890 1947 2339 2879 2512 6.595 6.595 0.364 0.715 0.715 1.416 1.416 4.030 4.030 7.234 7.234 0.775 0.775 1.537 1.537 4.381 4.753 4.753 3.411 4.194 4.194 5.145 5.145 6.947 6.947 8.142 8.142 6.452 6.452 7.937 7.937 10.776 -1.775 -2.299 0.859 0.859 0.845 0.845 1.136 1.129 1.129 1.119 1.119 1.100 1.100 1.085 1.085 1.372 1.372 1.363 1.363 1.343 2.587 2.577 2.562 2.562 2.543 2.543 2.501 2.501 2.470 2.470 2.855 2.844 2.829 2.829 2.809 2.809 2.767 2.767 2.735 2.735 3.179 3.163 3.163 3.142 3.142 3.098 3.098 3.066 3.066 3.527 3.527 3.505 3.505 3.461 0.665 46.6 0.575 72.8 1.271 1.531 1.531 0.825 0.825 1.032 1.032 1.449 1.449 1.748 0.503 0.627 0.627 0.782 0.782 1.093 1.093 0.413 0.537 0.670 0.670 0.836 33.13 31.23 1.446 43.30 2.352 52.07 2 29.62 30.88 40.53 52.40 -2.299 -2.280 -2.280 -2.241 0.575 0.577 0.577 0.581 4.32 7.381 2.460 2.410 1.454 1.070 7.280 2.247 67.28 64.67 10472 3805 4.381 10.776 -2.241 1.343 3.461 0.581 59.1 72.8 59.0 68.8 58.8 68.1 55.3 91.8 74.4 91.8 74.4 87.5 74.4 86.9 5.21 8.785 2.928 2.395 1.704 1.055 8.785 2.840 64.29 2 66.28 8267 2391 7.872 12.683 -2.212 1.328 3.427 0.583 5.21 8.785 2.928 2.395 1.704 1.055 8.713 2.797 94.24 2 90.37 12526 3622 7.872 12.683 -2.212 1.328 3.427 0.583 2.81 5.022 1.674 2.467 1.491 1.344 4.911 1.452 28.70 27.98 2739 1890 0.881 12.942 -3.037 1.787 4.137 0.461 2.81 5.022 1.674 2.467 1.491 1.344 4.721 1.335 39.97 36.56 2823 1947 0.881 12.942 -3.037 1.787 4.137 0.461 3.51 6.237 2.079 2.459 1.841 1.336 6.237 1.949 38.50 37.63 -4347 2339 1.748 15.968 -3.018 1.777 4.115 0.462 3.51 6.237 2.079 2.459 1.841 1.336 6.166 1.771 53.01 49.69 5350 2879 1.748 15.968 -3.018 1.777 4.115 0.462 4.93 8.631 2.877 2.441 2.518 1.318 8.631 2.822 61.55 2 62.49 6911 2512 4.994 21.811 -2.979 1.757 4.071 0.464 4.93 8.631 2.877 2.441 2.518 1.318 8.631 2.593 77.64 78.36 10472 3805 4.994 21.811 -2.979 1.757 4.071 0.464 5.95 10.304 3.435 2.428 2.978 1.305 10.304 3.435 76.39 2 76.40 8267 2391 8.990 25.791 -2.951 1.742 4.038 0.466 1.71 2.13 2.13 2.66 2.66 3.72 3.72 1.41 1.83 2.28 2.28 2.84 4.134 1.033 2.866 0.093 0.430 4.001 0.896 17.70 15.78 1051 1051 5.110 1.277 2.855 0.112 0.423 5.077 1.179 23.29 21.74 2091 2091 5.110 1.277 2.855 0.112 0.423 4.974 1.083 32.42 28.47 2091 2091 6.303 1.576 2.839 0.134 0.414 6.303 1.541 30.45 29.75 4221 3367 6.303 1.576 2.839 0.134 0.414 6.285 1.468 43.96 39.57 4221 3367 8.597 2.149 2.805 0.169 0.394 8.597 2.149 53.09 2 53.09 8843 4824 8.597 2.149 2.805 0.169 0.394 8.597 2.149 64.35 63.91 10885 5938 3.582 0.896 2.943 0.125 0.550 3.384 0.710 14.03 12.61 474 474 4.633 1.158 2.937 0.160 0.546 4.500 1.019 20.14 18.33 1051 1051 5.736 1.434 2.927 0.194 0.539 5.702 1.334 26.36 24.98 2091 2091 5.736 1.434 2.927 0.194 0.539 5.600 1.229 36.79 32.81 2091 2091 7.089 1.772 2.913 0.235 0.530 7.089 1.737 34.32 33.84 4221 3367 0.341 1.214 -0.687 0.454 2.978 0.947 32.2 0.670 1.478 -0.676 0.448 2.964 0.948 32.0 0.670 1.478 -0.676 0.448 2.964 0.948 25.9 1.325 1.789 -0.661 0.440 2.944 0.950 31.6 1.325 1.789 -0.661 0.440 2.944 0.950 25.6 3.767 2.349 -0.630 0.423 2.902 0.953 27.6 3.767 2.349 -0.630 0.423 2.902 0.953 25.0 0.165 1.630 -0.936 0.607 3.137 0.911 40.1 0.364 2.076 -0.926 0.601 3.128 0.912 39.8 0.715 2.539 -0.91-4 0.594 3.113 0.914 39.6 0.715 2.539 -0.914 0.594 3.113 0.914 32.1 1.416 3.093 -0.899 0.586 3.094 0.916 39.3 1 Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 'Allowable moment includes cold work of forming. See Table Notes on page 7. •rtj[" '>"''"':'~' '"r'"c'! , :~;-··, .·~i'··~~r:~~~.~,~~ Section ·~ ~=.:,~=:.,~ lxe .. IIIII IIIII = 1 ''>"' (lnl) (lnll) (In-k) (In-k) 8008162-68 0.0713 50 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.070 1.663 49.80 45.11 4221 8008162-97 0.1017 33 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.428 58.272 58.27 8843 8008162-97 0.1017 50 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.428 72.70 71.93 10885 8008162-118 0.1242 33 1.407 4.79 11.504 2.876 2.860 0.345 0.496 11.504 2.876 71.47 2 71.47 11341 8008162-118 0.1242 50 1.407 4.79 11.504 2.876 2.860 0.345 0.496 11.504 2.876 105.23 2 105.23 16235 8008200-33 1 0.0346 33 0.448 1.52 4.096 1.024 3.023 0.227 0.712 4.096 0.816 16.12 14.52 474 8008200-43 0.0451 33 0.582 1.98 5.302 1.325 3.018 0.292 0.708 5.302 1.293 25.54 20.99 1051 8008200-54 0.0566 33 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.643 35.752 30.37 2091 8008200-54 0.0566 50 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.499 44.87 37.37 2091 8008200-68 0.0713 33 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 2.035 45.29 2 41.79 4221 8008200-68 0.0713 50 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 1.964 65.21 2 54.70 4221 8008200-97 0.1017 33 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 65.12 2 65.12 8843 8008200-97 0.1017 50 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 96.63 2 89.76 10885 8008200-118 0.1242 33 1.531 5.21 13.316 3.329 2.949 0.665 0.659 13.316 3.329 79.78 2 79.78 11341 8008200-118 0.1242 50 1.531 5.21 13.316 3.329 2.949 0.665 0.659 13.316 3.329 117.952 117.55 16235 8008250-43 0.0451 33 0.627 2.13 6.015 1.504 3.097 0.500 0.893 6.015 1.313 25.95 22.06 1051 8008250-54 0.0566 33 0.783 2.66 7.465 1.866 3.088 0.614 0.886 7.465 1.712 33.82 30.07 2091 8008250-54 0.0566 50 0.783 2.66 7.465 1.866 3.088 0.614 0.886 7.378 1.525 45.66 39.13 2091 8008250-68 0.0713 33 0.978 3.33 9.261 2.315 3.077 0.752 0.877 9.261 2.220 48.33 2 43.63 4221 8008250-68 0.0713 50 0.978 3.33 9.261 2.315 3.077 0.752 0.877 9.240 2.059 61.65 53.75 4221 8008250-97 0.1017 33 1.372 4.67 12.789 3.197 3.053 1.009 0.857 12.789 3.191 72.07 2 70.72 8843 8008250-97 0.1017 50 1.372 4.67 12.789 3.197 3.053 1.009 0.857 12.789 3.054 102.70 2 93.42 10885 8008250-118 0.1242 33 1.655 5.63 15.242 3.810 3.035 1.175 0.843 15.242 3.810 88.31 2 88.31 11341 8008250-118 0.1242 50 1.655 5.63 15.242 3.810 3.035 1.175 0.843 15.242 3.707 127.51 2 122.92 16235 8008300-54 0.0566 33 0.839 2.86 8.358 2.090 3.156 0.960 1.069 8.249 1.785 35.28 31.13 2091 8008300-54 0.0566 50 0.839 2.86 8.358 2.090 3.156 0.960 1.069 7.862 1.535 45.96 40.22 2091 8008300-68 0.0713 33 1.050 3.57 10.382 2.595 3.145 1.179 1.060 10.351 2.321 45.86 42.54 4221 8008300-68 0.0713 50 1.050 3.57 10.382 2.595 3.145 1.179 1.060 10.082 2.145 64.21 55.47 4221 8008300-97 0.1017 33 1.474 5.02 14.375 3.594 3.123 1.595 1.040 14.375 3.443 76.21 2 73.25 8843 8008300-97 0.1017 50 1.474 5.02 14.375 3.594 3.123 1.595 1.040 14.170 3.304 98.92 89.89 10885 8008300-118 0.1242 33 1.779 6.05 17.167 4.292 3.106 1.871 1.025 17.167 4.168 94.33 2 95.78 11341 8008300-118 0.1242 50 1.779 6.05 17.167 4.292 3.106 1.871 1.025 17.022 4.108 138.41 2 126.69 16235 8008350-54 0.0566 33 0.938 3.19 9.683 2.421 3.212 1.646 1.325 9.477 2.125 41.98 38.29 2091 8008350-54 0.0566 50 0.938 3.19 9.683 2.421 3.212 1.646 1.325 9.191 1.869 55.96 49.74 2091 8008350-68 0.0713 33 1.174 4.00 12.046 3.012 3.203 2.034 1.316 12.046 2.837 56.07 51.89 4221 8008350-68 0.0713 50 1.174 4.00 12.046 3.012 3.203 2.034 1.316 11.909 2.596 77.73 68.05 4221 8008350-97 0.1017 33 1.652 5.62 16.737 4.184 3.183 2.784 1.298 16.737 4.101 89.432 87.25 8843 8008350-97 0.1017 50 1.652 5.62 16.737 4.184 3.183 2.784 1.298 16.737 3.785 113.34 108.67 10885 8008350-118 0.1242 33 1.997 6.79 20.041 5.010 3.168 3.295 1.285 20.041 5.010 111.44 2 111.44 11341 8008350-118 0.1242 50 1.997 6.79 20.041 5.010 3.168 3.295 1.285 20.041 4.762 158.02 2 150.37 16235 10008162-43 1 0.0451 33 0.627 2.13 8.025 1.605 3.577 0.168 0.518 7.523 1.302 25.74 22.49 836 10008162-54 0.0566 33 0.783 2.66 9.950 1.990 3.565 0.204 0.511 9.627 1.722 34.02 31.11 1661 10008162-54 0.0566 50 0.783 2.66 9.950 1.990 3.565 0.204 0.511 9.391 1.572 47.07 40.37 1661 10008162-68 0.0713 33 0.978 3.33 12.325 2.465 3.550 0.246 0.502 12.256 2.276 44.98 42.91 3345 10008162-68 0.0713 50 0.978 3.33 12.325 2.465 3.550 0.246 0.502 11.978 2.154 64.51 56.35 3345 10008162-97 0.1017 33 1.372 4.67 16.967 3.393 3.516 0.320 0.483 16.967 3.393 67.06 67.05 8843 10008162-97 0.1017 50 1.372 4.67 16.967 3.393 3.516 0.320 0.483 16.967 3.269 97.89 92.56 9864 10008162-118 0.1242 33 1.655 5.63 20.169 4.034 3.491 0.363 0.468 20.169 4.034 100.24 2 100.25 13189 10008162-118 0.1242 50 1.655 5.63 20.169 4.034 3.491 0.363 0.468 20.169 4.034 120.77 120.34 16235 10008200-43 1 0.0451 33 0.672 2.29 9.085 1.817 3.676 0.309 0.677 8.602 1.470 29.05 26.14 836 10008200-54 0.0566 33 0.839 2.86 11.278 2.256 3.666 0.378 0.671 10.953 1.984 39.20 35.86 1661 10008200-54 0.0566 50 0.839 2.86 11.278 2.256 3.666 0.378 0.671 10.769 1.705 51.05 46.62 1661 10008200-68 0.0713 33 1.050 3.57 13.994 2.799 3.652 0.460 0.662 13.920 2.607 51.51 49.07 3345 10008200-68 0.0713 50 1.050 3.57 13.994 2.799 3.652 0.460 0.662 13.665 2.420 72.46 64.50 3345 10008200-97 0.1017 33 1.474 5.02 19.336 3.867 3.622 0.609 0.643 19.336 3.867 76.42 76.42 8843 10008200-97 0.1017 50 1.474 5.02 19.336 3.867 3.622 0.609 0.643 19.336 3.741 112.00 104.73 9864 10008200-118 0.1242 33 1.779 6.05 23.052 4.610 3.599 0.703 0.629 23.052 4.610 110.50 2 110.50 13189 10008200-118 0.1242 50 1.779 6.05 23.052 4.610 3.599 0.703 0.629 23.052 4.610 138.04 135.74 16235 10008250-43 1 0.0451 33 0.717 2.44 10.203 2.041 3.711 0.531 0.860 10.203 1.617 31.95 27.67 836 10008250-54 0.0566 33 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.677 2.277 44.99 38.02 1661 10008250-54 0.0566 50 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.660 1.879 56.26 49.16 1661 10008250-68 0.0713 33 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.751 3.028 65.93 2 55.62 3345 10008250-68 0.0713 50 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.741 2.768 82.89 68.13 3345 10008250-97 0.1017 33 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.357 98.41 2 91.77 8843 10008250-97 0.1017 50 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.181 140.63 2 120.13 9864 10008250-118 0.1242 33 1.904 6.48 26.080 5.216 3.701 1.249 0.810 26.080 5.216 120.89 2 120.71 13189 10008250-118 0.1242 50 1.904 6.48 26.080 5.216 3.701 1.249 0.810 26.080 5.082 174.84 2 159.80 16235 10005300-54 0.0566 33 0.953 3.24 14.076 2.815 3.844 1.024 1.037 13.938 2.312 45.69 39.41 1661 10008300-54 0.0566 50 0.953 3.24 14.076 2.815 3.844 1.024 1.037 13.440 1.902 56.96 50.69 1661 10005300-68 0.0713 33 1.192 4.06 17.509 3.502 3.832 1.258 1.027 17.441 3.158 62.41 54.29 3345 10008300-68 0.0713 50 1.192 4.06 17.509 3.502 3.832 1.258 1.027 17.099 2.802 83.89 70.40 3345 1 Web he1ght-to-th1ckness rat1o exceeds 200. Web stiffeners are mqwmd at all support pomts and concentrated loads. 2AIIowable moment indudes cold work of' l'orming. See Table Notes on page 7. Ylnlt (lb) 3367 4824 5938 4971 7115 474 1051 2091 2091 3367 3367 4824 5938 4971 7115 1051 2091 2091 3367 3367 4824 5938 4971 7115 2091 2091 3367 3367 4824 5938 4971 7115 2091 2091 3367 3367 4824 5938 4971 7115 836 1661 1661 3345 3345 6434 7177 7747 9536 836 1661 1661 3345 3345 6434 7177 7747 9536 836 1661 1661 3345 3345 6434 7177 7747 9536 1661 1661 3345 3345 clt .·;i~~t~ ... ·~~ ,. .. , , . ., ·:- . "~· ·~I; .llrl008 Cw Xo m Ro I (lnl) (In') (In) (In) (In) 1.416 3.093 -0.899 0.586 3.094 0.916 31.9 4.030 4.114 -0.866 0.568 3.053 0.919 35.1 4.030 4.114 -0.866 0.568 3.053 0.919 31.4 7.234 4.766 -0.842 0.556 3.022 0.922 34.1 7.234 4.766 -0.842 0.556 3.022 0.922 28.0 0.179 2.971 -1.288 0.817 3.363 0.853 50.6 0.395 3.797 -1.277 0.811 3.353 0.855 50.3 o.ns 4.663 -1.265 0.804 3.338 0.856 47.8 0.775 4.663 -1.265 0.804 3.338 0.856 40.7 1.537 5.712 -1.248 0.796 3.319 0.859 47.0 1.537 5.712 -1.248 0.796 3.319 0.859 38.4 4.381 7.684 -1.214 0.777 3.278 0.863 45.5 4.381 7.684 -1.214 0.777 3.278 0.863 37.2 7.872 8.981 -1.188 0.764 3.247 0.866 44.6 7.872 8.981 -1.188 0.764 3.247 0.866 36.5 0.425 6.374 -1.675 1.043 3.632 0.787 61.5 0.836 7.850 -1.661 1.036 3.617 0.789 61.4 0.836 7.850 -1.661 1.036 3.617 0.789 49.8 1.658 9.652 -1.644 1.027 3.597 0.791 58.2 1.658 9.652 -1.644 1.027 3.597 0.791 49.6 4.731 13.091 -1.607 1.008 3.555 0.796 56.8 4.731 13.091 -1.607 1.008 3.555 0.796 46.4 8.511 15.395 -1.580 0.994 3.524 0.799 55.9 8.511 15.395 -1.580 0.994 3.524 0.799 45.6 0.896 12.076 -2.073 1.271 3.924 0.721 72.2 0.896 12.076 -2.073 1.271 3.924 0.721 58.6 1.779 14.888 -2.055 1.262 3.903 0.723 72.0 1.779 14.888 -2.055 1.262 3.903 0.723 58.4 5.082 20.304 -2.017 1.243 3.860 0.727 67.7 5.082 20.304 -2.017 1.243 3.860 0.727 58.1 9.149 23.979 -1.989 1.229 3.828 0.730 66.8 9.149 23.979 -1.989 1.229 3.828 0.730 54.5 1.002 22.897 -2.766 1.668 4.441 0.612 90.0 1.002 22.897 -2.766 1.668 4.441 0.612 73.1 1.990 28.308 -2.748 1.658 4.421 0.614 89.9 1.990 28.308 -2.748 1.658 4.421 0.614 72.9 5.696 38.834 -2.710 1.639 4.377 0.617 85.4 5.696 38.834 -2.710 1.639 4.377 0.617 72.7 10.267 46.068 -2.682 1.624 4.345 0.619 84.6 10.267 46.068 -2.682 1.624 4.345 0.619 68.9 0.425 3.430 -0.823 0.545 3.707 0.951 38.8 0.836 4.198 -0.812 0.538 3.692 0.952 38.6 0.836 4.198 -0.812 0.538 3.692 0.952 31.3 1.658 5.121 -0.798 0.531 3.673 0.953 38.2 1.658 5.121 -0.798 0.531 3.673 0.953 31.0 4.731 6.827 -0.768 0.514 3.631 0.955 37.5 4.731 6.827 -0.768 0.514 3.631 0.955 30.4 8.511 7.924 -0.746 0.502 3.600 0.957 32.9 8.511 7.924 -0.746 0.502 3.600 0.957 30.0 0.456 6.236 -1.147 0.743 3.910 0.914 49.3 0.896 7.665 -1.135 0.737 3.896 0.915 49.1 0.896 7.665 -1.135 0.737 3.896 0.915 39.8 1.779 9.401 -1.120 0.729 3.876 0.917 48.8 1.779 9.401 -1.120 0.729 3.876 0.917 39.6 5.082 12.679 -1.088 0.711 3.836 0.920 48.2 5.082 12.679 -1.088 0.711 3.836 0.920 39.0 9.149 14.848 -1.064 0.699 3.805 0.922 43.3 9.149 14.848 -1.064 0.699 3.805 0.922 38.7 0.486 10.481 -1.518 0.965 4.155 0.867 60.7 0.957 12.922 -1.505 0.958 4.140 0.868 60.5 0.957 12.922 -1.505 0.958 4.140 0.868 49.1 1.899 15.909 -1.488 0.950 4.121 0.870 57.3 1.899 15.909 -1.488 0.950 4.121 0.870 48.8 5.433 21.632 -1.454 0.932 4.080 0.873 55.8 5.433 21.632 -1.454 0.932 4.080 0.873 45.6 9.788 25.490 -1.428 0.918 4.049 0.876 54.7 9.788 25.490 -1.428 0.918 4.049 0.876 44.8 1.017 19.888 -1.892 1.185 4.408 0.816 71.5 1.017 19.888 -1.892 1.185 4.408 0.816 58.1 2.020 24.551 -1.874 1.176 4.388 0.818 71.3 2.020 24.551 -1.874 1.176 4.388 0.818 57.8 10005300-97 10005300-97 10005300-118 10005300-118 10005350-54 10005350-54 10005350-68 10005350-68 0.0713 10005350-97 0.1017 10005350-97 0.1017 10005350-118 0.1242 10005350-118 0.1242 12005162-54 1 0.0566 12005162-54 1 0.0566 12005162-68 0.0713 12005162-68 0.0713 12005162-97 0.1017 12005162-97 0.1017 12005162-118 0.1242 12005162-118 0.1242 12005200-54 1 0.0566 12005200-54 1 0.0566 12005200-68 0.0713 12005200-68 0.0713 12005200-97 0.1017 12005200-97 0.1017 12005200-118 0.1242 12005200-118 0.1242 12005250-54 1 0.0566 12005250-54 1 0.0566 12005250-68 0.0713 12005250-68 0.0713 12005250-97 0.1017 12005250-97 0.1017 12005250-118 0.1242 12005250-118 0.1242 112[JU:>~IU0-04 1 0.0566 112(105<100-54 1 0.0566 12005300-68 0.0713 12005300-68 0.0713 12005300-97 0.1017 12005300-97 0.1017 12005300-118 0.1242 12005300-118 0.1242 12005350-54 1 0.0566 12005350-54 1 0.0566 12005350-68 0.0713 12005350-68 0.0713 12005350-97 0.1017 12005350-97 12005350-118 14005162-54 1 0.0566 14005162-68 0.0713 14005162-68 0.0713 14005162-97 0.1017 14005162-97 0.1017 14005162-118 0.1242 14005162-118 0.1242 114UJ05<~00-i:l4 1 0.0566 1'tUUi>.<UIU-~'t 1 0.0566 14008200-68 0.0713 14005200-68 14005200-97 14005200-97 14008200-118 14005200-118 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 50 33 1.677 5.71 2.028 6.90 2.028 6.90 1.052 3.58 1.052 3.58 1.317 4.48 1.317 4.48 1.855 6.31 1.855 6.31 2.245 7.64 2.245 7.64 0.896 3.05 0.896 3.05 1.121 3.81 1.121 3.81 1.576 5.36 1.576 5.36 1.904 6.48 1.904 6.48 0.953 3.24 0.953 3.24 1.192 4.06 1.192 4.06 1.677 5.71 1.677 5.71 2.028 6.90 2.028 6.90 1.009 3.43 1.009 3.43 1.283 4.30 1.263 4.30 1.779 6.05 1.779 6.05 2.152 7.32 2.152 7.32 1.066 3.63 1.066 3.63 1.335 4.54 1.335 4.54 1.881 6.40 1.881 6.40 2.276 7.75 2.276 7.75 1.165 3.96 1.165 3.96 1.460 4.97 1.460 2.059 2.059 2.494 1.263 1.779 1.779 2.152 2.152 1.066 1.066 1.335 1.335 1.881 4.97 7.01 7.01 8.48 4.30 6.05 6.05 7.32 7.32 3.63 3.63 4.54 4.54 6.40 24.318 4.864 29.109 5.822 29.109 5.822 16.220 3.244 16.220 3.244 20.204 4.041 20.204 4.041 28.148 5.630 28.148 5.630 33.772 6.754 33.772 6.754 15.730 2.622 15.730 2.622 19.518 3.253 19.518 3.253 26.966 4.494 26.966 4.494 32.145 5.357 32.145 5.357 17.662 2.944 17.662 2.944 21.947 3.658 21.947 3.658 30.417 5.069 30.417 5.069 36.347 6.058 36.347 6.058 19.681 3.280 19.681 3.280 24.484 4.081 24.484 4.081 34.016 5.669 34.016 5.669 40.726 6.788 40.726 6.788 21.699 3.617 21.699 3.617 27.020 4.503 27.020 4.503 37.616 6.269 37.616 6.269 45.106 7.518 45.106 7.518 24.860 4.143 24.860 4.143 30.996 5.166 3.808 3.789 3.789 3.927 3.927 3.917 3.917 3.895 3.895 3.878 3.878 4.190 4.190 4.173 4.173 4.137 4.137 4.109 4.109 4.306 4.306 4.291 4.291 4.258 4.258 4.234 4.234 4.416 4.416 4.402 4.402 4.373 4.373 4.350 4.350 4.512 4.512 4.499 4.499 4.472 4.472 4.452 4.452 4.620 4.620 4.608 30.996 5.166 4.608 43.269 7.211 4.584 43.269 7.211 4.584 51.992 8.665 4.566 23.302 3.329 4.805 28.952 4.136 4.787 28.952 4.136 4.787 40.115 5.731 4.748 40.115 5.731 4.748 47.928 6.847 4.719 47.928 6.847 4.719 25.951 3.707 4.935 25.951 3.707 4.935 32.284 4.612 4.918 32.284 4.612 4.918 44.853 6.408 4.883 44.853 4.883 53.698 4.857 53.698 4.857 5.057 5.057 1.702 1.997 1.997 1.768 1.007 0.992 0.992 1.297 23.970 29.109 28.861 15.942 1.768 1.297 15.577 2.185 1.288 20.204 4.499 5.662 5.586 2.772 2.328 3.824 2.185 1.288 20.026 3.417 2.992 1.270 28.148 5.517 2.992 1.270 28.148 5.118 3.543 1.256 33.772 6.754 3.543 1.256 33.772 6.427 0.212 0.486 14.743 2.109 134.69 115.62 128.16 2 125.04 188.23 2 164.19 54.77 48.69 69.69 62.97 75.57 66.40 102.32 86.60 120.33 2 112.80 153.25 139.74 150.23 2 147.03 213.25 2 194.46 9864 13189 16235 1661 1661 3345 0.212 0.486 14.298 1.914 57.31 46.75 1377 0.255 0.477 18.955 2.817 55.66 50.95 2771 0.255 0.417 18.390 2.645 79.19 66.14 2771 0.331 0.459 26.966 4.327 85.51 83.86 8147 0.331 0.459 26.735 4.091 122.49 111.30 8147 0.376 0.444 32.145 5.357 105.87 105.87 13189 0.376 0.444 32.145 5.168 154.74 147.23 14986 0.393 0.643 16.678 2.425 47.93 42.47 1377 0.393 0.643 16.334 2.073 62.07 54.74 1377 0.479 0.634 21.376 3.215 63.54 58.83 2771 0.479 0.634 20.864 2.963 88.71 76.55 2771 0.635 0.615 30.417 4.899 96.81 95.43 8147 0.635 0.615 30.175 4.660 139.51 126.86 8147 0.732 0.601 36.347 6.058 119.71 119.71 13189 0.732 0.601 36.347 5.865 175.59 166.80 14986 0.683 0.823 18.832 2.482 49.05 45.43 1377 0.683 0.823 18.433 2.149 64.34 58.39 1377 0.836 0.813 23.963 3.496 69.08 62.95 2771 0.836 0.813 23.575 3.007 90.04 81.59 2771 1.121 0.794 34.016 5.496 108.60 102.52 8147 1.121 0.794 33.835 5.037 150.82 135.37 8147 1.307 0.779 40.726 6.788 134.13 133.19 13189 1.307 0.779 40.726 6.541 195.84 178.57 14986 1.074 1.004 21.648 2.736 54.06 47.36 1377 1.074 1.004 21.043 2.272 68.04 60.65 1377 1.320 0.994 26.918 4.064 80.30 65.72 2771 1.320 0.994 26.510 3.317 99.32 84.79 2771 1.786 0.974 37.616 6.035 133.59 2 116.06 8147 1.786 0.974 37.085 5.831 174.57 141.05 8147 2.095 0.959 45.106 7.323 165.76 2 154.65 13189 2.095 0.959 44.727 7.232 243.67 2 201.68 14986 1.866 1.266 24.610 3.295 65.12 58.95 1377 1.866 1.266 24.087 2.787 83.46 75.92 1377 2.306 1.257 30.996 4.908 96.98 80.83 2771 2.306 1.257 30.916 3.159 1.239 43.269 3.159 1.239 43.269 3.741 1.225 51.992 3.741 1.225 51.992 0.218 0.464 21.103 0.218 0.464 20.365 0.262 0.456 27.357 0.262 0.456 26.375 0.340 0.437 39.965 0.340 0.437 38.897 0.385 0.423 47.928 0.385 0.423 47.772 0.406 0.617 23.767 0.406 0.617 23.199 0.494 0.608 30.684 0.494 0.608 29.797 0.655 0.590 44.683 0.655 0.590 43.616 53.698 4.061 121.59 104.89 7.071 154.22 2 138.56 6.590 197.31 170.84 8.665 192.74 2 181.90 2 238.96 49.32 40.86 67.54 52.13 66.33 57.96 3.135 93.85 74.56 5.248 103.71 97.69 4.915 147.14 127.96 6.659 131.59 129.07 6.282 188.07 171.63 2.866 56.63 48.18 2.440 73.05 61.67 3.824 75.56 67.50 3.505 104.93 87.10 5.917 116.93 111.87 5.580 167.07 146.98 7.480 147.81 146.71 212.47 195.62 57.83 52.08 75.65 66.58 2771 8147 8147 13189 2365 6939 6939 12745 12745 1177 1177 2365 2365 6939 'Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 'Allowable moment includes cold work of forming. See Table Notes on page 7. 7177 7747 9536 1661 1661 3345 3345 6434 7177 7747 9536 1377 1377 2771 2771 7411 7411 9714 11037 1377 1377 2771 2771 7411 7411 9714 11037 1377 1377 2771 2771 7411 7411 9714 11037 1377 5.783 33.570 -1.838 1.158 4.346 0.821 10.427 39.725 -1.811 1.144 4.315 0.824 10.427 39.725 -1.811 1.144 4.315 0.824 1.123 36.575 -2.546 1.566 4.857 0.725 1.123 36.575 -2.546 1.566 4.857 0.725 2.232 45.277 -2.529 1.557 4.837 0.727 2.232 45.277 -2.529 1.557 4.837 6.397 62.280 -2.492 1.538 4.795 6.397 62.280 11.544 74.030 11.544 74.030 0.957 6.340 0.957 6.340 1.899 7.739 1.899 7.739 5.433 10.331 5.433 10.331 9.788 12.002 9.788 12.002 1.017 11.550 1.017 11.550 2.020 14.176 2.020 14.176 5.783 19.150 5.783 19.150 10.427 22.451 10.427 22.451 1.078 19.505 1.078 19.505 2.141 24.034 2.141 24.034 6.134 32.734 6.134 32.734 11.065 38.619 11.065 38.619 1.138 30.051 -0.732 -0.719 -0.719 -0.691 -0.691 -0.670 0.493 0.485 0.485 0.470 4.281 4.261 4.261 4.219 0.470 4.219 0.459 4.187 -0.670 0.459 4.187 0.971 0.972 0.972 0.973 0.973 0.974 0.974 0.947 0.947 0.948 -1.032 0.681 4.474 -1.032 -1.017 -1.017 -0.987 -0.987 -0.964 -0.964 -1.378 -1.378 -1.362 -1.362 -1.329 -1.329 -1.305 -1.305 -1.743 4.474 4.455 4.455 0.948 4.414 0.950 4.414 0.950 4.384 0.952 1377 1.138 2771 2.262 -1.743 -1.726 0.681 0.673 0.673 0.656 0.656 0.644 0.644 0.892 0.892 0.884 0.884 0.867 0.867 0.854 0.854 1.111 1.111 1.103 1.103 1.085 1.085 1.071 1.071 1.478 0.952 0.914 0.914 0.915 0.915 0.918 0.918 0.920 0.920 0.876 0.876 0.877 0.877 0.880 0.880 0.882 0.882 0.804 -1.726 -1.691 -1.691 -1.666 -1.666 -2.363 57.4 65.8 53.8 88.9 72.2 88.7 72.0 84.1 71.6 83.1 30.5 37.2 30.2 36.4 29.5 35.8 29.0 48.0 39.0 47.7 38.7 47.0 38.1 46.5 37.7 59.6 48.3 59.2 48.1 58.6 47.5 58.2 47.1 70.8 57.4 70.5 57.2 66.0 56.7 64.9 53.0 88.0 2771 7411 7411 9714 11037 1377 1377 2771 2.262 6.484 6.484 11.704 11.704 1.244 1.244 2.473 30.051 37.126 37.126 50.853 50.853 60.251 60.251 54.279 54.279 67.251 -2.363 1.478 -2.346 1.469 4.384 4.699 4.699 4.679 4.679 4.639 4.639 4.608 4.608 4.940 4.940 4.921 4.921 4.880 4.880 4.849 4.849 5.341 5.341 5.322 0.804 71.4 0.806 87.7 2771 2.473 67.251 -2.346 7411 7.098 92.672 -2.310 7411 7.098 92.672 -2.310 9714 12.821 110.302 -2.284 1.078 2.141 2365 2.141 6939 6.134 6939 6.134 11287 11.065 11287 11.065 1177 1.138 1177 1.138 2365 2.262 2365 2.262 6939 8.980 10.966 10.966 14.651 14.651 17.032 17.032 16.355 16.355 20.083 20.083 27.156 -0.654 -0.628 -0.628 -0.609 -0.609 -0.946 -0.946 -0.932 -0.932 -0.904 -0.904 -0.883 1.469 5.322 1.450 5.281 1.450 5.281 1.436 5.250 4.873 0.447 4.853 0.447 4.853 0.433 4.810 0.433 4.810 0.422 4.777 0.422 4.777 0.633 5.062 0.633 5.062 0.625 5.043 0.625 5.043 0.609 5.001 0.609 0.598 0.806 0.809 0.809 0.811 0.981 0.982 0.982 0.983 0.983 0.984 0.984 0.965 0.965 0.966 0.966 0.967 0.967 0.968 0.968 71.2 83.0 70.8 81.9 29.7 36.2 29.4 35.3 28.7 34.7 28.1 47.0 38.2 46.7 37.9 45.9 37.3 45.4 36.8 58.6 47.6 58.3 Job: ------------------------------------Hi Delta®-Typ~WH Engineer:-------------- Contractor:-------------- Prepared By: _____ _ Date: _____ __ Water Heaters Models 3028-9028 Model:---------------Indoor/Outdoor: ------MBTUH Input:----- 100% Factory Fire Tested Efficiency: 85% Maximum Outlet Temperature: 200"F Minimum Non-Condensing Inlet Temperature: 105"F Thermal Shock Proof Heat Exchanger Limited Twenty-Five-Year Thermal Shock Warranty Limited Five-Year Heat Exchanger Warranty Full Safety Diagnostics with Fault History PolyTuf Powder Coated Cabinet No Combustible Floor Shield Required Fan-Assisted Patented Burner Security Blanket Heat Exchanger Gas Train • HLW Stamp • Manual Gas Shut-Off Valve(s) • Headers • Combo Valve(s) 0 Brass -Standard • Firing Mode 0 Glass-Lined Cast Iron-0 On/Off: Models 302B-402B Option A-2 0 2-Stage: Models 302B-902B • ASME Inspected and Stamped • Fuel 160 PSIG Working Pressure 0 Natural Gas • National Board Approved 0 Propane Gas • Fin Tubing 0 4" WC Gas Supply Pressure 0 Copper -Standard G-20 0 Cupro Nickel -Option A-3 • Design Certified -ANSI Z21.1 0.3/ • ASME Steel Tube Sheet CSA4.3 • Silicone High Temp. 0-Rings • ASME Pressure Relief Valve Construction 0 125 PSIG -Standard • Indoor/Outdoor Construction 0 __ PSIG-Optional • Front Controls Enclosed • PolyTuf Powder Coat Finish • Temperature and Pressure Gauge • CSA Low Lead Certified s .25% Lead . Water Connections 0 Left -Standard Venting 0 Right -Option A-6 • Vent Location Controls 0 Top -Standard • 120V, 60Hz, 10 Power Supply 0 Rear -Option D-14 • Vent Termination Cap • 120/24V 60Hz Transformer 0 Outdoor D-11 • 100% Shut-Off/Lockout • Hot Surface Ignition 0 Indoor, Horizontal D-15 • Remote Flame Sensor 0 Indoor, Vertical (by others) • Combustion Air • High Limit Control, Manual Reset 0 In-Line Filter Kit (TruSeal • On/Off Power Switch • Manual Shut-Off, Front-Mounted only) D-17 • Flow Switch 0 Air Intake Elbow D-16 • Extractor -Optional • Blocked Vent Pressure Switch 0 By others • Combustion Air Proving Switch • Economaster Style Pump Time Delay 0 Not required • Enable/Disable • Diagnostic Panel with LCD Display 2 Burner Lines, 20 Characters • Ultra-Low NOx: Less than 20 PPM Catalog No.: 3500.252H Effective: 05-01-15 Replaces: 09-01-14 Patent No. 7,044,124 !JIA Proudly Assembled in the USA Temperature Controls 0 B-2 Tankstat, Single-Stage ( 1 00-200 "F) 0 B-3 Tankstat, 2-Stage (100-200"F) 0 B-21 TempTracker Digital Controller, 4-Stage 0 B-25 Raytemp Digital Controller, 4-Stage 0 B-_ Temp Tracker MOD+ Hybrid (Up to 16 heaters) 0 B-60 Stage Interface Card Options 0 C-6 0 D-21 0 F-10 0 1-1 0 P-_ 0 P-_ 0 S-1 0 S-2 0 X-1 0 X-2 Ignition Module, Manual Reset TruSeale Direct Vent Low Water Cut-Off, Remote Probe High Limit Control, Auto Reset Pump: ___ HP, 120V, 10, 60Hz Water Hardness: GPG 0 Bronze 0 Mounted 0 Loose 0 Front 0 Rear Cold Water Run (See 1 000.19) Low Gas Pressure Switch, Manual High Gas Pressure Switch, Manual SureRack™ Kit SureRack Add-on 0----------- Regulatory Agency Requirements 0 A Rheem· Company Hi Delta -Type WH Models 3028-9028 14 'ttl I I A-7 Model •••••••••• I •••••••••• iJ.II ~ FRONT VIEW NOTE: Pump location varies based on model and application. BACK VIEW Boiler B-1 , B-2 wt. = lbs. size 35 x 43 x 34 RIGHT SIDE TOP VIEW System Flow and Head Loss Model 0-4 Grains Per Gallon 5-15 Grains Per Gallon 16-25** Grains Per Gallon AT AP MTS SHL AT AP MTS SHL AT AP MTS SHL (F) GPM (ft we) (in) (ftwc) (F) GPM (ftwc) (in) (ft we) (F) GPM (ft we) (in) (ft we) ::IO?R 1::1 40 ? 2 5.1 10 5? ::1::1 2 R::l 7 74 6.6 2 16.3 I 4028 17 40 2.0 2 5.1 13 52 3.4 2 8.4 9 74 6.8 2 16.4 I :>Vi:: I i::" "tU <:. <: ::>.<: ::><: "· <: o.o li:: ,., l).lj <: 10.>3 6528 28 40 2.2 2 5.3 20 55 4.1 2 9.7 15 72 7.0 2 16.2 7528 30 42 2.6 2 6.0 17 73 7.5 2 16.9 14 90 11.3 2 25.1 9028 30 51 3.9 2 8.7 21 73 7.8 2 17.2 17 90 11.7 2 25.5 SHL includes 50 It of tubing each way (1 00 total) ** Must use optional cupro-nickel tubes. For hardness exceeding 25 GPG, must use water softener SPECIFICATIONS RECOVERY RATES (GPH) Approx. Temperature Rise In 'F MBTUH A G K w Amp. Shipping Model 20° 30° 40• so· so• 70° so· go• 100° Model Input Output Width NPT Draw Wt. (Lbs) 3028 1545 1030 773 618 515 442 386 343 309 3028 300 255 36 3/4 5 18 6 380 4028 2055 1370 1028 822 685 587 514 457 411 1 4028 399 339 43 3/4 6 18-1/2 6 445 I ~ ... '"'"" ou .. u U" :JU:.!t:l :JUU 4:.!:::! :JU 1·1/4 ti :.!:.! ti :J4:J 6528 3348 2232 1674 1339 1116 957 837 744 670 6528 650 553 60-1/2 1-1/4 8 27-1/4 6 590 7528 3864 2576 1932 1545 1288 1104 966 859 773 7528 750 638 67-1/2 1-1/4 8 30-3/4 6 675 9028 4636 3091 2318 1855 1545 1325 1159 1030 927 9028 900 765 78 1-1/4 8 36 7 740 Dimensions are in inches. NOTES: 1. Rates shown are for natural or propane gas, and elevations up to 4,500 feet. For installation above 4,500 feet, please contact manufacturer. 2. Required natural gas pressure is 7 -10.5" We. Required propane gas pressure is 11 -13" We. Raypak, Inc. • 2151 Eastman Avenue, Oxnard, CA 93030 • (805) 278-5300 • Fax (800) 872-9725 • www.raypak.com Catalog No.: 3500.252H Effective: 05-01-15 Replaces: 09-01-14 I 6/19/2015 Bell & Gossett Submittal: B-880.228 I Bell & Gossett a xylem brand JOB: UNIT TAG: ENGINEER: CONTRACTOR: 380 REPRESENTATIVE: ORDER NO. SUBMITTED BY: APPROVED BY: Series e-151 0 A-8 !suBMITTAL I B-880.228 DATE: 6/19/2015 DATE: DATE: ICHW-1,2 Centrifugal Pumps -Base Mounted SPECIFICATIONS FLOW __ 3_6_0__ HEAD __ a_o __ HP ____ 15_._oo__ RPM ____ 1_77_0 __ VOLTS --------------- CYCLE 60 PHASE -=~3-- ENCLOSURE ~ APPROX.WEI~G-H~T---~~4~6~0~~~- SPECIALS _ Note: Equipped with NEOPRENE coupling HEAD (Feet) MATERIALS OF CONSTRUCTION r8l Stainless Steel Fitted FEATURES D i-ALERTTM Condition Monitor r8'J ANSI/OSHA Coupling Guard r8l Center Drop Out Spacer Coupling r8l Fabricated Heavy Duty Baseplate MAXIMUM WORKING PRESSURE D 175psi(12bar)W.P. w/125# ANSI flange drilling 120· ~~~--~~--~~~--~~~--~~--~-- 100· 80· 200 400 600 800 Capacity (GPM) https://rcwapp.xylem inc.com/esplplus/Subs/Subm _Page1-1559 _ churd1.htm TYPE OF SEAL D Standard Seal (Buna-Carbon/Ceramic) D -F Standard Seal w/ Flush Line (Buna-Carbon/Ceramic) D -S Stuffing Box Construction w/ Flushed Mechanical Single Seal (EPR-Tungsten Carbide/Carbon) D -PF Stuffing Box Construction w/ Packing (Graphite Impregnated Teflon) 1,000 Design Capacity =360.0 GPM Design Head =80.0 Feet Sucdon Size = 4 • Suet. Velocity = 9.1 fps Discharge Size = 3 • Disc. Velocity = 15.6 fps Min. Imp. Dla. : 7 • Max. Imp. Dla. = 9.5 • Cut Dla. = 9.125 • 20 10 0 Max. Flow= 781 GPM B.E.P. Flow = 519 GPM Elf. @ Duty.Polnt = 79.05 •;. Motor Size =15.00 HP B.H.P.@ Duty.Polnt = 9.4 BHP Max. B.H.P. for Imp. Cut= 12.39 BHP 1/2 Series e-1531 380 Centrifugal Pump Submittal • • STANDARD MECH. SEAL STUFFING BOX TYPE DIMENSIONS-Inches (mm) STANDARD SEAL MOTOR A(Max) AB (Max) B(Max) CP(Max) D FRAME 182JM 9 8.5 6.5 23.875 4.5 (229) (216) (165) (606) (114) 184JM 9 8.5 7.5 23.875 4.5 (229) (216) (190) (606) (114) 213JM 10.75 10.75 7.5 26 5.25 (273) (273) (190) (660) (133) 215JM 10.75 10.75 9 27.5 5.25 (273) (273) (229) (698) (133) 254JM 12.5 10.75 10.75 31.5 6.25 (318) (273) (273) (801) (159) 284JM 14 12.625 12.5 32.75 7 (356) (321) (318) (832) (178) 286JM 14 12.625 14 34.25 7 (356) (321) (356) (870) (178) 324JM 16 15.125 14 35.625 8 (406) (384) (356) (905) (203) 326JM 16 15.125 15.5 37.125 8 (406) (384) (394) (943) (203) STUFFING BOX MOTOR A(Max) AB(Max) B(Max) CP(Max) D FRAME 182JP 9 8.5 6.5 27 4.5 (229) (216) (165) (686) (114) 184JP 9 8.5 7.5 27 4.5 (229) (216) (190) (686) (114) 213JP 10.75 10.75 7.5 29.875 5.25 (273) (273) (190) (759) (133) 215JP 10.75 10.75 9 31.375 5.25 (273) (273) (229) (797) (133) 254JP 12.5 10.75 10.75 34.375 6.25 (318) (273) (273) (873) (159) 284JP 14 12.625 12.5 35.625 7 (356) (321) (318) (905) (178) 286JP 14 12.625 14 37.125 7 (356) (321) (356) (943) (178) 324JP 16 15.125 14 38.5 8 (406) (384) (356) (978) (203) 326JP 16 15.125 15.5 40 8 (406) (384) (394) (1016) (203) Dimensions are subject to change. Not to be used for construction purposes unless certified. Xylem Inc. 8200 N. Austin Avenue Morton Grove, IL 60053 Phone: (847)966-3700 Fax: (847)965-8379 www.bellgossett.com Bell & Gossett is a trademark of Xylem Inc. or one of its subsidiaries. © 2015 Xylem Inc. SIZE OF PUMP AND DISCHARGE 380 PIPE SIZE OF FLANGE 3 4 2E 7.5 (190) 7.5 (190) 8.5 (216) 8.5 (216) 10 (254) 11 (279) 11 (279) 12.5 (318) 12.5 (318) 2E 7.5 (190) 7.5 (190) 8.5 (216) 8.5 (216) 10 (254) 11 (279) 11 (279) 12.5 (318) 12.5 (318) SUCTION 4 O.D.OF FLANGE 7.5 (190) 9 (229) F 4.5 (114) 5.5 (140) 5.5 (140) 7 (178) 8.25 (210) 9.5 (241) 11 (279) 10.5 (267) 12 (305) F 4.5 (114) 5.5 (140) 5.5 (140) 7 (178) 8.25 (210) 9.5 (241) 11 (279) 10.5 (267) 12 (305) A-9 B-883.22 PUMP DIMENSIONS IN INCHES (MM) DDl X I y I z 1 (178) 11.5 (191) 1 4.75 (121) 1 6.125 (156) DIA.OF NO. OF SIZE OF BOLT CIRCLE BOLTS BOLTS 6 (152) 4 5/8 7.5 (190) 8 5/8 H L O(Max) 0.406 13-7/16 9.375 (10) (341) (238) 0.406 13-7/16 9.375 (10) (341) (238) 0.406 14.313 11.125 (10) (364) (283) 0.406 14.313 11.125 (10) (364) (283) 0.531 15.813 13.125 (13) (402) (333) 0.531 15.813 15 (13) (402) (381) 0.531 15.813 15 (13) (402) (381) 0.656 16.312 17 (17) (415) (432) 0.656 16.312 17 (17) (415) (432) H L O(Max) 0.406 16.563 9.375 (10) (421) (238) 0.406 16.563 9.375 (10) (421) (238) 0.406 18.188 11.125 (10) (462) (283) 0.406 18.188 11.125 (10) (462) (283) 0.531 18.688 13.125 (13) (475) (333) 0.531 18.688 15 (13) (475) (381) 0.531 18.688 15 (13) (475) (381) 0.656 19.188 17 (17) (487) (432) 0.656 19.188 17 (17) (487) (432) xylem Let's Solve Water Product Data The ideal compliment to your ducted system when it is impractical or prohibitively expensive to use ductwork. INDUSTRY LEADING FEATURES I BENEFITS AN INEXPENSIVE AND CREATIVE SOLUTION TO DESIGN PROBLEMS. The 38HDF(QRF) I 40QNC (QNQ) series duct-free split systems are a matched combination of an outdoor condensing unit and an indoor fan coil unit connected only by refrigerant tubing and wires. The fan coil is mounted on the wall, near the ceiling. This selection of fan coils permits inexpensive and creative solutions to design problems such as: • • • • • Add-ons to current space (an office or family room addition) Special space requirements When changes in the load cannot be handled by the existing system. When adding air conditioning to spaces that are heated by hydronic or electric heat and have no ductwork. Historical renovations or any application where preserving the look of the original structure is essential. These compact indoor fan coil units take up very little space in the room and do not obstruct windows. The fan coils are attractively styled to blend with most room decors. Advanced system components incorporate innovative technology to provide reliable cooling performance at low sound levels. "DIMENSIONS -INDOOR l.r---• __ w -------1 .. L \ Model Size w ln. (mm) 18K 42.5 (1080) 24K 42.5 (1080) 30K 57.5 (1461) 36K 57.5 (1461) DIMENSIONS -OUTDOOR J~~NS~L~O~---+---_lll CONTROL CONNECT! ONS FIELD CONTROL SUPPLY---r-WIRE ENTRY ?IB" C22. 2l HOLE W/GROHHET J H ln. (mm) 11.6 (295) 11.6 (295) 13.4 (340) 13.4 (340) Fig. 7 -Indoor Dimensions 1'-4" (406) 1 H D ln. (mm) 7.9 (201) 7.9 (201) 9.5 (241) 9.5 (241) (FIELD PROVIDED AND INSTAllED) FRONT VIEW WIND BAFFLE ACCESSORY)---- r "E"-----..., 6 C191l ~ -t.:l---1 "N" i TOP VIEW UNIT. PDELS CHASSIS 38HDF 38QRF SIZE A 8 c UnH Size UnH Size (Reference) 018 018 0 2'·11/8" _{838.2) 3'·01•1,." (938.2) 1'·2'/,." 1369.91 024,030 024 0.6 2'-71/8" (790.iil 3'-Q1&J,e" (938.2) 1~:';:; 036 030,0311 1.0 3'-1'1,." (944.6) ~-;~i:~; 1'-51/,," (433.4) NOTE: Dimensions shown in feet-Inches. Dimensions in ( ) are millimeters. D E 1'-4" 1'~117/,aw (406.4) (595.3i 1'-4" 1'·11'/, .. (406.4) (595.3) 1'-67/,e" (468.3) 2'-61/z~ (774:7) o· -2 112· C64l F 1~~- 1~~; 1'-75/e" (499.5) UNIT SIZE 011 024 38HDF 030 0311 018 024 38QRF 030 0311 G H J 1;~f 1'·10" 1'·1" (559.1) (330.2) 1'-11'/8 2'-4" 1'·2" (587.4) !i11.5) (355.6) 2:-,;,.· 2'-101/1e" (865.5) 1'-111/u/' (347:7) Fig. 8 -Outdoor Unit Dimensions 6 ln. .,, .,, .,. .,. "Ia "Ia .,. .,. A-11 D A08433 Operating Weight lb (kg) 31 (14.1) 31 (14.1) 51 (23.2) 51 (23.2) * Male flare connection for Heat Pumps OPERJ NGWT mm lb ka 15.88 166 75.3 15.88 176 79.8 19.05 187 84.8 19.05 250 113.4 15.88 166 75.3 15.88 176 79.8 19.05 187 84.8 19.05 232 105.2 K L N p 0'-&5/a" 0'-11'// o·-~~,.· 0'-6" (168.3) (285.8) (152.4) f;f,~~ 0'·115/8" o·-~~,.· 0'·6" -(295.3) (152.4) 0'-81/e" (206.4) 1'-37/e" (403.2) o·~;·· 0'-61/2" (165.4) A08434 'CLEARANCES -INDOOR A -12 1( 41n. Sin. 101.11mm) (203.2mm) m1n. -min. 4in. (101.6mm) .....,...._ m1n. \ 801n (2032mm) min. A08357 Fig. 9 -40QNC,QNQ Indoor Unit Clearance CLEARANCES-OUTDOOR Air-outlet B A08436 UNIT Coli Facing Wall -ln. (mm) Fan Facing Wall -ln. (mm) A 24 (610) 24 (610) B 36(914) 36 (914) c 36(914) 8 (203) D 6(152) 8(203) E 6(152) 36 (914) Fig. 10-Outdoor Unit Clearance 7 A-13 ~Smith. Commercial Gas Water Heaters CycloneMxi MODULATING strap to wall MODULATING BURNER ADVANCES THE CYCLONE TO HIGHER LEVELS OF EFFICIENCY FEATURES The full line of A. 0. Smith Cyclone Mxi condensing water heaters has been designed to provide years of dependable service and feature industry leading technology. Models are available from 120,000 to 500,000 Btu/hand all deliver thermal efficiencies of 95% and higher. The unique helical coil heat exchanger limits weld joints for optimal service life while maximizing heat transfer. Cyclone is the industry leader in high efficiency commercial water heating with over a quarter million Cyclones sold since 1996. The current Mxi modulating models adjust firing rate to the specific demand further increasing efficiency and money savings. INTELLIGENT CONTROL SYSTEM WITH LCD DISPLAY • Exclusive A. 0. Smith designed control system • Provides detailed water heater status information • Precise temperature control adjustable from 90 to 180 degrees • Built-in diagnostics • Run history information • Cyclone water heaters are compatible with the iCOMM~ remote monitoring system. Call 1.888.928.3702 for more information. 1.888.WATER02 SUBMERGED COMBUSTION CHAMBER. WITH HELICAL HEAT EXCHANGER COIL • Positioned in center of tank, surrounded by water to virtually eliminate radiant heat loss from chamber • Direct spark ignition • Spiral heat exchanger keeps hot burner gases swirling, uses centrifugal force to maximize efficiency of heat transfer to water in tank • Spiral heat exchanger reduces lime scale from forming on water-side surfaces, which maintains energy efficiency over time POWERED ANODES STANDARD ON AU MODELS • Provides long-lasting tank protection in varying water conditions • Powered anodes are non-sacrificial • Automatically adjusts output needed to properly protect the tank PERMAGLAS• ULTRA COAr GLASS LINING • Glass coating is applied using a liquid slush coating technique to ensure uniform coating • Heat exchanger coil is glassed both externally and internally for optimum protection MECHANICAL VENTING VERSATILITY • Conventional power venting or direct venting • Vents vertically or through a sidewall • Front located exhaust and condensate connections allow for easy install and access • Vents with low cost PVC Schedule 40 intake and exhaust pipe. Approved for optional CPVC Schedule 40, Polypropylene and AL29-4C stainless steel vent materials • Direct-vent intake and exhaust pipe can terminate separately outside building or through single opening, using concentric vent assembly • Canadian installations require ULC 5636 PVCJCPVC, ULC 5636 Polypropylene and AL29-4C stainless steel pipe for intake and exhaust HIGH EFFICIENCY MODULATING PRE-MIX POWERED BURNER • Down-fired pre-mix burner provides optimum efficiency and quiet operation • Top-mounted burner position prevents condensation from affecting burner operation Revised June 2014 BTH-120(A) through BTH-SOO(A) Model Shown: 100 Gallon ASME (OPTIONAL) GAS·FIRED c®us LISTED ~ ~ HLW ~t.TIF/~ ~ WATER QUAliTY AIISIJIISF·5 ~~~~CERTIFIED . "'"'"' .~, r rrc1ory org @· Low Lead Content Page 1 of4 AOSCG10210 Commercial Gas Water Heaters BTH-120(A) through BTH-250(A) BTH-300(A) through BTH-SOO(A) APPROX. MODEL CAPACITY A I GALLONJUTER INOIES/CM IIIOIES/CII BTH·120(A) 60/227 3n.62 27.75fl0.5 BTH-150(A) 100/379 3n.62 27.75no.5 BTH-199(A) 100/379 3n.62 27.75n0.5 BTH-250(A) 100/379 3n.62 27.75no.5 BTH-300(A) 119/450.96 4.75/12.07 33.12/84.12 BTH-400(A) 119/450.96 4.75/12.07 33.12184.12 BTH-500(A) 119/450.96 4.75/12.07 33.12184.12 Electrical characteristics-120V-60Hz A.C., 5.0 A • A • in model represents ASME construction Propane gas models available c INOIES/CII 6.3/16 6.3/16 6.3/16 6.3/16 4.75/12.07 4.75/12.07 4.75/12.07 0 BAO< F B DIMENSIONS D E F INOIES/CM INOIESICII INOIES/CII 35/88.9 55.5/141 53.5/135.9 56.38/1431 761193.04 75.75/192.4 56.38/143.2 761193.04 75.75/192.4 56.38/143.2 761193.04 75.75/192.4 52.00/132.08 75.751192.41 73.75/187.3 52.00/132.08 75.751192.41 73.75/187.3 52.001132.08 75.751192.41 73.75/187.3 ~smith. IHW -1 4•PVCARWTAICE CONECT10N WATER OUTlET HEIGHT T&P E H D G H I INOIESICM INOIESICII INOIES/CII 11.25/28.6 42.251107.32 48.5/123.2 1115128.6 641162.6 70/177.8 11.25/28.6 641162.6 701177.8 11.25128.6 641162.6 701177.8 12.75/32.39 63.131160.35 69.25/175.9 12.75132.39 63.131160.35 69.251175.9 12.75132.39 63.131160.35 69.25/175.9 wt -2,000 lbs. 33" dia. x 76 BACK E H F 314'NPT 0 REC>RCI.lATION RE1UlN SHIPPING SHIPPING WEIGHT WEIGHT J SlD ASME INOIES/CII LISJKG LISJKG 18.25/46.36 460/208 490/220 18.25/46.36 523/237 553/251 1815/46.36 523/237 553/251 1815/46.36 523/237 553/251 23.00158.43 855/387 855/387 23.00158.43 855/387 855/387 23.00158.43 8551387 855/387 For Techmcallnformatron and Automated Fax Servrce, call 800-527-1953 A 0 Smrth Corporatron reserves the nght to make product changes or rmprovements wrthout pnor notiCe. www.hotwater.com Page 3 of 4 AOSCG10210 A -15 ~Smith. Commercial Gas Water Heaters RECOVERY CAPACITY U.S. GALLONSIHR AND LITRESIHR AT TEMPERATURE RISE INDICATED TYPE INPUT THUMAL MODEL OF GAS EFRCIENCY APPRO X. F JOF 48F SOF &OF 70 F IOF 90 F 100 F 110 F 120 F 130 F 148 F BTUJIIR kW CAPACITY c 17 c 22C 28C nc 39C 44C soc 56C 61 c 67 c 72 c 71C BTH·120(A) NATURAU 120,000 95% 60 U.S. Gals. GPH 461 345 276 230 197 173 154 138 126 115 106 99 PROPANE 35 227 Litres LPH 1744 1308 1046 872 747 654 581 523 436 402 476 374 BTH·150(A) NATURAU 150,000 98% 100 U.S. Gals. GPH 594 445 356 297 255 223 198 178 162 148 137 127 PROPANE 44 379 Litres 2248 1686 1349 1124 964 843 749 562 LPH 674 613 519 482 BTH-199(A) NATURAU 199,900 58 97% 100 U.S. Gals. GPH 783 588 470 392 336 294 261 235 214 196 181 168 PROPANE 379 Litres LPH 2965 2224 1779 1483 1271 1112 988 890 809 741 684 635 BTH·2SO(A) NATURAU 250,000 96% 100 U.S. Gals. GPH 970 727 582 485 416 364 323 291 264 242 224 208 PROPANE 73 379 Litres 3671 2753 2202 1835 1573 1377 1224 918 847 LPH 1101 1001 787 BTH·300(A) NATURAU 300,000 88 96% 119 U.S. Gals. GPH 1164 873 698 582 499 436 388 349 317 291 269 249 PROPANE 451 Litres LPH 4405 3304 2643 2202 1888 1652 1468 1321 1201 1101 1017 944 BTH-400(A) NATURAU 399,900 117 95% 119 U.S. Gals. GPH 1535 1151 921 767 658 576 512 460 419 384 354 329 PROPANE 451 Litres LPH 5810 4358 3486 2905 2490 2179 1937 1743 1585 1453 1341 1245 BTH-500(A) NATURAU 499,900 146 95% 119 U.S. Gals. GPH 1919 1439 1151 959 822 720 640 576 523 480 443 411 PROPANE 451 Litres LPH 7263 5448 4358 3632 3113 2724 2421 2179 1981 1816 1676 1556 Recovery capacities are based on AHRI rated thermal efficiencies. STORAGE CAPACITIES GAS LINE CONNECTION SIZE MODEL U.S. GALLONS LITERS MODEL NATURAL GAS PROPANE GAS BTH·120(A) 60 227 BTH·120(A) 3/4"NPT 3/4"NPT BTH·150(A) 100 379 BTH·150(A) 3/4"NPT 3/4"NPT BTH·199(A) 100 379 BTH·199(A) 3/4"NPT 3/4"NPT BTH·250(A) 100 379 BTH·250(A) 3/4"NPT 3/4"NPT BTH·300(A) 119 450.96 BTH·300(A) 1112"NPT 1112" NPT BTH-400(A) 119 450.96 BTH-400(A) 1112"NPT 1112"NPT BTH·SOO(A) 119 450.96 BTH·SOO(A) 1112"NPT 1112"NPT SUGGESTED SPECIFICATION (Natural or Propane) gas water heater(s) shall be A. 0. Smith Cydone Mxi model # ___ or equal, minimum 95% thennal efficiency, a storage capacity of __ gallon~ an input rating of ____ BTUs per hour. a recovery rating of gallons per hour (gph) at 1 OO"F rise and a maximum hydrostatic working pressure of 160 PSI. Water heater(s) shall: 1. Modulating gas bumer that automatically adjusts the input based on demand. 2. Powered anodes that are non sacrificial and maintenance free. 3. Have seamless glass-lined steel tank construction, with glass lining applied to all water-side surfaces after the tank has been assembled and welded: 4. Meets the thennal efficiency and/or standby loss requirements of the U.S. Department of Energy and current edition of ASHRAEIIESNA 90.1: 5. Have foam insulation and a CSA Certified and ASME rated T&P relief valve; 6. Have a down-fired power bumer designed for precise mixing of air and gas for optimum efficiency, requiring no special calibration on start-up; 7. Be approved for 0"" dearance to combustibles. The control shall be an integrated solid-state temperature and ignition control device with integral diagnosti~ graphic user interface. fautt history display, and shall have digital temperature readout. 1. All models are design certified by Underwriters Laboratories (UL), Inc., according to ANSI Z21.1 0.3 -CSA 4.3 standards governing storage type water heaters; 2. Meet the thennal efficiency and standby loss requirements of the U. S. Department of Energy and current edition ASHRAE/IESNA 90.1. Complies with SCAQMD Rule 1146.2 and other air quality management districts with similar requirements for low NOx emissions. 120K·250K BTU Input: For Standard Power Venting: Water heater(s) shall be su~able for power venting using a (3" or 4") __ diameter PVC pipe for a total distance of (SO ft or 120 ft.) __ equivalent feet of vent piping. For Power Direct Venting: Water heater(s) shall be su~ble for power direct venting using a (3" or 4"") __ diameter PVC pipe for a total distance of (50 ft or 120 ft.) __ equivalent feet of vent piping and (SO ft. or 120 ft.) __ equivalent feet of intake air piping. 300K -SOOK BTU Input: For Standard Power Venting: Water heater(s) shall be suitable for standard power venting using a (4" or 6") __ diameter PVC pipe for a total distance of (70 ft. or 120 ft.) __ equivalent feet of vent piping. For Power Direct Venting: Water heater(s) shall be su~ble for power direct venting using a (4" or 6") __ diameter PVC pipe for a total distance of (70ft or 120ft.) __ equivalent feet of vent piping and (50 ft. or 120 ft.) __ equivalent feet of intake air piping. Operation of the water heater(s) in a closed system where thermal expansion has not been compensated for (with a properly sized thermal expansion tank) will void the warranty. Water heater should incorporate the iCOMM-system for remote mon~oring, leak detection and fault alert. For Techn1callnformat1on and Automated Fax Serv1ce, call 800-527-1953 A 0 Sm1th Corporation reserves the nght to make product changes or Improvements w1thout pnor not1ce Page 4of 4 www.hotwater.com 02014 A. 0. Smith Corporation. All Rights Reserved AOSCG10210 PLAN VlElf FTB-24xJ5 FTB-24xJ5 L!:t: ___ j 6 ~ SIDE VlEI ~~~ ~~--~---------49 cc ~--------~--------~r---------49 See plan for service access and piping i 56 PF 56 SPUT 107 THERMAL BREAK FTB-24xJ5 View Window ~--------------------------------157--------------------------------~ PROJECT ENGINEER: JH 8/J/15 APPROX. OPERATING WEIGHT: 3,500 LBS [FOAM PAffi CONSMTION II PRELIMINARY MECHANICAL DRAWING NOT FOR CONSTRUCTION I..EliEWl;_ OSA • Outalde Air RA • Return Air NS • Near Slde HS = High Side SA = Supply Air EA ""' Exhauat Air fS • Far Slde LS • Law Side ~ AS • Air Elender cc -Cooling eon aJ -Conc:leneng Unit DE • DHct Ewporatlve OF • DWDI Fan ox-ox Coil EC • Economizer fF • Flnal Fllter FU • Furnace HC • H.atln9 CoR MB • Mbclnct~ Box MS -Wol.ture Separator MZ • Multlzone PF • Pl.,um Fan PFF • Pre/Flnal fllter PL • Plenum PR • Pre-Flltar SC • St..... Coil ST • Sound Trap Vf-v .. FRter IE • Indirect Evaporotlw tlll.lElt. JOB NAME: 1. All dlmenaiona are In tnchea unlaa otherwlae ~pacified. 2. Opening dlmenalon tolwanca are ::1: 0.50, al other cabinet dlmM8fon tolerance. are ::1: 1.00. 3. Uftlng lug locaUona on mechanical drawing• ere for repraentation only. Actual Uftlng tocotlon wDI wry depending on Enqy Lobi Englneeri'lg review. DESIGN ENGINEER: a-9651 AIRWAY RD. SUITE E 1 1 l~t=::=~===~~~;====~;!;~D~E~S~CR~IP~ll~O~N~: ~=~~~E~==J .... --SAN DIEGO, CA 92154 ICFt.t: 2800/2000 ~ ---.......... DRAWING NAME: ... (619) 671-0100 MODEL: c'4 .,59 Fe L UNIT TAG: r ' JOB NUMBER: 0 ,..., - - REVISION OWN APP Cenmar/c PLAN VIEW SIDE VIEW FTIB-24xJO FTIB-24xJO hH'U ".J I I I I P= I L ____ J 1-----~~ ~~F-+------ ~-----50-----,_ ____ _ 49 cc 49 r,o:/ 0) t:::JliJ.;........t!-..:: " / / I I See plan for service I I access and piping FTIB-24xJo VIew Wlndow i 60 PF 60 SPUT 109 TIHERMAL BREAK l----------------------159-------------------------------------_, PROJECT ENGINEER: JH DESIGN ENGINEER: 8/J/15 APPROX. OPERATING WEIGHT: 3,100 LBS II FO-AMPANEL CONSTRuCTION II PRELIMINARY MECHANICAL DRAWING NOT FOR CONSTRUCTION WlEilll:. OSA -Out.l'de Air RA • Return Air NS • Near Side HS = High Side SA Supply Air EA Exhauet AJr fS For Side LS Low Side ~ AB • Air Eland .. cc -Coaling eon OJ • Condenek-1~ Unit DE • Direct Evaporative OF • DWDI Fan DX • OX Coil EC • Economizer FF = Final FUtw FU • Furnace HC -Heating eon WB -Nixing Box MS -Wolature s.parator MZ • Wultlzone PF • Plenum Fan PFF -Pre/Flnal Flit« Pl • Plenum PR • Pre-Fllt.- SC • Stearn Coli ST • Sound Trap VF • VM Flit.. IE -Indirect Evaporatlw tllllEli:.. JOB NAME: 1. All dlmenabna are In ..,chee unl•• othW'WIM epeclfled. 2. ()pa11ng dlmenelon toleroncea are :!: 0.50. aU other cabinet dlmen.ron tolerance. are ± 1.00. 3. Ufthg lu!il location• on mechanlc;al dtawlnge are for repreeentation only. Actual llftlng location wm vary depending on Energy Lema Engln..-lng review. a -9651 AIRWAY RD. SUITE E I ---------I DESCRIPTION: .... -·SAN DIEGO, CA 92154 ICFM: 2455/2000 ..r ........ ~~-=:t-=:-=.-=:-=:-=.-:_i-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_-:_t-=.-=-t-=--=-1fiiDfR;;iA~WI~N~G~~N~A~M~E:';""·_-_-j_:=su~t=-=-'iAJH~U~-~2~.""d~w,f._"'_""_:.;.;;_'-~_=11 ... (619) 671-0100MODEL: C 3754 FC LUNIT TAG: ~\ 1-,_,,.....(_~~~l------===-----fn;;;OJt:..,ptJOB NUMBER: 0 - -REVISION Cenmarlc - 154 NO. DATE REVISION DWNIAPP 32 90 112 I: 'I 'I.-..;' A ,~: I: . : I ===f== 'II II: •II u: •II II II FTB-24x5J FTB-24x53 l j 12 bE~~~~=9,.-----r SIDE VIEW :------+--------~~--------1 t-------64 119---------------i 1-----119 THERMAL BREAK------I 1------------183-----------1 APPROX. OPERATING WEIGHT: 9,900 LBS [FOAM p~ CONSTRUCTION II PRELIMINARY MECHANICAL DRAWING NOT FOR CONSTRUCTION LEliEIIll:.. OSA • OutiJde Air RA • Return Air NS • Near Sk:le HS = High 55de SA = Supply Air EA = Exhau1t Air FS • For Side LS • Low Side ~ AB • Air Bl.,d..-CC • Coaling CoB OJ • CondW~elniSJ Unit DE • 0"-:t EWJporatlw DF • DWDI Fan ox -ox Coli EC • Economlz .. FF • flna Flit. FU • Furnace HC • H.atlng CoU MB • Mixing Box MS • Mol.ture Separator MZ • Multlzone PF • Pl.,um Fan PFF • Pre/Flnal Filter PL • Pl6"1um PR • Pre-flter SC • Stocm CoB ST • Sound Trap VF • v .. Fntw IE • lndlract Ew:~poratlw tt= JOB NAME: 1. All dlmen1ion1 are In Jnche1 unl•• otherwl8e tpeclfled. 2. Opening dlmen.Jon tolerance~ are :1:: 0.50. al other cabinet dlmen.ron tolerance. are :t: 1.00. 3. Uttlne lug location• on mechanical drawtna• ere for repreeentatlon only. Actual llftlnv location wRI wry depending on Energy Lcm• Engineering review. PROJECT ENGINEER: JH DESIGN ENGINEER: 8/3/15 8/3/15 DESCRIPllON: DRAWING NAME: MECHANICAL DRAWING SU-AHU-3.dw' JOB NUMBER: 0 Cenmar/c ~ ......__ a --9651 AIRWAY RD. SUITE E I I .... --SAN DIEGO, CA 92154 CFM: 22855/18300 ~ ............... ... (619) 671-0100 LODEL: C66154-FC-LUNIT TAG: 7 . - -="\ 104 66 20 80 II II II II ___ j_ __ FTB-24K6.3 j1H--22--r1 rjll - ,II Ill II 7L2 ~·li II ,11 Ill II :1 r:_ ___ _J 6 --------- -:J "':J "':J :::J FT8-24x6.3 FTB-24x63 \~--Window See plan for serv1ce access and piping connections SIDE VIEW ~~-----~-~~ ! g~~ ~------58 -49-+---72:-------1 SPUT ~------121 THERMAL BREAK------- ~--------------179,-----------------1 PROJECT ENGINEER: JH l 40 APPROX. OPERATING WEIGHT: 7,600 LBS Can this unit have a single fan II FOAM PANEL CONSTRUCTION II PRELIMINARY MECHANICAL DRAWING NOT FOR CONSTRUCTION LEliEWl:.. OSA • Out.lde Air RA • Return Air NS • Necr Side HS = High Side SA = Supply Air EA • Exhau.t: Air fS • Far Side LS • LDw Side ~ AB • Air BIMdw cc -Coallni Col aJ • Cond.,•lng Unit DE • Dhct Evaporatlw Of • DWDI Fan ox-ox Coli EC • Economizer FF • Final Fltw FU • Furnace HC -H.atlng eon 1118 • Wlxln; Box IllS -Moleture Separator IIIZ • Multlzone PF-Pl8'1um Fan PFF • Pn~/Flnal Filter PL-Plenum PR • Pre-Fllter SC -Stocm Con ST • Sound Trap W•VMFIIt• IE • Indirect EwparatiWI lllllElt. JOB NAME: 1. All dlmeMion• are In lnchu unl•• otherwlae ~eclfled. 2. Openi'lg dfmenlllon tolerance. are :1:: 0.50. all othw cabinet dlmen•on tolerance. are ::1: 1.00. 3. Uftln; lug location• on mechanical drawln9• ere for repreeentatlon only. Acb.lol lifting location wDI wry depending on Ener;y Lab• Englneerln'il review. DESIGN ENGINEER: a--9651 AIRWAY RD. SUITE E --=+==4---------+-jf-----ffiDE~S~CR~IPiill~DN:ii:iif:_ilJ~~~~"""=1 .... --SAN DIEGO, CA 92154 IC.,..,FM:=:;_16~6~6~5~~~'/~4~2::0::_:5~----b;:;:-;:-.;;:--/~---:-;;;;--:;-~-----i t-'-==+===+===---------------1--+--fD~R~A~'M~N\iG~N~A~M~E::._· __ --'!!su~-:!A:!!:H~U~4-~d·~----~ ... (619) 671-0100 I-MODEL: L 1-JOB NUMBER: 0 C72104-FC-NO. DATE REVISION DWNI APP T 126 24 r PIAN V1EJ l 8 r 401 ~~-~ r~=m II ,I II ,I Ill :-r-~~,.,..- c~ fi---j I c~ II I I c~ II I I -~II I I I I I -~ c~ c~ I ~~ -'I S\ c~ c~ ~--~ I --~~ "'' l!!r ~I "' ~I 11!..====~ v F1B-24xt5J -~ c~ c~ ~~ -' i'ji I I I :~,ii-\ c~ II I ~II I ~~ !J,;-~ I I I J ·uv F1B-24xt5J ---;=-====~--=11 I 'I I I I I, I I I I =--== ... ~ FTB-24x63 VIew Window r1&.5-j"-22---j See plan for service rT area and piping -connections ,o II tj ' LL~--~~~ T .smE....YIEI I-1J~=i= r---~-~~ ~ ~~ L---711--------,~--49 58 L----107 lH"SSLAL BREAK 1-----------178------------1 PROJECT ENGINEER: JH S/4/15 ~ Fans look to close together. Maybe use two fans in place of the 4 -A-20 APPROX. OPERATING WEIGHT: 9,800 LBS II FOAM PANEL CONSlRUCTION II I PRELIMINARY MECHANICAL ORAWINGl NOT FOR CONSlRUCTION I WlEI!lll:. OSA • Oullolde Air RA • Return Air NS • Near Side HS = High Side SA Supply A~ EA Exhau.t Air FS Far Side LS Law Side ~ NJ • Air Bl.nder cc -Coaling Call aJ • CondenU.g Unit DE -onct Evaporotrw OF • D'M>I Fan ox -ox Coli EC -Economizer FF == Final Filter FU • Furnace HC • H.atlng CaB WB • t.lbclng Box WS -t.lolat.ure Separator WZ -Multlzone PF • Plenum Fan PFF • Pr./Flnal F11ter PL • pt.,um PR • Pre-Fllter SC • Steam Colt ST • Sound Trap VF • Y• Flltw IE • Indirect Ewparatlw till=. JOB NAME: 1. AJI dlmenalona are In i'lchet unl.., oth.,..IM 8peclfied. 2. Opening dlmenalon toleranC88 are ± 0.50,. al ather cabinet dlmen.ron tDieroncet are ± 1.00. 3. Ufti'19 lug location• on mechanical drawtnrga are for repraa.1tatlon only, Actual lifting locotlon will vary depending an EniW'Qy Labs Engln_.lng review. DESIGN ENGINEER: I 8/4/15 a--9651 AIRWAY RD. SUITE E Cenmar/c r 1 1 1 1 DESCRIPllON: MECHANICAL DRAWING .... --sAN DIEGo. cA 92154 cFt.t: 203B5/17Bto ./ ..........., 1 1 DRAWING NAME: SU-AHU 5.dwg ... 1 I JOB NUMBER: (619) 671-0100 MOOEL: C72126-FC-L UNIT TAG: I.. AHU-5 l NO.I DATE I REVISION .J.DWN_lAPP 0 '---__./ J ~ I_Eii--=dl ISS:. I ~ "' '" v tt/7Y/ ///////////// /u/ /////y0~0~/A~~////lt/ '" '" ~ ~ ~~ ¢ A-21 REVISIONS RE'vDESCRIPTlDN___ 2JA fl -APfJROVLD l/4-2C TAr CiYP.) DETAIL "A" DHU-1 wt = 8,300 lbs. SC[BETA!LA ~J'rwl 0~~ 0 ' :ONT'<DL PANEL ~REFE_~lNCE DNl_ n 4ll ALe_ REACTIVATION DUCTS TO BE INSULATED AND INSTALLED 'WITH A PITCH ~C AVOID CONDENSATICN LEAKA~E INTO THE THIS JRA~ING IS PRELIMINARY AND FOR REFERENCE ONLY SYSTlM !S NOT DESIGNED FOR OPEN ROOF" CURB MOUNTING SYSTEM LOCATION. INDOOR INTERNAL MATERIAL= GAL VALUME E:XTERNAL MATERIAL• TEXTURED ALUMINUM CONSTRUCTION TYPE• 2.5 INCH W'ALL THICKNESS VOL TAGEIPHASE/FREGIUENCY• 460 I 3 I 60 SUPPORT ALONG THE LENGTH OF EACH SIDE OF THE UNIT IS REQUIRED CONTROL ENCLOSURE LOCATION SHD\r.IN FOR REFERENCE ONLY ALL PIPING AND DUCT CDf'oNECTIDN DIMENSJONS +/-12 INCHES SELECT JON FILE C WRDGRAM FILES <X96)\MDS DES!GN'\PRDJECTS\G[NMARK rd2- COMPDNENT RULES REVISlDN 1 It CCESS 2 i'EET'-c--=-,---ccc----c--------i DIL PARTITION, 5 RDIJS, COOL lNG_ '---:==:-:=--=--.. FRON-l ~LL D!MENSJDNS ARE ] .. ii'<CHES UNLESSDTHER'WISCSPEClfiED I FIL TER, 30% .,. t1TGH EF DEHUMJD!f IER C;G[l, PDW'ER PURGE/_) =o-=cccc----+=--:=--::--=c:---:-::--::-::--::----c:-:----l REACTJVATJUN FAN 02-114-7", CW', fEFC. S!SW'2.____________ CONFIDENTIALITY STATEMENT ~~~:MALS ~A~~~~ED ~;~E~~ REACTJVATI~~SHEATER <DIRECT f" !RlD NATURAL GASl_________ THE TECHNICA~ ~NFORMATIOI'o AND DESIGN ~)[ :;=~~~ .:~=~~ rJoH NUMBtR A~============JDATA ENCLnSED HE"REIN CJNSTTTUTE ~NGLE +/-112 DE~ ~~---~ ~~s~~k~~~~~ i'ffnD~~Tif~ ~[ ~~[~~~~~ED AUTO B 8/17/2015 ~~~N~A~OT~T:~N W'~ERO~~O ;~~~lNG !~ f~~l~~l~~T~E~~f· o}HIJLJ~N~B~~a~t~N FINISH DR:~~; 8/17/2015 I~MPTY 1 FEET ' ' AND END USERS OF OUR EQUIPMENT CH~~~J BY 81171201:; Munters Corporo_ tion 79 Monroe St .. A"1es10ury, MA. 01913 lro>l '978-241-1100 Fox. 978-241-1214 JCA-1000-031 GENERAL ARR~NGEMENT ~ smE LOAD AP~~otu B 81171C01~ ~~~~~ ~~~[1 s·B[GenMnrk ICA~r(J'000-031 6 7 Unit Report For Carrier 250 ton chiller Project: Genmark Ox Prepared By: Mike Kolaric Unit Information Tag Name: ______ Carrier 250 ton chiller Model Number:__ ___ _ _ ________ _ _________ 30RB250 Condenser Type:__ Air Cooled Compressor Type: _____ __ _____ _____ _ __ Scroll Nameplate Voltage:___ _ _____ 460-3-60 V-Ph-Hz Quantity:_____ ______ _ ___ 1 Manufacturing Source: Charlotte, NC USA Refrigerant:_____________ _ R410A Independent Refrigerant Circuits: _ _ ________________ 3 Capaci ·--------------_11 m Capacity: ___ _ hipping Weight:___________ __ _ _ ___________________ 14752 Operating Weight: _ _______________ ___ _ ________ 15468 Unit Length: ___________________ _ _______________ ___ _ ________ 330 Unit Width: ___________ ______ ____________________ 89 Unit Height:__________ _ _____________________ _ ____________ 90 Chiller Warranty Information (Note: for US & Canada only) First Year-Parts Only (Standard) Ordering Information Part Number Description 30RBX25062-HQL -3 Packaoed Chiller Base Unit Freeze Protection Suction Line Insulation Non-Fused Disconnect AI Fin/Cu Tube, E-Coat Low Sound Option Minimum Load Control Single Point Coil Trim Panels Accessories and Installed Options Freeze Protection Suction Line Insulation Non-Fused Disconnect AI Fin/Cu Tube, E-Coat Low Sound Option Minimum Load Control Single Point Coil Trim Panels High-Efficiency Variable Condenser Fans High-Efficiency Variable Condenser Fans Packaged Chiller Builder NACO 3.491 A-22 Quantity 1 10/13/2015 06:35PM Page 4 of8 A-23 Project: Genmark Dx Prepared Bv: Mike Kolaric Certified Drawing for Carrier 250 ton chiller 116,000 lbs. -I 10/13/2015 06:35PM NOTES I. UNIT MUST HAVE CLEARANCES AS FOLLOW'S: TOP-00 NOT RESTRICT SIDES AND END-6' FRIJ< SOLID SURFACE. FOR AIRFLO~ SIDE -8' REilJIRED FOR COIL SERVICE AREA. r---1 ~UNITED PDII141108 TECHNOLOGIES snACUS£, N'f CARRIER 13221 THIS llll:li'ENT t~ H£ PR!J'E~TY !T CAiiRlER CllRP!lRoiiTIIlN iUBMlSSJON OF THESE !Rii'llt~S OR DJ:UMENfS AND IS DEUVERED lPON Tf£ EXPRESS CUNDrllllN THAT Tl£ IDES NJT a::NSTlllJTE fWH PERFIRMNa CR COOENTS VILL fr(]T IE DISCLOSED [R USE:D IJJTIOJT CARI!IE~ Jll:EPTAIICE IJ" C!JNTRM:T C!JiPDRATlllfS WRJnEN rn&NT. 2. TE>f'ERATURE RELIEF DEVICES LOCATED ON SUCTION LINE.LIQU!D LINE AND FILTER DRIER OF EACH CIRCUIT AND HAVE I/4' FLARE CCNNECTION. A A lvfC[A~ff4&o~E;c;;-S~T~;::: --------~-~OO ~----------r~------~~-----r-l [124 201 10120 l [31501 CGx [3981 I I I VIE\J A - A SCALE J,J6 B I I r-1 1447.a ~::E:JTUBE ~ / ·-/--tl~====''l-+1 [;~g<J 7~.?4 ~ I I I I [~V~l AREA , I ~ii'Ak 2236.08 l88D3J 7 /8" KNOCK!lJT TO BE USED FOR LOCATING FJELD PDIJER 'WIRING PEBl 230V IlJAL POINT 380V,460V.57SV DUAL 8. SINGLE POINT PEB2 ALL VOLT AGES DUAL POINT DETAIL B [\SOl SCALE 3I6 I I I C ('fo\6] ~ ~ m~.~~ J 24I6I8 3253173 PIPJNG ENTRANCE AREA 269173 ---t----~----------I::~---------------I~~5-l ___ 5_ I -- ~~~~6~G HOLE IOOOO 222 [87J [3941 OUNTING HOLE 20000 [7.87] COIL SERVJCE AREA -------------------------------------------------- 228137 [89.82] COOLER VENT l/4 WT LEAVJNG ~ATEtn~ --~nr-6' VICTAULIC ~ ~ 408.89 [!6.!0) 437.86 [17,241 1------2542.58 [lOO.IOJ 1769.30 [I09.03J UNIT MOUNTING 2794,35 [110.011 UNIT MJL..NTl~ 1--------------------------~?~~~~] 30RB-250 Packaged Chiller Builder NACO 3.491 437.86 [\7.24] 1981.65 (78.02] UNIT MOUNTJNG 1---------2806.54 lllo.49J Sl.PERtElES 04/20/LO 1 2438.40 [9~00) ~oi SERVICE AREA I 1 SCRDLLJNG MARQUEE FIELD CDNTRIJL IJIRING l DlSPLAY ----~~"'-,.. J ALL VUL~~~~ I i 11 ! I:·. . . . ··!il ---~-~1--408.89 [I6.IOJ 39.89 [1.57J 30RB-250 AIR COOLED CHILLER 2156.30 [84.89] UNIT MOUNTING OODCNSOOOO!OOOA Rt:V G.4 Page 5 of8 • KOHLER. Power Systems ~9001 -~Etv\S NATIONALLY REGISTERED Tier 3 EPA-Certified for Stationary Emergency Applications Ratings Range Standby: Prime: kW kVA kW kVA 60Hz 106-154 106-193 99-140 99-175 Generator Set Ratings 1ao•c Rise Standby Rating Alternator Voltage Ph Hz kW!kVA Amps 120/208 3 60 137/171 475 127/220 3 60 143/179 469 120/240 3 60 137/171 412 4R13X 120/240 60 107/107 446 139/240 3 60 150/188 451 220/380 3 60 124/155 235 277/480 3 60 150/188 226 120/208 3 60 154/193 534 127/220 3 60 154/193 505 120/240 3 60 154/193 463 120/240 1 60 106/106 442 4S12X 139/240 3 60 154/193 463 220/380 3 60 140/175 266 277/480 3 60 154/193 232 347/600 3 60 154/193 185 120/208 3 60 154/193 534 127/220 3 60 154/193 505 120/240 3 60 154/193 463 120/240 1 60 113/113 471 4S13X 139 240 3 60 154193 463 220/380 3 60 154/193 292 277/480 3 60 154/193 232 347/600 3 60 154/193 185 4T13X 120/240 60 144/144 600 1os•c Rise Prime Rating kW/kVA Amps 128/160 444 132/165 433 128/160 385 99/99 413 136/170 409 116/145 220 136/170 204 140/175 486 140/175 459 140/175 421 105/105 438 140/175 421 131/164 249 140/175 210 140/175 168 140/175 486 140/175 459 140/175 421 113/113 471 140 175 421 140/175 266 140/175 210 140/175 168 133/133 554 A-24 Model: 150REOZJF 208-600V Diesel Standard Features • Kohler Co. provides one-source responsibility for the generating system and accessories. • The generator set and its components are prototype-tested, factory-built, and production-tested. • The 60 Hz generator set offers a UL 2200 listing. • The generator set accepts rated load in one step. • The 60 Hz generator set meets N FPA 11 0, Level 1 , when equipped with the necessary accessories and installed per NFPA standards. • A one-year limited warranty covers all generator set systems and components. Two-and five-year extended limited warranties are also available. • Alternator features: o The unique Fast-Response® X excitation system delivers excellent voltage response and short-circuit capability using a rare-earth, permanent magnet (PM)-excited alternator. o The brushless, rotating-field alternator has broadrange reconnectability. • Other features: o Kohler designed controllers for guaranteed system integration and remote communication. See Controllers on page 3. o The low coolant level shutdown prevents overheating (standard on radiator models only). o Integral vibration isolation eliminates the need for under-unit vibration spring isolators. o Multiple circuit breaker configurations. Generator 3100 -- Tank= 1650 Fuel= 2500 Enclosure -800 - Total -81001bs size 45 x 84 (includes 19" tank) x 139 RATINGS: All three-phase units are rated at 0.8 power factor. All single-phase units are rated at 1.0 power factor. Standby Ra/ings: The standby rating Is applicable to varying loads for the duration of a power outage. There Is no 0\lelload capability for this rating. Prime Power Ra/ings: N. varying load, the nuntler of generator set operating hours Is unlimited. A 10% 0\lelload capacity Is available for one hour in twelve. Ratings are in accordance with IS0-8528-1 and IS0-3046-1. For limited running time and continuous ratings, consuft the factory. Obtain technical information bulletin (TIB-1 01) for ratings guidelines, complete ratings definitions, and site condition derates. The generator set manufacturer reserves the right to change the design or speclllcatlons without notice and without any obligation or liability wha1soever. G5-371 (150REOZJF) 3/15c ' ' KOHLER CO., Kohler, Wisconsin 53044 USA Phone 920-457-4441, Fax 920-459-1646 For the nearest sales and service outlet in the US and Canada, phone 1-800-544-2444 KOHLERPower.com Standard Features • Alternator Protection • Battery Rack and Cables • Customer Connection (standard with Decision-Makertl 6000 controller only) • Local Emergency Stop Switch • Oil Drain Extension • Operation and Installation Literature Available Options Approvals and Listings 0 California OSHPD Approval 0 CSA Approval 0 IBC Seismic Certification 0 UL 2200 Listing Enclosed Unit 0 Snow Enclosure (sound enclosure with enclosed critical silencer, intake hood, and electrical package) 0 Sound Enclosure (with enclosed critical silencer) 0 Weather Enclosure (with enclosed critical silencer) Open Unit 0 Exhaust Silencer, Critical (kit: PA-354809) 0 Flexible Exhaust Connector, Stainless Steel Fuel System 0 Flexible Fuel Lines 0 Fuel Pressure Gauge 0 Subbase Fuel Tanks Controller 0 Common Failure Relay 0 Communication Products and PC Software 0 Customer Connection (Decision-Makertl 550 controller only) 0 Decision-Makertl Paralleling System (DPS) (Decision-Makertl 6000 controller only) 0 Dry Contact (isolated alarm) (Decision-Makertl 550 and 6000 controllers only) 0 Input/Output Module (Decision-Maker® 3000 controller only) 0 Remote Emergency Stop Switch 0 Remote Serial Annunciator Panel 0 Run Relay Cooling System 0 Block Heater, 1800 W, 90-120 V, 1 Ph 0 Block Heater, 2000 W, 190-240 V, 1 Ph Recommended for ambient temperatures below o•c (32•F) 0 Radiator Duct Flange Electrical System 0 Alternator Strip Heater 0 Battery 0 Battery Charger, Equalize/Float Type 0 Battery Heater 0 Line Circuit Breaker (NEMA type 1 enclosure) 0 Line Circuit Breaker with Shunt Trip (NEMA type 1 enclosure) Paralleling System 0 Manual Speed Adjust 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A-25 Kohler Power Systems Asia Pacific Headquarters 7 Jurong Pier Road Singapore 619159 Phone(65)6264-6422,Fax(65)6264-6455 Miscellaneous Air Cleaner, Heavy Duty Air Cleaner Restriction Indicator Certified Test Report Crankcase Emissions Canister Engine Fluids Added Rated Power Factor Testing Rodent Guards Literature General Maintenance NFPA 110 Overhaul Production Warranty 2-Year Basic Limited 5-Year Basic Limited 5-Year Comprehensive Limited Other Options Dimensions and Weights Overall Size, L x W x H, mm (in.): 2950 X 1120 X 1527 (116.1 x44.1 x~ 1295-1402 (285~ Weight (radiator model), wet, kg (lb.): or " -l ~o ___L_ __ _L_J:::=:===o;:i, I--w----1 L ~~~ NOTE: This drawing is provided for reference only and should not be used for planning Installation. Contact your local distributor for more detailed Information. Bay City Electric Works Steve Agan 866-968-8300 Cl2011, 2012, 2013, 2015 by Kohler Co. All rights reserved. G5·371 (150REOZJF) 3/15c ~ • ~ ~ A-26 :;; 386 OC>N I 15. 2l M~ . EIIICLOSl.ftE WEIGHT MODEL KG ILBSI . c STEEL SOU\ID 363 1800] ~ . ,"-AIR DISCHARGE .--~~ ~<{ ·~ ~<{~ ~~>-NOTE: ur -I. TANK I IF ORDEREDI MOUNTS BELOW SKID "'~ roo 2. TANK MAY EXTEND BEYOND ENCLOSURE !DISCHARGE END ONLYI ~ AIR '""'~ 1152145 4) 3531 I I 39 0 J 861 133.9) DOOR OPENING ~ .11Jl OF=lO ,_ " . . . . . . . !~!:» \ ' C! ~ ~~~ C!~ ~ '"" ~"' o": ~ ,;z :;; :;; E ~w $ ~~ "' E ~ ~~ ~ ~ ~0 ~ ~~-115 00 m c~ .. ... ~ -"' "" ~ ~ -~ -. . . . -~ . ·. : . . -l'll:lillla'.ccm . . 0 . I· ·I ~ ' -· r· .. ) 1::--::1 I~ & 1:0:1 Bj:····l ·-' ~ I· ·I 0 0 . -.oo .. . ..... oo.-. 0 ~ ,_ • l 3051120) : !~ ~~ ~ H; II "" "' " 549 121.6] I I I 48 J 2130 183.9) 530 120.9] ft. ~ 11201441) •1635 164.4] •765 I 30 ll 853 133.6) ~~ 350011378) !!> 1632 164.3l COB 6 X ¢ I 7 5 I 6 9 J S T D MOUNT I NG HOLES 2065 181.3] .A. 12X ¢17.5 1.69J IBC MOUNTING HOLES DIMENSIONS IN I J ARE INCH EQUIVALENTS OIL DRAIN 1•1 DESIGNATES 125KW 4045HF ENGINE 2185 186.0] •1935 176.2] 2733 I 107 6] REV DATE 011 COWPOSIT( DWGS. SEE PART NO fO~ REVISION LEVEl BY r\"-~~~~m:~~,s~~c~~~[~.[l(u KOHLER CQ METRIC PRO·E 11·5-09 NEW DRAWING [87805·91 lo!RSli!OlflAICtiAI£ 2843 1111.9] ' 3-9-10 <C-.tl NOTE ADDED [891911 PKD U1 ! ~ p POWER SYSTEMS, KOHLER. WI 5304~ U.S.A. THIS DRAWING IN DESIGN AND DETAil IS KOHLER CC B 72910 <A-61 6X 17.5 ~01£ ADDED [900411 ~~: !NGLEt ~ ~· JO'SU:;[ ~~:I:H PROPERTYANDNUSTNOTB£ USEOEXCEPT IN 125 MODEL 4SII, 4S I 3, 4RI2X, 4R I 3X, 4TI3X CONNECTION WITH KOHLER CO. WORK. ALL RIGHTS OF c 9-2810 (A-Sl 12XS(ll7.5 A.DDED [903011 DESIGN OR IN~EN1 ION ARE AESER~EO. 150 MODEL 4SI3, 4S 15, 4R I 3X, 4T I 3X, 4SI2X, 4S I 3X 0 1-3-12 (.1,-4) 125 & 150 NODEL NOTE UPDATED [926811 PKO 'f.:!M':li @--E3 ""' RECONNECT ABLE E 2-5-12 (A-Il 1-2 WAS 1-I, SEE SHEET 2 [CT32114l SAM APPRO~ALS DAlE DIMENSION PRINT IMPROVE MOTOR STARTING I IMSI RECONNECTABLE MRS 11-5-09 600V & I PHASE ALTERNATORS toiCOlO MRS 11-S-09 K.._E 0.07 CUOIO U<ET I ~~ 2 4045HF285 & 6068HF285 JOHN DEERE TIER Ill ....... u ALC 11-5-09 -· ADV-7825 ID .. ~ r 8 8 CA AQMO READY ENCLOSURES (NO SILENCER) 6 5 2 Dimensions are: MO!lEL STEEL WEATt£R STEEL SOUNJ WEIGHT KG ILBSI 310 [684] 333 [7341 139" Long X 45.4" Wide X 84.2" Tall (with sub-base fuel tank) 5 [ 0. 2] 197 [ 434] ALUMNUM S0UNJ IR DISCHARGE t-I I 52 l 45 4] 1'1'1 ~ w I 04 5 [ 4 I . I I ·II •v " "' •I ~· I I 20 l 44 I I 61 ¢17 5 1.69] STD MOUNTING HOLES A 121¢17 5 [ 691 IBC MOUNTING HOLES 125 MODEL 4SII, 4SI3, 4RI2X, 4RI3X, 4T13X 150 MODEL 4SI3, 4SI5, 4RI3X, 4TI3X, 4SI2X, 4SI3X RECONNECT ABLE IMPROVE MOTOR STARTING I IMSI RECONNECTABLE 600V & I PHASE ALTERNATORS 4045HF285 & 6068HF285 JOHN DEERE TIER I I I 5 EXHAUST OUTLET SCALE 0.300 NOTE: I. TANK I IF ORDERED! MOUNTS BELOW SKID 2. TANK MAY EXTEND BEYOND ENCLOSURE !DISCHARGE DIMENSIONS IN l I ARE INCH EQUIVALENTS 1•1 DESIGNATES 125KW 4045HF ENGINE END ONLY! REVI DATE I ON C<IIPDSITE P'IGS, SEE PART triO. FOR REVISION lfVEL ~ tn~E~·:~s~~c~:m.[l!u I KOHLER CQ 1 METRIC I PRO-E E-1 2-5-13 !SHEET 2 A~D AOMD MODED ADDED CCT3217-4l l II± 0 H I POWER SYSTEMS, KOHLER, WI 530H u S.A. :·~ ! : ! SUifAt"E fiii$H THIS DRAW IN~ IN DES iGM AtriD DETAil IS KOHLER C ""'LES ±·o· 10' ' ~~~:~~~io~N~~~~S~o~P~R8fo~s~gR~~cir[ ~~GHTS Of DESIGN OR INVENTION ARE fHSERHO '1.:11,\111 @--E3 DIMENSION PRINT APPROVALS OAH '"'"2 of SAM 2-5-13 IUU 0 C7 c.u 00 D KEM 2-5-13 _.., ADV-7825 KEM 2-5-13 3 MODEL 125/150kW 125/150kW 5 l ,. 3500.0 (137.801 ., ... ... ... r I XED EN~:\ CHANNEL \ ' / 6 \ ~ ...... / .. ---~ ® ®I If ... <> ...... <>-.,._ ELECTRICAL N I 00, oa \ STUB UP e : QOCW'&' V · OPEN \ v,w I BOTTOM . ' o ... ~~, ... 0 0 '-.. __ .\.· 16 Ngl 1J:~7l fifin " ---· ~~ 305.0 ! 12.0 I] 2842. 1 ! I I I . 921 ~ ~ ~'ITa -- ~ .. .. ..... SEE 6X ¢17 5 !0 691 X 26 0 OBROUNPS GENSEl & TANK MTG. DETAIL A ~ TIT f2 ~ ... J. ;-b;; I" ~:1 ... "' <> - «> .... ... ,__ ..,_ 4 I 3 I 2 I TAN< F1T1111J11: A -28 A. 'A' NPT EMERGENCY VENT FITTING PER NFPA 30 WITH VENT CAPS B. 2" NPT FUEL FILL FITTING WITH LOCKABLE CAP C. 2" NPT FUEL LEVEL GAUGE FITTING D. 2" NORMAL VENT FITTING WITH MUSHROOM VENT CAP AND 5" RISER E. 2" NPT FITTING FOR REMOVABLE ENGINE SUPPLY DIP TUBE 13/8" NPT FEMALE WITH CHECK VALVE l F. 2" NPT FITTING FOR REMOVABLE FUEL RETURN DIP TUBE 13/8" NPT FEMALE I H. 2" NPT FOR LOW LEVEL SWITCH !SET AT 501 FULL, SILICONE PACKED! J. 2" NPT ADDITIONAL FITTING FOR OPTIONAL ACCESSORY I INSTALL STEEL 2" NPT PIPE PLUG I M. 112" NPT BASIN DRAIN !INSTALL STEEL 112" NPT PIPE PLUGI N. 112" NPT FOR FUEL IN BASIN SWITCH !INSTALL STEEL 112" NPT PIPE PLUGl ~ -.---. DOG \0~~·9~ ~ 7 DETAIL A SCALE 0.200 {U @ :U l I. : 2185.0 !86.021 ! .1.657.7 125.891.1 I. 103~.0 140.711 _I_ 1 76.2 !3.001.1 11. 967.6 !38.091 .1 352.3 ! 13.871 • 6XliS25.~ ! 1.01 STANDARD MOUNTING • IOXliS22.2 !0.871 IBC MOUNTING 8 T 7 T 6 T SUBBASE TANK 12 5 MODEL ~S I I , ~S 13 150 MODEL ~SI3, ~SI5 RECONNECT ABLE IMPROVED MOTOR STARTING I IMSl & &OOV ALTERNATOR JOHN DEERE 6068HF285, TIER Ill 5 T 4 REYI DATE I 01 c.GIITI .... lEE Pill 10. rot IEfiiiGI UftL I•I$·101111[W DUIIIHi lltOII] A ll·2t·l01t·8J DIMS: 11.2 & 47.5 ADDED CB·Il DIN: JOS.O REMOVED IC·4l Dill 37.5 ADDED lt0041l 8 ll·lf·IO IB-I.B·1J IOS..0,728.0 ADDED 1103031 C f·2t·ll SEE SHEET 2 Ullltl T 3 T ~tr;t,a·:~~~~'•"•(IDHLEICQ IME111CI PRO£ ....... ,. II'CIKI ITITUI. IOHLU. •. IH44 U.S.A. rso~=·1 : :·· -.a 111111 TMII DIMIII II DUifl AID DETAIL II IOIILU CO. SAN •us•' M' J 1111, im!~~~~~=:=~i:~~v;:::r:~l ~~INTI or ADV-7881 ... , -·-El,....... DNENSION PRINT ..:"IOVA~:oL. r5~-,, .---.-To2 ........ -• AJD,I-15·10 -AJD 1·15·11 2 T 5 l 4 I 3 I 2 I ~ODEL TANt fi'T'1'1IIDii< A-?Q A. 'A' NPT E~ERGENCY VENT FITTING PER NFPA 30 WITH vt~T~~PS 125/150kW 2.0 125/150kW 2.0 B. ~· NPT FUEL FILL FTTING WITH LOCKABLE CAP AND RISER. PLUG & SHIP WITH TANK Nl NBOX ATTACHED TO TANK Optional State Tank note it is longer .. C. 2" NPT FUEL LEVEL GAUGE FiliNG WITH DIRECT READING ME CHAN I CAL GAUGE D. 2" NPT NORMAL VENT FITTING WITH MUSHROOM VENT CAP AND 5" RISER. REMOVE AFTER PAINT AND REPLACE W/ STEEL PLUG & SHIP WITH TANK IN BOX ATTACHED TO TANK 7 E!l73~ ~87. I ! 19. 181 , 0 , ' ' • ' ' ' ~ i i ' N ' ' Q. "' ' "'zo ' ~w.,t-•® /·i-··" ,a..>-..,oo "' "' / ~ ·. :8\ \ 008/ !. I o 0 II ;L , '· ft ·, ; l 0 17?5. ~j7. 931 ·,. """ B ... n tQ E ., . '• 305.0 !12.011 586.~ !23.091 I. I .t :j 2185 0 ! 86 02 1092.0 !~2.991 J 1750.7 !68,931 8 T 7 • 6X ¢25.~! 1.01 MOUNTING HOLES + IOX22.2 !0.871 IBC MOUNTING e8X¢25.~! 1.01 BOTTOM BEAM ~OUNTING I 6 I •• I I 0 D I~ .o "' ..... >--..,_ E. 2" NPT FITTING FOR REMOVABLE ENGINE SUPPLY DIP TUBE 13/8" NPT FEMALE WITH CHECK VALVE) F. 2" NPT FITTING FOR REMOVABLE FUEL RETURN DIP TUBE 13/8" NPT FEMALE) H. 2" NPT FOR LOW LEVEL SWITCH !SET AT 501 FULL, SILICONE PACKED! J. 2" NPT ADDITIONAL FITTING FOR OPTIONAL ACCESSORY !INSTALL 2" NPT PIPE PLUGI M. 2" NPT BASIN DRAIN IPLUGGEOI N. 2" NPT FOR FUEL IN BASIN SWITCH P. 2" NPT ADDITIONAL FITTING FOR OTPIONAL ACCESORY !INSTALL 2" NPT PIPE PLUG) S. 2" NPT FUEL LEVEL GAUGE FITTING WITH SENDER E3 E00F J ,. DETAIL B SCALE 0.200 ~ 'Fi' = om EJt TIT tQ I• T I • I 1612.~ !71.351 I 915.0 !36.0Z_l_ J SUBBASE -STATE TANK 125 MODEL ~SII, ~SI3 150 ~ODE L ~S 13, ~S I 5 RECONNECT ABLE IMPROVED MOTOR STARTING IIMSI & 600V 5 ALTERNATOR JOHN DEERE 6066HF265, TIER Ill T 4 ~ <:> .... "' 0 li. 112.0 !~.~11 76 2 !3 001 .1~1. 967 6 !38 091 .I REV DATE 011 CDIII'CIIIU .-s, I[[ PART •. FOI IUIIIOI Ult:L 1·15·10 NEW DIAliNG tltOIIl A ll·2t·IOicA·l, I,SJ DIMS FOR MOUUIIIG MOLES ADDED CC·IJ DIMS FOR STUB UP AREA ADDED IC·ll DIN: 37.5 ADD£0, SEE SHEET I 110041 J 8 lll·lt·IOIIB·I,B·l,B·I,B-41 SU.O,IOt2.0,1750.7,tl5.0 ADDED ltUUJ t lf·lt·II(IA·II 511:4 IZ3.0tl ADDED, IA·ll llfZ5.4 ADDED ltllltl T 3 I ~~~&·f&!l'~~m.in•{ IDHLII. CQ IIETliC nn1 ... " ICNPI-au 2 DIIIENSIOIII PRINT f,lflcal .. ADV-7881 I liiiil!'''' \D { 0 "' "' M '0 0 rJ/7(/ ///////////// /W/ /////s:fT~y{~/A~~////0/ ¢ A-30 REVISIONS Rl'vDESCR:PTICN___ DATE-APP~OVEJ 1/4-20 TAP ( 1 Y-'.) Dt:TAIL "A" DHU-1 wt = 8,300 lbs. SC::::DETA;LA 1v )llJ 1-1 ~ 48 CONTROL PANE._ CREFERENCE ONl Yl ALL REACTIVATION DUCTS TO BE INSULATED AND INSTALLED THIS DRAV/ING IS PRELIMINARY AND FOR REFERENCE DNL y 'WITH A PITCH TO AVOID CONDENSATION LEAKAGE INTO THE SYSTEM14_jiJJJJ_jACCESS 2 FEETSRoVSCoiJLii~=====:=j COIL PARTITION, 5 ROW'S, CODLING "'LL DlME!IISIONS ARE IN INCHES ~~~;;R,' ;o~E: HIGH EF" .. FRONT LoAn ~:~~::N~::ER'Jtsc sPcctncn I IM u n t e r s Corporation SYSTEM IS NOT DESIGNED FOR OPEN ROOF CURB MOUNTING SYSTEM LOCATION: INDOOR INTERNAL MATERIAL: GALVALUME EXTERNAL MATERIAL• TEXTURED ALUMINUM CONSTRUCTION TYPE• 2.5 INCH IJALL ThiCKNESS VOLTAGE/PHASE/FREQUENCY: 460 / 3 / 60 SUPPORT ALONG THE LENGTH OF EACH SIDE OF THE UNIT IS REQUIRED CONTROL ENCLOSURE LOCATION SHD\o'N FOR REFERENCE ONLY ALL PIPING AND DUCT CONNECTION DIMENSIONS +/-12 INCHES SELECTION FILE C \PROGRAM FILES CX86i\MDS DES:GN\PROJECTS\G[NMARK Jd2- COMPDNENT RULlS REVISION l iJ DEHUMIDirlER <TIGEL. PDW'ER PURG<:) 79 Monroe St. Ar1eslovry MA. 01913 REACTIVATION FAN °2114 r. C'W, TEFe, srs~o~~ CONFIDENTIALITY STATEMEr-.JT ~~~II'IALs +~~~~~Eu :;~~~ . TC'l 978-241'-:ioo Fax. 978-241-1214 REACTiVATION 1-1EATER CDIRECT FIRED 1\oATURAL GASL_ XX •1-005 +1-03 JJB NUMBER ~:~E Pf.LEBNY~MASS b~~A T~8~tb~~LD I~;~fr~Ali8~strT~T~ESIGN :,.,GL~ :::_~~~ u~c, :::_~JD~~~Tr. ' PRCPRIETARY INFORMATION 0!:'" MUNTERS I EMPTY I FEET CORPDRATHlN AND AR[ T:l BE MAINTArNED ~~~~N~ABR~~T~~~ 1;/~DEROXI;/~O C~~~ING ~~ ~~~I~~lrc[!fEl~{~ D~HIJuJN~B~~~~t~N FINISH EMPTY 1 FEE 1 ' ' ANC END USERS OF OuR EQUIPMET\IT f---------j "' F!L TER, 30%, SIDE ~DAD fAo:>PRO' DESCR!PT!DN I XXX ;EiiB AUTO Alo/NH AJTD 8/171201~ 8/17/201J 8/17/201~ !CA-l 000-031 GENERAL ARRANGEMENT . /1J. GREENHECK • Building Value in Air. Printed olte~/18/2015 Job: GenmarkDx Mark: EF-1 Model: USF-410-10-81-1-15 Centrifugal Utility Fan-Backward Inclined Wheel lwt = 1351bs., r-----: c -f r-· / S»FT : I L'i~: SO cern .UNE : : ~ § : 7.80 H: r-· --: , I I 01322~ INLET CD A INLET OUTLET CONNECTIONS mo::7t 1623 j ,,i ~'" ~------------------------------------------------------~6~H~o~le~s~ SIDE VIEW *SIDE VIEW IS VIEWED FROM DRIVE SIDE *FANS ARE SUBJECT TO ±.125 INCH TOLERANCE WEATHERHOOD SHAFTDIA 1 KEYWAY 0.25X0.14 *DUE TO CONTINUAL IMPROVEMENTS DIMENSIONS MAY CHANGE FAN FOOTPRINT 1----33.73----1 END VIEW Notes: All dimensions shown are in units of in. F7.38 (To Slip Fit Inlet) 3.25 (To Slip Fit Inlet) I 013.22 Slip Fit O.D. I CAPS 4.17. (5ll2'sers\CHurd\Dropbox\Drafting Support\Genmark DX\Documents\Preliminary Equipment Selections\Exhaust Fans\GenmarkDx.gfcpage 3 of 23 . fil. GREENHECK • Building Value in Air. Printed olte~/18/2015 Job: GenmarkDx Mark: EF-4 Model: USF-41 0-10-81-1-15 Centrifugal Utility Fan-Backward Inclined Wheel 013~~ INLET CD INLET OUTLET CONNECTIONS lwt = 135 lbs. A C '\ I I r:f-fR:Fr===·===+ffiV- ~"' I I A~: ~0 CEN1 !'l"'E I I ~ :!i I :-::::-1 I I ll I 7.80 H:r· ' I I .,~:it,~j .,i ~., ~------------------------------------------------------~S~H~o~le~s~ SIDE VIEW 'SIDE VIEW IS VIEWED FROM DRIVE SIDE 'FANS ARE SUBJECT TO ±.1251NCH TOLERANCE WEATHERHOOD SHAFTDIA 1 KEYWAY 0.25X0.14 'DUE TO CONTINUAL IMPROVEMENTS DIMENSIONS MAY CHANGE FAN FOOTPRINT 1---33.73---1 END VIEW Notes: All dimensions shown are in units of in. F7.38 (To Slip Fit Inlet) 3.25 (To Slip Fit Inlet) I I2J 13.22 Slip Fit 0.0. I CAPS 4.17. ffillZsers\CHurd\Dropbox\Drafting Support\Genmar1< DX\Documents\Preliminary Equipment Selections\Exhaust Fans\Genmar1<Dx.gfcfage 7 of 23 . fil. GREENHECK • Building Value in Air. Printed oi\e~/18/2015 Job: GenmarkDx Mark: EF-3 Model: USF-418-10-AF-1-50 Centrifugal Utility Fan-Airfoil Wheel jwt = 250 lbs. •~wY INLETOD INLET OUTLET CONNECTIONS SIDE VIEW 'SIDE VIEW IS VIEWED FROM DRIVE SIDE 'FANS ARE SUBJECT TO ±.1251NCH TOLERANCE 'DUE TO CONTINUAL IMPROVEMENTS DIMENSIONS MAY CHANGE IZJ 0.44 6 Holes WEATHERHOOD SHAFT DIA 1.19 KEYWAY 0.25X 0.14 c -------r 10.98 ~16==="""""*f~~~ FAN FOOTPRINT END VIEW 10.98 _l F10.42 (To Slip Fit Inlet) 3.25 (To Slip Fit Inlet) I IZJ 22.99 Slip Fit 0.0. I Notes: All dimensions shown are in units of in. CAPS 4.17. £51l2sers\CHurd\Dropbox\Drafting Support\Genmar1< DX\Documents\Preliminary Equipment Selections\Exhaust Fans\Genmar1<Dx.gtqlge 11 of 23 .{§GREENHECK • Building Value in Air. Model: USF-413-10-81-1-20 .,5) INLETOD INLET Printed olte~/18/2015 Job: GenmarkDx Mark: EF-2 Centrifugal Utility Fan-Backward Inclined Wheel l10.61 r 1£0 OUTLET 00.44 6 Holes jwt = 1351bs. c ___l FAN FOOTPRINT CONNECTIONS SIDE VIEW 'SIDE VIEW IS VIEWED FROM DRIVE SIDE 'FANS ARE SUBJECT TO ±.125 INCH TOLERANCE WEATHERHOOD SHAFTDIA 1 KEYWAY 0.25 X0.14 'DUE TO CONTINUAL IMPROVEMENTS DIMENSIONS MAY CHANGE END VIEW Notes: All dimensions shown are in units of in. F 8.56 (To Slip Fit Inlet) 3.25 (To Slip Fit Inlet) f 017.00 Slip Fit 0.0. l CAPS 4.17. (51Users\CHurd\Dropbox\Drafting Support\Genmai"K DX\Documents\Preliminary Equipment Selections\Exhaust Fans\Genmari<Dx.gej:lge 15 of 23 . fB. GREENHECK • Building Value in Air. Model: CUE-085-VG Dia. Printed olte~/18/2015 Job: GenmarkDx Mark: EF-6 Direct Drive Upblast Centrifugal Roof Exhaust Fan 1221 ~ Dimensional Quantity 1 Weight w/o Ace's (lb) lis\ Weight w/ Ace's (lb) \.. 31 ) Roof Opening (in.) 12.5712.5 Performance Requested Volume (CFM) 320 Actual Volume (CFM) 300 External SP (in. wg) 0.75 Total SP (in. wg) 0.661 Fan RPM 1725 Operating Power (hp) 0.08 Elevation (ft) 479 Airstream Temp.(F) 70 Air Density (ft3) 0.074 Tip Speed (ft/min) 4,912 Static Eff. (%) 39 Motor Motor Mounted Yes Size (hp) 1/6 V/C/P 115/60/1 Enclosure TENV Motor RPM 1725 Windings 1 NEC FLA* (Amps) 4.4 FLA (Amps) 3.4 Sound Power by Octave Band Sound 62.5 125 250 500 1000 2000 4000 Data Inlet 72 76 73 65 61 58 53 I ......._ r-- == '\. / 11.5 I ....... I d _) \ [1.75 I J ~---1· --19--1•11 Reference assembly view drawings for actual dimensions with mounted accessories 13. 38 1.2 ..-------.,..------..,..-------------, 0.8 0.9 ! 0.6 ~ Q. (.) '= ~ 0.3 a: .. ~ .. ~ 1!.."'. ·--~--~~-~:· .... ---··············A·······················-----............. .. 0.6 c: .s: - 0.4 ~ Q. ~ !! 0.2 m 0.0 '-"""'-'-------------------'----' 0.0 0 1 2 3 4 5 6 7 Volume (CFM) x 100 Operating Bhp point External SP 0 Operating point at Total SP Direct Drive RPM Adjustment • Operating point at External SP Total SP ---Fan curve · · · -System curve -· ·----Brake horsepower curve 8000 LwA dBA 46 69 58 Sones 8.9 Notes: All dimensions shown are in units of in. •FLA ·based on tables 150 or 148 of National Electrical Code 2002. Actual motor FLA may vary, for sizing thermal overload, consult factory. LwA • A weighted sound power level, based on ANSI S 1.4 dBA -A weighted sound pressure level, based on 11.5 dB attenuation per Octave band at 5 f! -dBA levels are not licensed by AMCA International Sones· calculated using AMCA 301 at 5 f! 0.75 in. wg -0.089 in. wg 0.661 in. wg CAPS 4.17. ffilil!sers\CHurd\Dropbox\Drafting Support\Genmark DX\Documents\Preliminary Equipment Selections\Exhaust Fans\GenmarkDx.gfqlge 17 of 23 .. {fJ.GREENHECK • Building Value in Air. Printed olte~/18/2015 Job: GenmarkDx Mark: EF-5 Model: USF-410-10-81-1-15 Centrifugal Utility Fan-Backward Inclined Wheel jwt = 250 lbs . SI<FT A c 1/ I rn:+FI Er-·~-=-~~~~Jh~l/-I s7.80 """",....." I I ~ I H: I -!" I 7.80 . ,~JJ INLETOD INLET OUTLET CONNECTIONS .. ~:it .. ~~ .,i ~;,, L-------------------------------------------------------~6~H~o~le~s~ SIDE VIEW *SIDE VIEW IS VIEWED FROM DRIVE SIDE *FANS ARE SUBJECT TO ±.125 INCH TOLERANCE WEATHERHOOD SHAFTDIA 1 KEYWAY 0.25 X0.14 "DUE TO CONTINUAL IMPROVEMENTS DIMENSIONS MAY CHANGE FAN FOOTPRINT 1----33.73---1 END VIEW Notes: All dimensions shown are in units of in. F7.38 (To Slip Fit Inlet) 3.25 (To Slip Fit Inlet) I I2J 13.22 Slip Fit O.D. I CAPS 4.17. C)li2sers\CHurd\Dropbox\Drafting Support\Genmark DX\Documents\Preliminary Equipment Selections\Exhaust Fans\GenmarkDx.gejige 22 of 23 6/19/2015 Ill , j .. lsell & Gossett a xylem brand JOB: UNIT TAG: ENGINEER: CONTRACTOR: Bell & Gossett Submittal: B-880A REPRESENTATIVE: ORDER NO. SUBMITTED BY: APPROVED BY: 1.25AD-es Series e-151 0 A-37 I SUBMITTAL I B-880A DATE: 6/19/2015 DATE: DATE: Centrifugal Pumps-Base Mounted SPECIFICATIONS FLOW 40 HEAD 50 HP 1.50 RPM 1750 VOLTS CYCLE 60 PHASE 3 ENCLOSURE ODP APPROX. WEIGHT N/A SPECIALS Note: Equipped with NEOPRENE coupling HEAD (Feet) MATERIALS OF CONSTRUCTION ~Stainless Steel Fitted FEATURES D i-ALERTTM Condition Monitor ~ ANSI/OSHA Coupling Guard ~ Center Drop Out Spacer Coupling ~ Fabricated Heavy Duty Baseplate MAXIMUM WORKING PRESSURE 0 175psi(12bar)W.P. 75· ~~~~~~~~~~~~~~--~~~~ 60· https://rcwapp.xylerninc.com/esp'plus/Subs/Subrn_Page1-151725_churd1.htrn TYPE OF SEAL D Standard Seal (Buna-Carbon/Silicon Carbide) D -F Standard Seal w/ Flush Line (Buna-Carbon/Silicon Carbide) Design Capacity =40.0 GPM Design Head =50.0 Feet Suction Size= 1.5" Suet Velocity = 6.3 fps Discharge Size= 1.25" Disc. Velocity = 8.6 fps Min. Imp. Dla. = 5 " Max. Imp. Dla. = 7 " Cut Dla. = 6.75 " Max. Flow = 93 GPM B.E.P. Flow = 63 GPM 1/2 ----~------------~ ----~-----------. -------- Sheet No. S _ 1 GSSI No. 15176A. Structural Engineers Project: Genmark Wall Design CBCorDSA? = Wall ht., h = Wall,t = t eff = Wallwt. = Sos = So1 = Rp = I, Importance Fact = c.= SDS/(R,/1) = Cs,mln. = Cs,mln. = Cs/1.4, max. = F,.=c:wp = Mwall Total Mwall = Vert. Relnf. = Rebar spacing = d = pn = k = j = Mmas = Ms = No. of Horlz Reinf = Horlz. Relnf. = Horiz. Spacing = steel Ratios p_v = p_h = f'm = fy = Es, steel = Em, mas. = n = EJEm = Wall thlckn ... • Vert. Relnf. • HoriZ. relnf. = Footing Thlcknea = Footing Width = Engr: O.Gonzalez Typical Cantilevered Concrete Block Wall (2013CBC) @ Loading Dock CBC Trellis load .. 8.0 ft. 8 in. .. 7.63 in. .. 82 psf .. 0.76 g .. 0.44 g wu .. 2.5 .. 1.0 .. 0.31 .. 0.03 .. if(S1>.6g, Cs=.8*S1/(RII) 0.22 18 psf 572 409 ft-lbs #5 16 inches ole 3.8 inches 0.131 0.397 0.868 (Mwall +Mtrellis) 1649 ft-lbs > 408.6 Mwali, Okay 2046 ft-lbs > 408.6 Mwali, Okay 1 #4 24 inches o/c 0.0024 0.0011 0.0035 1500 psi 60,000 psi 29,000 k/lnA2 1 1125 k/lnA2 25.8 8 in. tiS@ 1 14@ 24 inches > .0007, Okay > .0007, Okay > .002, Okay 16 in. ole 24 in. ole ht. of trellis above wall Trellis size, 12 x17 Roofwt Wt. of trellis framing = Trellis lateral load to top of wall h Wall length Load to top of wall/ft. Vtrellis ht of trellis above wall. Wall moment at base Stucco face? Foundation Design Soil Bearing Cap fc Footing Thickness, FT Footing Width, B OTM, w*h*(h/2+FT)+ trellis OTM * 1.5 Resisting Moment, RM Wall, wt*ht.+trellls Footing, 150*FT*B Total Fence Wt,Waii+Ftg. RM, TFWt*B/2 a=(RM-OTMYTotal Wt 3*a e=B/2-a q,lf3*a < B ql, Soil Pressure ql q2, Soil Pressure q2 NkwnentFooting.~ng MuFooting, ~ng*1.4 Effective depth, Footing Ku, Mu*12/(phl*bdA2) p,pFooting As, min @ waii,AsFooting Rebar size, Footing Relnf As,FootlngSteel Date: 1/14/2016 0 0.01 = 0 psf = 0 lbs = 0 lbs = 0 ft. = 0 lbs = 0 ft. = 0 ft-4bs = No = = 3000 psf = 3000 psi = 24 Inches ~ = = = 2.75 feet '-l 858 ft-lbs 1287 ft-lbs = = 656 lbs. = 825 lbs. = 1481 lbs. = 2036 ft-lbs > OTM * FS, Okay = 0.80 ft Ok, in mid half ofB = 2.4 < B = 0.6 ft. = 1241 psf < q,allow, Okay = 526 psf = 715 psf = 664 ft-lbs = 930 ft-lbs = 20.5 Inches = 2 psi = 2.9E-05 = 0.01 lnA2 per foot required = #4 = 0.15 1nA2 per foot 2.8 feet Vertlcalreinforem~ = ~~~ cantilevered Block Wall-8-0 foot tall ~ ~~ ~ ::::1...1'-r -~GSSI Structural Engineers Project: Genmark Engr: O.Gonzalez Typical Cantilevered Concrete Block Wall Wall Design CBCorDSA? = Wallht,h = Wall,t = t eff = Wallwt. = Sos = So1 = R, = I, Importance Fact = c.= SDS/(Rpll) = Cs,mln. = Cs,min. = Cs/1.4, max. = Fp= c.-wp = Mwall Total Mwall = Vert Relnf. = Rebar spacing = d = pn = k = j = Mmas = Ms = No. of Horiz Relnf = Horiz. Relnf. = Horiz. Spacing = Steel Ratios p_v = p_h = fm = fy = Es, steel = Em, mas. = n = EJEm = Wall thickness = Vert. Relnf. = Horlz. relnf. = Footing Thlcknet = Footlna Width = ( 2013 CBC) @ loading Dock CBC Trellis load .. 9.3 ft. 8 ln. ... 7.63 ln. ... 82 psf ... 0.76 g ... 0.44 g wu ... 2.5 ... 1.0 ... 0.31 ... 0.03 if{S1>.6g, Cs=.8*S1/{RII) 0.22 18 psf 773 552 ft-lbs #5 16 inches ole 3.8 inches 0.131 0.397 0.868 (Mwall +Mtrellis) 1649 ft-lbs > 552.2 Mwall, Okay 2046 ft-lbs > 552.2 Mwall, Okay 1 #4 24 inches ole 0.0024 0.0011 0.0035 1500 psi 60,000 psi 29,000 klln"2 1 , 125 klln"2 25.8 8 in. #5@ 1 #4@ 18 inches 3.3 feet > .0007, Okay > .0007, Okay > .002, Okay 18 in. ole 24 in. ole ht. of trellis above wall Trellis size, 12 x17 Roofwt Wt. of trenis framing = TreiHs lateral load to top of wall h Wall length Load to top of wall/ft. Vtrellis ht of trellis above wall. Wall moment at base Stucco face? Foundation Design Soil Bearing Cap fc Footing Thickness, FT Footing Width, B OTM, w*h*(h/2+FT)+ trellis OTM * 1.5 Resisting Moment, RM Wall, wt*ht.+trellls Footing, 150*FT*B Total Fence Wt,Waii+Ftg. RM, TFWt*B/2 a=(RM-OTMYfotal Wt 3*a e=B/2-a q, lf3*a < B q 1' Soil Pressure q 1 q2, Soil Pressure q2 Moment Footing, Mfooting Mufooting, Mfootlng*1.4 Effective depth, Footing Ku, Mu*12/(phl*bd"2) p,pFooting As, min @ waii,AsFooting Rebar size, Footing Relnf As,FootingSteel Vertical relnforement cantilevered Block Wall -9-4 foot tall = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = Sheet No. S -2 GSSI No. 15176A. Date: 111412016 0 0.01 Opsf 0 lbs Olbs 0 ft. 0 lbs 0 ft. 0 ft-lbs No 3000 psf 3000 psi 16 Inches 3.25 feet 995 ft-lbs 1492 ft-lbs 763 lbs. 650 lbs. 1413 lbs. 2295 ft-lbs > OTM * FS, Okay 0.92 ft Ok, in mid half of B 2.8 < B 0.7 ft. 1023 psf < q,allow, Okay 421 psf 602 psf 821 ft-lbs 1150 ft-lbs 12.5 Inches 6 psi 9.7E-05 0.02 in"2 per foot required #4 0.15 ln"2 per foot .... 92.6 Inches ole SHEET __ S_-_3 __ _ PROJECT _.u.(t?"'-J~Iio<.JJI<t.J_,_M.!.!!CA'XJ4~~-TL...l-l ---------GSSI NO. --'1,__'5"""1_,_t"='=A..:..-..._ Structural Engineers ENGR OOG> DATE I • 'Z-o • ! I',. -------· (LM"t> We. I~P.Sr,. l·v-.. -t'1 t'Sf' tl " 11V( d ,. l"z.." ()J ~ '!.-~? f\..f 111 fl"( ~ "'\ '?>b IF (1') • ~·~~s· ) {PI ~0 N.J! 1~11 E;'' -nv-r 'J-~~~~ ~r-tf IT) (.. (pi f1 o• IN tz.r .... '5 1 1-r'j ~~ 6'j ~ (<' = 1:z.' tltX ''J" -J.' g,'' I)) ~ ) vtqo~ fJG. i' ~ !J,"J -tz.f .. tifJ(ID (t'j -= ~ t.,. + 11r( h.::! II 1 II ~ 'Z 0 'f/F' 1r t.AI te.r ~ C, I ltl <'-<0 I Cll () ~ ~· j~' ;::. 2.' ~-<?tt;~ ~'ft' .. ~ ~If$ -.hlltl.ua Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 11nput data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off Installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Geometry [ln.] & Loading [lb, ln.lb] Kwlk Bolt TZ • SS 304 518 (3 118) h.,,.,. = 3.125 in., hnam = 3.563 in. AISI304 ESR-1917 5/11201315/1/2015 design method ACI318-11/ Mech. 8t. = 0.000 in. (no stand-off); t = 0.500 in. Page: Project: Sub-Project I Pos. No.: Date: S-4 •="s•• Profis Anchor 2.4.9 1/20/2016 1,. x ~ x t = 11 .000 in. x 3.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) no profile cracked concrate, 3000, fc' = 3000 psi; h = 5.500 in. hammer drilled hole, installation condition: dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar ' z: ' ' ' Input---rnu8l be c:hec:ked for .-1 with the e-.g condltlona -lor pleullblllty! PROFIS Anchor ( c) 2003-2008 Hllti AG, FL-114114 Schun Hllti '-• ~ T..clenwlc of Hllti AG, Sc:hun S-5 I:IIS .. I www.hlltl.ua Profls Anchor 2.4.9 Company: Page: 2 Specifier: Project: Address: Sub-Project I Pos. No.: Phone I Fax: E-Mail: 2 Proof I Utilization (Governing Cases) Lo8CIIng Tenikiil Shear Date: Design values [lbJ Lo8CI 6100 6197 Utlllutlon 99- -/- 1/20/2016 Lo8CIIng CCiri1blfi8d tension arid ltiiir I08dS c Utlllutlon P.,v [%] 3Wamlngs • Please consider all details and hlntalwamlnga given In the detailed report! Fastening meets the design criterial 4 Remarks; Your Cooperation Duties OK • Any and all Information and data COI"ItMieclln the Sollwant concern IIOiely the usa of Hill producta and are based on the prlnc:lplea, formulas and eecurlty regulations In ac:cordance with Hlltl'a technical diNc:tlona and ~. mounting and aaaembly lnslruc:tlona, etc., that must be llrlctly complied with by the user. All ftgurea COI"ItMiecl therein are awraga ngur., and llerel'ore usa apeclftc tes1a are to be conduded prior to using the relevant Hlltl produd. The reau1t11 of the calclllatlone carried out by meana of the Sollwant are based euentlally on the data you put ln. Therefore, you bear the aole reaponalblllty for the abiMce of errors, the completeneu and the relevance of the data to be put In by you. Moreover, you bear sole reaponllblllty for haYing the reau1t11 of the calculation checked end cleared by an expert, particularly with regard to compliance with applicable norma and permlls, prior to Ullng them for your apeclftc facility. The Software aervea only aa an aid to Interpret norma and permits without any guarantee aa to the ablence of errors, the correctnesa and the relevance of the results or aultabllty for a apecHic application. • You must take all neceuery and reasonable atepa to pntYWit or Hmlt damage c:euaed by the Software. In particular, you mull arrange for the regular backup of progrema and data end, If applicable, CNrJ out the updat8l of the Software offered by Hill on a regular baala. If you do not usa the AutoUpdate function of the Software, you must..,.... that you are Ullng the current and thus up-to.date veralon of the Software In each caae by carrying out manual updatea via the Hlltl Webllte. Hlltl wll not be liable for conaequencea, IUch aa the recovery of loll or damaged data or programa, arlllng from a culpable breach of duty by you. lnpul ........ _... ....... clleciDidiiDr ..................... _....... .... ~ PROFIS Alwtrtlr( c )JOOS.ZGOI._ NJ, FL ..... .,_, .._ le • ~ T,.,..,_ ~ .. AG, 8c:hun -.hlltl.ua Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 11nput data Anchor type and dlllmeter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement Geometry [ln.] & Loading [lb, ln.lb] Kwlk Bolt TZ • SS 304 518 (3 118) h11.-ct = 3.125 in., h,... = 3.563 in. AISI304 ESR-1917 5/1/20131511/2015 design method ACI318-11/ Mech. 8t. = 0.000 in. (no stand-off); t = 0.500 in. Page: Project: Sub-Project I Pos. No.: Date: S-6 I:IISIIIII Profis Anchor 2.4.9 112012016 1,. x ~ x t = 11 .000 in. x 3.000 in. x 0.500 in.; (Recommended plate thickness: not calculated) no profile cracked concrete, 3000, f0' = 3000 psi; h = 5.500 in. hammer drilled hole, installation condition: dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement none or < No. 4 bar z 0 ~-----:l~-----0-- __ "i-- ' ' Input d8lll end ,_.... I1IU8t be c:hec:bd for ..-t wHh 1he e-.g condlllona end for pieu81)111ty! PROFIS Anchor (c) 20()3.2009 Hllll AG, FL-1484 Set-. Hllllla • reglatlnd T,..,.,..,.. of Hllti AG, Set-. S-7 I:IIS .. I www.hlltl.ua Profls Anchor 2.4.9 Company: Page: 2 Specifier: Project: Addreu: Sub-Project I Pos. No.: Phone I Fax: E-Mail: 2 Proof I Utilization (Governing Cases) Loading Tension Shear Proof Date: Design values [lb] Load 6100 6197 Utlllutlon 99· ·I· 112012016 Loading CCiri1bli18d tension arid shear loads Utlllutlon P..,v [%] 3Wamlngs • Please consider all detaHa and hlntalwamlngs given In the detailed l1lpOftl Fastening meets the design crlterlal 4 Remarks; Your Cooperation Duties OK • Any and al Information and date contained In the Software concern solely the ~.a of Hill produc:ta and are based on the. principles, formulas and security l1lgUiatlona In acc:ordance with Hlltl'a tec:hr1al cllrec:tiona and optnllng, mounting and auembly lnstrucllona, etc., that must be llrldly complied with by the uaar. All tlgurB contained thenlln are average tlglns, and lhlnfonl~.a speclllc: teats are to be conducted prior to using the relevant Hill product. The reau1ta of the ca1c:u1et1ona canted out by means of the Sol'lwanl are based euenllaly on the date you put ln. Therefore, you bear the IOie responalbllty for the ablence of emn, the completeneu and the ralevanc:e of the date to be put In by you. Moreover, you bear IOie responsibility for having the reau1ta of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norma and permits, prior to using them for your specific facility. The Software ..-vas only ea en aid to interpret norma and permits without any guarantee ea to the absence of errors, the c:orractneu and the relevance of the rasultll or suitability for a spec:lftc application. • You must take all necessary and reasonable steps to prevent or Hmlt damage caused by the Softwant. In particular, you must arrange for the regw. backup of programs and data and, If applicable, Clllr'J out the updates of the Software olferad by Hill on a ntgular balls. If you do not ~.a the AutoUpdata function of the Soflwara, you must ensunt that you are using the currant and thus up-to-date version of the Software in each case by carrying out manual updates via the Hlltl Webde. Hill wl not be liable for consequences, such as the recovery of lost or damaged date or programs, arising from a culpable breach of duty by you. c STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE Project -z:Z .. \0 En()~~t Ag~? Cka-s~,tb Permit NumbC () I-_)~ ) Q ~ Note: Submit one Certificate of Acceptance for each system Enforcement Agency Use: Checked by/Date that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT • I certifY under penalty of petjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit( s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible Person's Name: :e-Ql(_ License: 2008 Nonresidential Acceptance Forms August 2009 .-~ STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC.MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Page 2 of3) Project Name/Address: ~~K System Name ~~\A~fag: J System Location or Area Served: . g.,c. , /1 _.fLt cA--n ou Intent: VerifY measured outside aiiflow reading is within± 10% of the total required outside aiiflow value found in the Standards Mechanical Plan MECH-3C, Column H or Column I, er NA 7.5J Construction Inspection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: 0 Variable Air Volume (VA V)-Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated 0 Calibration certificate (attach calibration certification) 0 Field calibration (attach results) ~ Constant Air Volume (CAV)-Check as appropriate: _)("system is designed to provide a fixed minimum OSA when the unit is on NA7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CAV/ a. Verity unit is not in economizer mode during test -check appropriate column v Step 1: CA V and VA V testing at full supply airflow a. Adjust supply to achieve design airflow b. Measured outdoor airflow reading (cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) <i'OO d. Time for outside air damper to stabilize after VAV boxes open (minutes) e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow b. Measured outdoor airflow reading ( cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow achieved (minutes) e. Return to initial conditions (check) B. Testing Calculations & Results Percent OSA at full supply airflow (%0AFA for Step 1) a. %0AFA =Measured outside air reading /Required outside air (SteplbiSteplc) b. 90% ::S %QAFA ::S 110% c. Outside air damper position stabilizes within 15 minutes (Step 1d < 15 minutes) Percent OSA at reduced supply airflow (%0ARA for Step 2) CAV lVI ~N t(DN % VAV VAV YIN YIN % \..., a. %0ARA =Measured outside air reading /Required outside air (Step2b1Step2c) NfPr% % b. 90% ::S %0ARA ::S 110% YIN 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Page 3 of3) Project Name/ Address: ~M.k(Z,K- System Name or~Ai::r\g: I System LocatiOr :c:serve~ Pt...IC lff\OtJ _L c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) I I N_k Note: Shaded boxes do not apply for CA V systems c. PASS I FAIL Evaluation (check one): J( PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one ~~ more negative (N -no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CERTIFICATE OF ACCEPTANCE tance Note: Submit ne Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION • I certifY under penalty ofpeijury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building perrnit(s) issued for the building. CompanyNa Date Signed: t~-2.7-({, RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty ofpeijury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: ~L--I~ ~?,g-l(s-~ Responsible Person's Name: ~ll ~tC- Responsible Person's Signature: 7-:. JL.a!- License: I Date Signed: Position With Company (Title):' ~ 1'-t l oo() \'2,. -21-1--b ~~-t..1P l 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NA7.5.1 Outdoor Air Acce tance Project Name/Address:~ System Name or Identification!fag: ..... '1.,..-- Intent: Verify measured outside aiiflow reading is within ± 10% of the total required outside aiiflow value found in the Standards Mechanical Plan MECH-3C, Column H or Column 1, er NA7.5.1. Construction lnsp_ection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: 0 Variable Air Volume (VAV)-Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated o Calibration certificate (attach calibration certification) _ / 0 Field calibration (attach results) ~ Co~nt Air Volume ( CA V) -Check as appropriate: A(' System is designed to provide a fixed minimum OSA when the unit is on NA7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CAV a. Verity unit is not in economizer mode during test-check appropriate column v Step 1: CAV and V AV testing at full supply airflow a. Adjust supply to achieve design airflow b. Measured outdoor airflow reading (cfm) 2.s-oo c. Required outdoor airflow (cfm) (from MECH-3C, Column 1) 2.S"lS" S d. Time for outside air damper to stabilize after V AV boxes open (minutes) e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow b. Measured outdoor airflow reading (cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow achieved (minutes) e. Return to initial conditions (check) B. Testing Calculations & Results CAV Percent OSA at full supply airflow (%0AFA for Step 1) a. %0AFA = Measured outside air reading /Required outside air (Step 1 biStep 1 c) q~ % b. 90%::S %0AFA::S 110% ~N c. Outside air damper position stabilizes within 15 minutes (Step 1 d < 15 minutes) (j>IN Percent OSA at reduced supply airflow (%0ARA for Step 2) _l a. %0ARA =Measured outside air reading /Required outside air (Step2b1Step2c) ./VfJc'_% b. 90% ::S %0ARA ::S 110% VAV VAV YIN YIN YIN 2008 Nonresidential Acceptance Forms August 2009 % % STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Page 3 of3) ProjectName/Address: ~ System Name or !dentation/Tag: *'-A-t--I System Locati~~~~ ~~ I c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) I I Wt/A-- Note: Shaded boxes do not apply for CA V systems r c. [.)>ASS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N-no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. c 2008 Nonresidential Acceptance Forms August 2009 - STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NA7.5.1 Outdoor Air Acce tance Enforcer~t Agency: X +-v of-( k1ZA-~tUO Permit Numbe(::,B 'J ~ .. \r'-f C> Note: §Ubmit o~e Certificate of Acceptance for each system Enforcement Agency Use: Checked by/Date that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of peijury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Namf:t. Field Technician's Name: ~\(_ RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate( s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: A-ML l;r;.:_7,8' -4JJ_] Responsible Person's Name: dtC_. \-\-.A--l ( Responsible!!~son'~ture: (L-J2r<__ License: I Date Signed: Position With Company (Tit!~: G: 7~( 0()0 rz--7.7 -I.<... §'( 1112(--l-1 p I 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Page 2 of3) ProjectName/Address: r ~ ~ 'll' System Name o~io~3 I SystemL~:~o~OrJ Intent: Verify measured outside aiiflow reading is within± 10% of the total required outside aiiflow value found in the Standards Mechanical Plan MECH-3C, Column H or Column I, er NA7.5.1. Construction Inspection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: 0 Variable Air Volume (VA V) -Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated 0 Calibration certificate (attach calibration certification) 0 Field calibration (attach results) }('"' Co~nt Air Volume (CAV)-Check as appropriate: ":iJ( System is designed to provide a fixed minimum OSA when the unit is on NA7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CAV a. Verity unit is not in economizer mode during test -check appropriate column v Step 1: CAV and V AV testing at full supply airflow . a. Adjust supply to achieve design airflow b. Measured outdoor airflow reading (cfm) 2 stoo c. Required outdoor airflow (cfm) (from MECH-3C, Column I) L'2 'J20 d. Time for outside air damper to stabilize after VAV boxes open (minutes) e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow b. Measured outdoor airflow reading (cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow achieved (minutes) e. Return to initial conditions (check) B. Testing Calculations & Results CAV Percent OSA at full supply airflow (%0AFA for Step 1) a. %0AFA =Measured outside air reading /Required outside air (SteplbiSteplc) lO_Z-% b. 90% ~ %0AFA ~ 110% (j)1 N c. Outside air damper position stabilizes within 15 minutes (Step 1d < 15 minutes) (Y}N Percent OSA at reduced supply airflow (%0ARA for Step 2) .1. a. %0ARA =Measured outside air reading /Required outside air (Step2b1Step2c) fJ{ft'% b. 90% ~ %0ARA ~ 110% VAV VAV YIN YIN YIN 2008 Nonresidential Acceptance Forms August 2009 % % STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Page 3 of3) Project Name/Ad~ System Name or t~o~: I System Locat~r Area Served: o~LA=n t>IJ tl c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) I I jt)lftr Note: Shaded boxes do not apply for CA V systems c. PASS I FAIL Evaluation (check one): ~ ~-'PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N -no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. c 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CERTIFICATE OF ACCEPTANCE NA 7.5.1 Outdoor Air Acce tance Systel:~\~;:~ntificationffag: Enforcement gency: G; CSMt> Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION Permit Number: cgts-'1 !o Enforcement Ajjency Use: Checked by/Date • I certify under penalty of peljury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nomesidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. CompanyN \ Field Technician's Name: ~lC- Date Signed: 1£..-""Z t -l.b RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nomesidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: <Js-t-?&S-CfJrt'3 Mv ~\( 's Signature~~ Date Signed: tt/~1 ... l.b Position With Company (Title)j /" ~TA-eT-~ T ~ 2008 Nonresidential Acceptance Forms August2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE System Location or Area Serve : gGS: Intent: VerifY measured outside airflow reading is within± 10% of the total required outside airflow value found in the Standards Mechanical Plan MECH-3C, Column H or Column I, er NA 7.5. 1. Construction Inspection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: 0 Variable Air Volume (VAV)-Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated o Calibration certificate (attach calibration certification) 0 Field calibration (attach results) Y Constant Air Volume (CAV)-Check as appropriate: "'ff System is designed to provide a fixed minimum OSA when the unit is on NA7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CAV...- a. Verify unit is not in economizer mode during test -check appropriate column v Step 1: CA V and VA V testing at full supply airflow . a. Adjust supply to achieve design airflow b. Measured outdoor airflow reading (cfm) 1 s-oo c. Required outdoor airflow (cfm) (from MECH-3C, Column I) 14, s- d. Time for outside air damper to stabilize after VAV boxes open (minutes) e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow b. Measured outdoor airflow reading ( cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow achieved {minutesl e. Return to initial conditions (check) B. Testing Calculations & Results CAV Percent OSA at full supply airflow (%0AFA for Step 1) a. %0 AF A = Measured outside air reading /Required outside air (Step 1 biStep 1 c) LiltS' % b. 90% ~ %0AFA ~ 110% fC1}1N c. Outside air damper position stabilizes within 15 minutes (Step 1 d < 15 minutes) ~IN Percent OSA at reduced supply airflow (%0ARA for Step 2) • I a. %0ARA =Measured outside air reading /Required outside air (Step2b1Step2c) 1-/fA-"% b. 90% ~ %0ARA ~ 110% VAV VAV YIN YIN YIN 2008 Nonresidential Acceptance Forms August 2009 % % A E F NA ST T 0 CAL FOR I CALIFORNIA ENERGY COMMISSION • OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Pa2e 3 of3) Project Name/ Address: ~M.J.<(l.,K.. System Name or Identificationffag: -~ .~~-J System Location or Area~ ~L\ . flA~M ' I c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) I I Wf.NI-.- Note: Shaded boxes do not apply for CA V systems • c. PASS I FAIL Evaluation (check one): )( PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N -no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. c 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CERTIFICATE OF ACCEPTANCE NA 7.5.1 Outdoor Air Acce tance Note: Submit on Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION MECH-2A (Paoe 1 of3) Penn it Number: (5 / J '-t J () Enforcement gency Use: Checked by/Date • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate( s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. -d .. Position With Company (Title): S"'G -tAf> RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building perrnit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building pennit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: ~s-B'7b$-~ 0 Responsible Person's Name: ~l(._ rU?e_ License: 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A (Pa e 2 of3) System Name or Identification/Tag~ _ s' Intent: Verify measured outside airflow reading is within ± 10% of the total required outside airflow value found in the Standards Mechanical Plan MECH-3C, Column H or Column 1, er NA7.5.1. Construction Inspection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: 0 Variable Air Volume (VAV)-Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated 0 Calibration certificate (attach calibration certification) 0 Field calibration (attach results) X Constant Air Volume (CA V)-Check as appropriate: 'Jlf"" System is designed to provide a fixed minimum OSA when the unit is on NA 7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CAV a. Verify unit is not in economizer mode during test -check appropriate column .....,....... Step 1: CA V and VA V testing at full supply airflow a. Adjust supply to achieve design airflow / b. Measured outdoor airflow reading ( cfm) 1,7ro c. Required outdoor airflow (cfm) (from MECH-3C. Column I) 1/ ~so d. Time for outside air damper to stabilize after VAV boxes open (minutes) e. Return to initial conditions (check) .· Step 2: VA V testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow b. Measured outdoor airflow reading ( cfm) c. Required outdoor airflow (cfm) (from MECH-3C. Column I) d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow achieved (minutes) e. Return to initial conditions (check) B. Testing Calculations & Results CAV Percent OSA at full supply airflow (%0AFA for Step 1) a. %0AFA =Measured outside air reading /Required outside air (SteplbiSteplc) q,h % b. 90% :5 %0AFA :5 110% ~ ~IN c. Outside air damper position stabilizes within 15 minutes (Step ld < 15 minutes) c. ~IN Percent OSA at reduced supply airflow (%0~A for Step 2) a. %0ARA =Measured outside air reading /Required outside air (Step2b1Step2c) iJ(k% b. 90%:5 %0ARA :5 110% VAV VAV YIN YIN YIN 2008 Nonresidential Acceptance Forms August 2009 % % STATE OF CALifORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acce}ltance (Pa2e 3 of3) Project Name/Address: ~~ System Name or Iderr~~~ I System Location or Ari?::V~l,€){ I c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) I I tcl~--- Note: Shaded boxes do not apply for CA V systems c. PASS I FAIL Evaluation (check one): ¥ PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N-no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 - STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CERTIFICATE OF ACCEPTANCE NA 7.5.1 Outdoor Air Acce tance Note: Submit o e Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION MECH-2A (Paoe 1 of3) • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • lam the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • l certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nomesidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • l certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nomesidential Appendix NA7. • I have confirmed that the Installation Certificate( s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible P~L License: l'l l O-t>V -tk 2008 Nonresidential Acceptance Forms August2009 c STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION . CERTIFICATE OF ACCEPTANCE MECH-2A NA 7.5.1 Outdoor Air Acceptance (Page 2 of3) Project Name/Addres~~ System Name or lde~nffag: ..: -\ I System Lo\}Q ~rea Se~ Intent: Verify measured outside ailjlow reading is within ± I 0% of the total required outside airflow value found in the Standards Mechanical Plan MECH-3C, Column H or Column I, er NA7.5.1. Construction Inspection 2 Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow Check one of the following: o Variable Air Volume (VA V) -Check as appropriate: v~ a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated 0 Calibration certificate (attach calibration certification) 0 Field calibration (attach results) 0 Constant Air Volume (CAV)-Check as appropriate: o System is designed to provide a fixed minimum OSA when the unit is on NA7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) a. Verity unit is not in economizer mode during test-check appropriate column Step 1: CA V and VA V testing at full supply airflow a. Adjust supply to achieve design airflow b. Measured outdoor airflow reading ( cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) d. Time for outside air damper to stabilize after VAV boxes open (minutes) e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow CAV • I l fV ~ /' I l \. " ' a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow J b. Measured outdoor airflow reading ( cfm) / c. Required outdoor airflow (cfm) (from MECH-3C, Column I) I d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow I achieved (minutes) I e. Return to initial conditions (check) ' B. Testing Calculations & Results CAX Percent OSA at full supply airflow (%0AFA for Step 1) \ a. %0AFA = Measured outside air reading /Required outside air (Step 1 biStep 1 c) to b. 90% ::S o/oOAFA ::S 110% y IN I c. Outside air damper position stabilizes within 15 minutes (Step ld < 15 minutes) y lr/ Percent OSA at reduced supply airflow (%0ARA for Step 2) { a. %0ARA = Measured outside air reading /Required outside air (Step2b1Step2c) \_% b. 90% ::S %0ARA ::0: 110% ) VAV VAV YIN YIN YIN 2008 Nonresidential Acceptance Forms August 2009 % % STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Pa_ge 3 of 3) Project Name/Address: r ,_e\J ~ System Name or Idb~n/Tag: _, J system Locatf)~:;a see: L;TU~ c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) I I f<JIA- Note: Shaded boxes do not apply for CA V systems c. PASS I FAIL Evaluation (check one): k/ ~~S: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive yes) 'o FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N-no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. ffJlA-~P~ ~ t-o O,.S..ir VPr\~e ~ ~u~ \l)_ r 1\:,_ ~~~~~~ ('__.\..f-th.. ~ "~ ~ e-l:>V\. i l)l\Ac~ ~-r~~ 2008 Nonresidential Acceptance Forms August 2009 ,..._ STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acce EnforceGt(e~y: O~ 0"1ZJ ... ,<) 6Jr/J Permit NumCJ3 l S'{ 1 O ~ Note: Submit ohe Certificate of Acceptance for each system Enforcement Agency Use: Checked by/Date that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician's Name: ~lc_ -t-6 RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible Person's Name: ell-t t4~t Date Signed: n-2 7--!-6 License: 2008 Nonresidential Acceptance Forms August 2009 STATE Of CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Page 2 of3) Project N arne/ Address:{,. J--e:fV~K. System Name or Identif'i'cation!fag: I System Location or a~rrd: ~\A-\ ~ / Intent: I VerifY measured outside airflow reading is within ± 10% of the total required outside airflow value found in the Standards Mechanical Plan (MECH-3C, Column H or Column l)_.fZ_er NA7.5.1. Construction Inspection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: o Variable Air Volume (VAV)-Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated 0 Calibration certificate (attach calibration certification) 0 Field calibration (attach results) K Constant Air Volume (CA V) -Check as appropriate: ~ System is designed to provide a fixed minimum OSA when the unit is on NA 7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CAV a. Verify unit is not in economizer mode during test-check appropriate column v-- Step 1: CAV and V AV testing at full supply airflow a. Adjust supply to achieve design airflow b. Measured outdoor airflow reading (cfm) ?00 c. Required outdoor airflow (cfm) (from MECH-3C, Column I) /00 d. Time for outside air damper to stabilize after VAV boxes open (minutes) e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow b. Measured outdoor airflow reading (cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow achieved (minutes) e. Return to initial conditions (check) B. Testing Calculations & Results CAV Percent OSA at full supply airflow (%0AFA for Step 1) a. %0AFA =Measured outside air reading /Required outside air (SteplbiSteplc) !oO b. 90%:5 %0AFA :5 110% /!)1 N c. Outside air damper position stabilizes within 15 minutes (Step ld < 15 minutes) rf'IN Percent OSA at reduced supply airflow (%0ARA for Step 2) I VAV VAV % YIN YIN a. %0ARA =Measured outside air reading /Required outside air (Step2b1Step2c) /J~ b. 90% :5 %0ARA :5 II 0% YIN 2008 Nonresidential Acceptance Forms August 2009 % % STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA 7.5.1 Outdoor Air Acceptance (Page 3 of3) Project Name/ Address·t1: rerv~~ System Name or Identificationffag: ~-\ I System Locat~l~ / If c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) 'I I k.IIA Note: Shaded boxes do not apply for CA V systems c. PASS I FAIL Evaluation (check one): y PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N-no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. - 2008 Nonresidential Acceptance Forms August 2009 - STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08109) CERTIFICATE OF ACCEPTANCE NA7.5.1 Outdoor Air Acce tance Project Name/ Address: ~ 0 Note: Submit one ertificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION MECH-2A (Pa elof3) Pennit Number: CI315"""~30't Enforcement Agency Use: Checked by!Oate • I certify under penalty of perjury, under the laws of the State ofCalifomia, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this fonn has been completed and is posted or made available with the building permit(s) issued for the building. Compan Name: ()C..{~ RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State ofCalifomia, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Phone: rg-7tt--43 Company Name: ~ture/LJ22__ Date Signed: LL--'"l7-r-' Position With Company (Title):~ STA€1- License: 'i l 00~ 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acce tance (Pa e 2 of 3) Intent: VerifY measured outside airflow reading is within± 10% of the total required outside airflow value found in the Standards Mechanical Plan ECH-3C, Column H or Column I, er NA 7.5. I. Construction Inspection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: 0 Variable Air Volume (V AV)-Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated 0 Calibration certificate (attach calibration certification) 0 Field calibration (attach results) ~onstant Air Volume (CA V) -Check as appropriate: ¥"System is designed to provide a fixed minimum OSA when the unit is on NA7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CAV a. Verify unit is not in economizer mode during test -check appropriate column v Step 1: CA V and VA V testing at full supply airflow a. Adjust supply to achieve design airflow b. Measured outdoor airflow reading (cfm) '3"00 c. Required outdoor airflow (cfm) (from MECH-3C, Column I) ~o.s- d. Time for outside air damper to stabilize after VAV boxes open (minutes) e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design airflow b. Measured outdoor airflow reading ( cfm) c. Required outdoor airflow (cfm) (from MECH-3C, Column I) d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow achieved (minutes) e. Return to initial conditions (check) B. Testing Calculations & Results CAV Percent OSA at full supply airflow (%0AFA for Step 1) a. %0AFA =Measured outside air reading /Required outside air (Step lbiSteplc) OJ..7 b. 90%:::0 %0AFA :::0 110% <PIN c. Outside air damper position stabilizes within 15 minutes (Step 1 d < 15 minutes) (YIN Percent OSA at reduced supply airflow (%0ARA for Step 2) 1 VAV VAV % YIN YIN a. %0ARA =Measured outside air reading /Required outside air (Step2b1Step2c) K./()rlo b. 90% :::0 %0ARA :::0 110% YIN 2008 Nonresidential Acceptance Forms August2009 % % STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA 7.5.1 Outdoor Air Acceptance (Page 3 of3) ProjectName/Address: ~ System Name or Identificationffag: .I System Location or Area Served: ~~~~ ~'\V\ ---z._ .·~";Dtll~ ./ I /.1_ c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) r I IJ[A.- Note: Shaded boxes do not apply for CA V systems y c. PASS I FAIL Evaluation (check one): ~ VpASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive (Y-yes) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N -no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CERTIFICATE OF ACCEPTANCE NA 7.5.1 Outdoor Air Acce tance Svstem Name or Identification/Tag: -AC-\ l) Note: Submit o e Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION MECH-2A (Paoe 1 of 3) • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix N A 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: tt-JL RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building pennit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: t( Responsible Person's Name: tC-- License: Date Signed: 1 [2.--27 -I~ 2008 Nonresidential Acceptance Forms August2009 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Acceptance (Page 2 of3) Project Name/Addres~~ System Name or IdeMti~_\g: J System Location ~~rv~ Intent: VerifY measured outside airflow reading is within ± 10% of the total required outside airflow value found in the Standards Mechanical Plan 'MECH-3C, Column H or Column 1, er NA7.5.1. Construction Inspection Instrumentation to perform test includes, but not limited to: a. Watch b. Calibrated means to measure airflow 2 Check one of the following: 0 Variable Air Volume (VAV)-Check as appropriate: a. Sensor used to control outdoor air flow must have calibration certificate or be field calibrated 0 Calibration certificate (attach calibration certification) 0 Field calibration (attach results) 0 Constant Air Volume (CA V)-Check as appropriate: 0 System is designed to provide a fixed minimum OSA when the unit is on NA7.5.1.1 Outdoor Air Acceptance A. Functional Testing (Check appropriate column) CA:V VAV a. VerifY unit is not in economizer mode during test -check appropriate column lVI Pr- Step 1: CAV and V AV testing at full supply airflow L' a. Adjust supply to achieve design airflow I b. Measured outdoor airflow reading (cfm) ( c. Required outdoor airflow (cfm) (from MECH-3C. Column I) ' d. Time for outside air damper to stabilize after VAV boxes open (minutes) "\ e. Return to initial conditions (check) Step 2: VA V testing at reduced supply airflow I a. Adjust supply airflow to either the sum of the minimum zone airflows or 30% of the total design a~ow b. Measured outdoor airflow reading (cfm) f c. Required outdoor airflow (cfm) (from MECH-3C, Column I) \ d. Time for outside air damper to stabilize after VA V boxes open and minimum air flow "' achieved (minutes) e. Return to initial conditions (check) \ B. Testing Calculations & Results CAj VAV Percent OSA at full supply airflow (o/oOAFA for Step 1) I a. %0AFA =Measured outside air reading /Required outside air (Step l b/Step l c) % b. 90%::; %0AFA::; 110% y IN Y/N c. Outside air damper position stabilizes within 15 minutes (Step 1 d < 15 minutes} Y\N Y/N Percent OSA at reduced supply airflow (%0ARA for Step 2) ) a. %0ARA =Measured outside air reading /Required outside air (Step2b/Step2c) I % b. 90%::; %0ARA::; 110% {.. Y/N 2008 Nonresidential Acceptance Forms August 2009 % % STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-MECH-2A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-2A NA7.5.1 Outdoor Air Accep_tance (Page 3 of3) Project Name/Addre~ ~K:.... System Name or Id~tion!fag: _, I System Locatio~~ ' c. Outside air damper position stabilizes within 15 minutes (Step 2d < 15 minutes) I I N#- Note: Shaded boxes do not apply for CA V systems v c. PASS I FAIL Evaluation (check one): lJlb PASS: All Construction Inspection responses are complete and Testing Calculations & Results responses are positive ~-yes) v ,1 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more negative (N-no) responses in Testing Calculations & Results section. Provide explanation below. Use and attach additional pages if necessary. lA 1'--' '\ ..\- ..._ 1\u.dk~~ sol;+-IS t;~<.l~ I IV' Tl\F D ' ,r '-JJo \) ~ 01Ut::"'L- ' \ - 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT System Location or Permit • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the bmlding. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible Person's Name: eJZtC License: Date Signed: /4l 000 t""2 -z l-' b 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS System LocatiOn . I VerifY the individual components of a constant volume, single-zone, unitary air conditioner and heat pump system function correctly, Intent. including: thermostat installation and programming, supply fan, heating, cooling, and damper operation per NA 7.5. 2 Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. None required 2.~ation Thermostat is located within the space-conditioning zone that is served by the HV AC system. 3. Programming (check all of the following): )r'fhermostat meets the temperature adjustment and dead band requirements of 122(b) ~cupied, unoccupied, and holiday schedules have been programmed per the facility's schedule . .)rf>re-occupancy purge has been programmed to meet the requirements of Standards Section 121 ( c )2. A. Functional Testing Requirements Operating Modes Cooling load during unoccupied condition --Cooling load during occupied condition Manual override No-load during unoccupied condition Heating load during unoccupied condition No-load during occupied condition Heating load during occupied condition Step 1: Check and verify the following for each simulation mode required A B c D E F G a. Supply fan operates continually ~ I~ l}c-r.& b. Supply fan turns off ~ c. Supply fan cycles on and off ~ 1-.a- d. System reverts to "occupied" mode to satisfy any condition ~ ~ e. System turns off when manual override time period expires ik ..... f. Gas-fired furnace, heat pump, or electric heater stages on )? .... tis~ g. Neither heating or cooling is provided by the unit I~ l)r - h. No heating is provided by the unit ~ ~ i)ir -' ~ ..-r:l ~ i. No cooling is provided by the unit ~ lr 1---.. L' r-"Q ro j. Compressor stages on .-. ..),. -~ ,0 k. Outside air damper is open to minimum position >? )r( .... "' ~ 1-N' ~ I. Outside air damper closes completely ~ - m. System returned to initial operating conditions after all tests have been completed: C:i:'! N B. Testing Results A B c D E F G Indicate if Passed (P), Failed (F), or N/A (X), fill in appropriate letter y IV ~~ p t' p IY 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS ·- 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS System Location c. PASS I FAIL Evaluation (check one): bY Vp ASS: All Construction Inspection responses are complete and all applicable Testing Results responses are "Pass" (P) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" (F) responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-MECH-3A (Revised 08/09) CERTIFICATE OF ACCEPTANCE Enforcement Agency: c Note: Submit one ertificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: -/.b RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to .the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsi~on's Name: ~ft((_ License: 7Lfl ooo -lb 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS I . I VerifY the individual components of a constant volume, single-zone. unitary air conditioner and heat pump system function correctly, ntent. including: thermostat installation and programming, supply fan, heating, cooling, and damper operation per NA 7.5.2 Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. None required 2. Installation _)(Thermostat is located within the space-conditioning zone that is served by the HV AC system. 3. Programming (check all of the following): ~Thermostat meets the temperature adjustment and dead band requirements of 122(b) ~ooupied, unocoupiod, .nd holiday .,hodul" hovo b= j>rog'runmod P"' tho fruoility'' .,ho<lulo. e-occupancy purge has been programmed to meet the requirements of Standards Section 121 ( c )2. A. Functional Testing Requirements Operating Modes Cooling load during unoccupied condition Cooling load during occupied condition ''-"· Manual override No-load during unoccupied condition Heating load during unoccupied condition No-load during occupied condition Heating load during occupied condition Step 1: Check and verify the following for each simulation mode required A B c D E F G a. Supply fan operates continually ~ r~ l_k ~~ b. Supply fan turns off ~ c. Supply fan cycles on and off h" :~ d. System reverts to "occupied" mode to satisfy any condition I~ 1- e. System turns off when manual override time period expires .rl\ f- f. Gas-fired furnace, heat pump, or electric heater stages on I& ~f- g. Neither heating or cooling is provided by the unit ~ I~ - h. No heating is provided by the unit ~ :~ --~ f'I5J i. No cooling is provided by the unit ,k >r r~ ,....rr j. Compressor stages on ..... ~ ~ k. Outside air damper is open to minimum position -a ~ m llrS;[ ~ 1. Outside air damper closes completely ')r I-' m. System returned to initial operating conditions after all tests have been completed: Cz:>N B. Testing Results A B c D E F G Indicate if Passed (P), Failed (F), or N/ A (X), fill in appropriate letter I~ p p p p p f 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS System Name or 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS c. YASS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and all applicable Testing Results responses are "Pass" (P) 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" (F) responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 ,- STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS Note: Submit one ertificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT Permit Number: C-l3 Is-'{ 50 Enforcement Agency Use: Checked by/Date • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty ofpeljury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible Person's Name: Responsi C-- Date Signed: 1'?-'2(--I(:, License: 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS Intent: VerifY the individual components of a constant volume, single-zone, unitary air conditioner and heat pump system function correctly, including: thermostat installation and programming, supply fan, heating, cooling, and damper operation per NA 7.5.2 Construction Inspection 1. Instrumentation to perform test includes, but not limited to: a. None required 2. I stallation ~ ~rmostat is located within the space-conditioning zone that is served by the HV AC system. 3. ogramming (check all of the following): ~ermostat meets the temperature adjustment and dead band requirements of 122(b) [j Occupied, unoccupied, and holiday schedules have been programmed per the facility's schedule. q Pre-occupancy purge has been programmed to meet the requirements of Standards Section 12l(c)2. A. Functional Testing Requirements Operating Modes Cooling load during unoccupied condition Cooling load during occupied condition Manual override No-load during unoccupied condition Heating load during unoccupied condition No-load during occupied condition Heating load during occupied condition Step 1: Check and verify the following for each simulation mode required ~ B f D ~ .. F G a. Supply fan operates continually ~ ,....0 I' y "'Ll b. Supply fan turns off i/ 0 c. Supply fan cycles on and off ~ 0 0 ' d. System reverts to "occupied" mode to satisfy any condition ) 0 e. System turns off when manual override time period expires I rJ f. Gas-fired furnace, heat pump, or electric heater stages on r/ 0 1(. g. Neither heating or cooling is provided by the unit I 0 0 ~ h. No heating is provided by the unit \ 0 0 0 0 i. No cooling is provided by the unit o' 0 0 0 I j. Compressor stages on 0 0 k. Outside air damper is open to minimum position rl 0 0 0 I. Outside air damper closes completely 0 m. System returned to initial operating conditions after all tests have been completed: YIN c B. Testing Results A B c D E F G Indicate if Passed (P), Failed (F), or N/A (X), fill in appropriate letter IIJt r ~ ...._ 2008 Nonresidential Acceptance Forms August 2009 -·------------------- STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS System Name or 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA CONSTANT VOLUME SINGLE ZONE UNITARY AIR CONDITIONER AND HEAT PUMP SYSTEMS System Name or c. PASS I FAIL Evaluation (check one): ni PASS: All Construction Inspection responses are complete and all applicable Testing Results responses are "Pass" (P) 'or if FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" (F) responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. \MI'J"\-\-I.e; <\\Ac.l-\-~s M'if--\ c;.a L~~ \~C\...-'~ ?~~ _-, ~~ (A tve•·S fY r_t.A.vtt: :-h 'M-e..~ ' ' 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CEC-MECH-5A (Revised 08/09) CERTIFICATE OF ACCEPTANCE System Name or ldentificationffag: R.\V\- of- Note: Submit one ertificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION • I certify under penalty of peljury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company RESPONSIBLE PERSON'S DECLARATION STATEMENT • l certify under penalty ofpeljury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: ~L-- Responsible License: 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CEC-MECH-5A (Revised 08/09) System Name or Intent: l Verify that airside economizers function properly Construction Inspection l Instrumentation to perform test includes, but not limited to: a. Hand-held temperature probes Calibration Date: S1..J,r (must be within last year) b. Multi-meter capable of measuring ohms and milliamps 2 Test method (check one of the following): 0 Economizer comes from HV AC system manufacturer installed by and has been factory calibrated and tested. Attach documentation and complete certification statement. No Functional Testing required. )!{' Economizer field installed and field tested or factory installed and field tested. 3 Installation (check all of the following first level boxes) Y'" Economizer lockout setpoint complies with Table 144-C per Standards Section 144(e)3. .J(' Economizer lockout control sensor is located to prevent false readings . K System is designed to provide up to 100% outside air without over-pressurizing the building. x For systems with DDC controls lockout sensor(s) are either factory calibrated or field calibrated. 0 For systems with non-DDC controls, manufacturer's startup and testing procedures have been applied A. Functional Testing Step 1: Disable demand control ventilation systems (if applicable) Step 2: Enable the economizer and simulate a cooling demand large enough to drive the economizer fully open (check and verify the following) ..)(" Economizer damper modulates 100% open )sf Return air damper modulates 100% closed. ~For systems that meet the criteria of 144(e)l, verify that the economizer remains 100% open when the cooling demand can no longer be met by the economizer alone . .ll{"" All applicable fans and dampers operate as intended to maintain building pressure. X The unit heating is disabled Step 3: Simulate a cooling load and disable the economizer (check and verify the following) X Economizer damper closes to its minimum position. Y All applicable fans and dampers operate as intended to maintain building pressure. V The unit heating is disabled Step 4: Simulate a heating demand and enable the economizer (check and verify the following) ~ Economizer damper closes to its minimum position. Step 5: System returned to initial operating conditions ~IN B. Testing Results PASS I FAIL Step 1: Simulate cooling load and enable the economizer (all check boxes are complete) X. I Step 2: Simulate cooling load and disable the economizer (all check boxes are complete) X I 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE Step 3: Simulate heating demand and enable the economizer (all check boxes are complete) c 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CEC-MECH-5A (Revised 08/09) System Name or System Location c . J.'ASS I FAIL Evaluation (check one): .)("PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE Permit Numb~ t' s-\{ 3 O Enforcement Agency Use: Checked by/Date FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Phone: trr-'l's--43£3 Responsie-eTcName~\l License: 7"\tc:>oo 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CEC-MECH-SA (Revised 08109) CALIFORNIA ENERGY COMMISSION c CERTIFICATE OF ACCEPTANCE NA7.5.4 Air Economizer Controls Acce tance Project Name/Address: System Location or Area Se ~PPtWG- Intent: I Verify that airside economizers function properly Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Hand-held temperature probes Calibration Date: S""".dk (must be within last year) b. Multi-meter capable of measuring ohms and milliamps 2 Test method (check one of the following): D Economizer comes from HV AC system manufacturer installed by and has been factory calibrated and tested. Attach ~ documentation and complete certification statement. No Functional Testing required. Economizer field installed and field tested or factory installed and field tested. 3 Installation (check all of the following first level boxes) .1§ Economizer lockout setpoint complies with Table 144-C per Standards Section 144(e)3. ~ Economizer lockout control sensor is located to prevent false readings. ~ System is designed to provide up to 100% outside air without over-pressurizing the building. Y For systems with DDC controls lockout sensor(s) are either factory calibrated or field calibrated. D For systems with non-DDC controls, manufacturer's startup and testing procedures have been applied A. Functional Testing Step 1: Disable demand control ventilation systems (if applicable) Step 2: Enable the economizer and simulate a cooling demand large enough to drive the economizer fully open (check and verify the following) Y" Economizer damper modulates 100% open .,/("' Return air damper modulates 100% closed. )(" For systems that meet the criteria of 144(e)l, verify that the economizer remains 100% open when the cooling demand can no longer be met by the economizer alone. ).(' All applicable fans and dampers operate as intended to maintain building pressure. }!('" The unit heating is disabled Step 3: Simulate a cooling load and disable the economizer (check and verify the following) )i(' Economizer damper closes to its minimum position. )(' ..... All applicable fans and dampers operate as intended to maintain building pressure. ~ The unit heating is disabled Step 4: Simulate a heating demand and enable the economizer (check and verify the following) ~conomizer damper closes to its minimum position. Step 5: System returned to initial operating conditions G;)N B. Testin2 Results ~SS I FAIL Step 1: Simulate cooling load and enable the economizer (all check boxes are complete) ';:: I Step 2: Simulate cooling load and disable the economizer (all check boxes are complete) ....... I 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE System Name or Step 3: Simulate heating demand and enable the economizer (all check boxes are complete) ,- 2008 Nonresidential Acceptance Forms August 2009 ----~---------------~----------~- c STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CALIFORNIA ENERGY COMMISSION • CEC-MECH-5A (Revised 08109) l:ERTII<'ICATE OF ACCEPTANCE MEr'H-~A NA7.5.4 Air u. •i7 .... Ctuau u::. A "'"'"'"'f"JlC"e (Pa2e 4 of 4) Project Name/Address: ~~ System Name or~· r~az__ I SystemL~c;~~~~;;;_edLP~~~ . -_/_ ../ c. PASS I FAll.,._ -•-uun (check _(!lie): ,Yl'ASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" D FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE Note: Submit one Certificate of cceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT Permit Number(: 6 I t;'{ 3 () 9 Enforcement Agency V$e: Cliecked by !Date • I certifY under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. CompanyNam~~ ~\Cirl.. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty of perjury, under the Jaws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. I have confinned that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible Person's Name: ~c Responsi~aturfl_f(__, License: /4\00L> Position With Company (Title): t7TAfl -vt 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE c System Name or Intent: Veri.JY that the supply fan in a variable air volume application modulates to meet system airflow demand. Construction Inspection l Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge 2 Installation ¥ Discharge static pressure sensors are either factory calibrated or field-calibrated. 0 The static pressure location, setpoint, and reset control meets the requirements of Standards section 144( c )2C 3 Documentation of all discharge static pressure sensors including (check one of the following): Field-calibrated y Calibration complete, all pressure sensors within 10% of calibrated reference sensor A. Functional Testing Results Step 1: Drive all VAV boxes to achieve design airflow I a. Supply fan controls modulate to increase capacity MIA- b. Supply fan maintains discharge static pressure within +1-1 0% of the current operating set point. j{lN c. Supply fan controls stabilize within a 5 minute period. tv IN Step 2: Drive all VA V boxes to minimum flow \ a. Supply fan controls modulate to decrease capacity. Yl)'l" b. Current operating setpoint has decreased (for systems with DDC to the zone level). YjN c. Supply fan maintains discharge static pressure within +1-1 0% of the current operating setpoint. /Y_IN d. Supply fan controls stabilize within a 5 minute period. ~N Step 3: System returned to initial operatine conditions YIN ) B. Testing Results PASS I !'AIL ( Step 1: Drive all VA V boxes to achieve design airflow A IJfA-- Step 2: Drive all VA V boxes to minimum flow .... • c. PASS I FAIL Evaluation (check one): .q Ill VPASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" ,~,, FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. I ' '~ eLM\ D Me-M"" HA-s Zel2o VA-V ._) . 2008 Nonresidential Acceptance Forms August 2009 c c,.-.. '-" STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE Intent: Verify that the supply fan in a variable air volume application modulates to meet system airflow demand. Construction Inspection Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge 2 Installation 0 Discharge static pressure sensors are either factory calibrated or field-calibrated. 0 The static pressure location, setpoint, and reset control meets the requirements of Standards section 144( c )2C 3 Documentation of all discharge static pressure sensors including (check one of the following): Field-calibrated o Calibration complete, all pressure sensors within I 0% of calibrated reference sensor A. Functional Testing Results Step 1: Drive all VAV boxes to achieve design airflow ' A a. Supply fan controls modulate to increase capacity b. Supply fan maintains discharge static pressure within +1-10% of the current operating set point. LYIN c. Supply fan controls stabilize within a 5 minute period. ""YIN Step 2: Drive all VA V boxes to minimum flow a. Supply fan controls modulate to decrease capacity. Yf\N b. Current operating setpoint has decreased (for systems with DDC to the zone level). YJ/N c. Supply fan maintains discharge static pressure within +1-1 0% of the current operating setpoint. YIN d. Supply fan controls stabilize within a 5 minute period. {YIN Step 3: System returned to initial operatin2 conditions YIN '\. B. Testing Results PASS I FAIL\ Step 1: Drive all VA V boxes to achieve design airflow I Step 2: Drive all VA V boxes to minimum flow C. PASS I FAIL Evaluation (check one): eRA PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" ~Jf' FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. I V' I v 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE c Intent: VerifY that the supply fan in a variable air volume application modulates to meet system airflow demand. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge ~lA-2 Installation D Discharge static pressure sensors are either factory calibrated or field-calibrated. D The static pressure location, setpoint, and reset control meets the requirements of Standards section 144( c )2C 3 Documentation of all discharge static pressure sensors including (check one of the following): Field-calibrated D Calibration complete, all pressure sensors within 10% of calibrated reference sensor A. Functional Testing Results Step 1: Drive all VA V boxes to achieve design airflow lA a. Supply fan controls modulate to increase capacity N 1111 b. Supply fan maintains discharge static pressure within +1-10% of the current operating set point. y1N c. Supply fan controls stabilize within a 5 minute period. {YIN Step 2: Drive all VA V boxes to minimum flow \. a. Supply fan controls modulate to decrease capacity. Y11\ b. Current operating setpoint has decreased (for systems with DDC to the zone level). YIN\ c. Supply fan maintains discharge static pressure within +1-l 0% ofthe current operating setpoint. YIN) d. Supply fan controls stabilize within a 5 minute period. y 1_?/ Step 3: System returned to initial operatin2 conditions YIN { B. Testing Results PASS I FAIL\ Step 1: Drive all VA V boxes to achieve design airflow ' Step 2: Drive all VA V boxes to minimum flow J c. PASS I FAIL Evaluation (check one): I ltc\\1 ~SS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" IM' 'FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. ~-" ~ I ~ f\M\ PfV\EJ\7\ u~ ktYr fflh)~ ~ 1 .. _~ 1 tcs I' \Ill v 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE Intent: Verify that the supply fan in a variable air volume application modulates to meet system airflow demand. Construction Inspection l Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge ~(A-2 Installation 0 Discharge static pressure sensors are either factory calibrated or field-calibrated. 0 The static pressure location, setpoint, and reset control meets the requirements of Standards section 144( c )2C 3 Documentation of all discharge static pressure sensors including (check one ofthe following): Field-calibrated 0 Calibration complete, all pressure sensors within 10% of calibrated reference sensor A. Functional Testing Results Step 1: Drive all VAV boxes to achieve design airflow i riA a. Supply fan controls modulate to increase capacity '~N b. Supply fan maintains discharge static pressure within +1-1 0% of the current operating set point. /l_IN c. Supply fan controls stabilize within a 5 minute period. \YIN Step 2: Drive all VA V boxes to minimum flow ' a. Supply fan controls modulate to decrease capacity. y!Ji_ b. Current operating setpoint has decreased (for systems with DDC to the zone level). :{IN c. Supply fan maintains discharge static pressure within +1-1 0% of the current operating setpoint. i\jN d. Supply fan controls stabilize within a 5 minute period. Yl~ Step 3: System returned to initial operatin~ conditions YIN ~ B. Testing Results PASS I FA~ Step 1: Drive all VA V boxes to achieve design airflow ""' Step 2: Drive all VA V boxes to minimum flow { c. PASS I FAIL Evaluation (check one): ot ~SS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" ft{" "FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. ~ --1\ • rl I A I lt; {:;'~Vl\(J~V\ ~1_ _f!()(" _ff~ VlfV 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE c System Name or Intent: Verify that the supply fan in a variable air volume application modulates to meet system airflow demand. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge M~ 2 Installation 0 Discharge static pressure sensors are either factory calibrated or field-calibrated. 0 The static pressure location, setpoint, and reset control meets the requirements of Standards section 144(c)2C 3 Documentation of all discharge static pressure sensors including (check one of the following): Field-calibrated 0 Calibration complete, all pressure sensors within 10% of calibrated reference sensor A. Functional Testing Resuys Step 1: Drive all VAV boxes to achieve design airflow UJA-:--- a. Supply fan controls modulate to increase capacity X!N b. Supply fan maintains discharge static pressure within +1-10% of the current operating set point. {YIN c. Supply fan controls stabilize within a 5 minute period. \YIN Step 2: Drive all VA V boxes to minimum flow "' a. Supply fan controls modulate to decrease capacity. Yl ~ b. Current operating setpoint has decreased (for systems with DDC to the zone level). Yl fN c. Supply fan maintains discharge static pressure within +1-10% of the current operating setpoint. YjN d. Supply fan controls stabilize within a 5 minute period. 'fiN Step 3: System returned to initial operatin~ conditions YIN \. B. Testing Results PASS I FAIL"\. Step 1: Drive all VA V boxes to achieve design airflow } Step 2: Drive all VA V boxes to minimum flow / c. PASS I FAIL Evaluation (check one): I ~~~~~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" -l'tr FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide exQ_lanation below. Use and attach additional pages if necessary. .. I f?l)tA r OM.e,vr ~ A-Or 11~ , I~ t' s V/J v 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE CEC-MECH-7A (Revised 08/09) CERTIFICATE OF ACCEPTANCE NA7.5.6 Su I Fan VFD Acce tance Project NWe/~dress: ~tv~ Note: Submit one ertificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION Enforcement Agency Use: Checked by/Date • I certify under penalty of peljury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty ofpeljury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building perrnit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: SV' ... 7 61' -'139.3 f ( y l oo tJ Date Signed: ~ --l7--16 License: 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY FAN VFD ACCEPTANCE c Intent: Verify that the supply fan in a variable air volume application modulates to meet system airflow demand. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge ;J{A-2 Installation 0 Discharge static pressure sensors are either factory calibrated or field-calibrated. 0 The static pressure location, setpoint, and reset control meets the requirements of Standards section 144( c )2C 3 Documentation of all discharge static pressure sensors including (check one of the following): Field-calibrated 0 Calibration complete, all pressure sensors within I 0% of calibrated reference sensor A. Functional Testing Results Step 1: Drive all VA V boxes to achieve design airflow .1 I /JA a. Supply fan controls modulate to increase capacity l'dl~ c b. Supply fan maintains discharge static pressure within +1-1 0% of the current operating set point. ;/J_N c. Supply fan controls stabilize within a 5 minute period. (YIN Step 2: Drive all VA V boxes to minimum flow ~ a. Supply fan controls modulate to decrease capacity. "xiN b. Current operating setpoint has decreased (for systems with DDC to the zone level). y \N c. Supply fan maintains discharge static pressure within +1-10% of the current operating setpoint. y IN d. Supply fan controls stabilize within a 5 minute period. '/IN Stt!]!_ 3: ~stem returned to initial o_perating_ conditions YIN ( B. Testing Results PASS I FAf\ Step 1: Drive all VA V boxes to achieve design airflow \ Step 2: Drive all VA V boxes to minimum flow \ c. PASS I FAIL Evaluation (check one): 1 hql PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" ( 11~' ");AIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. "' r L I_L_ 1( { e:Q,l.Al" ('1epr-~ vrfl IHV~ (j A-V_/ 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA VALVE LEAKAGE TEST Enforcemc:;~;= en= We-t;~ Permit Nume:e { )'/:SO't Note: Submit one Certificate of Acceptance for each system Enforcement Agency Use: Checked by/Date that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty ofpeljury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Compan~ Field Technician's Name: c::?fl \ c___ -lh RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty ofpeljury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Phone: ~!8"" -76~ -tf$_'1J License: 7 tOO() -16 2008 Nonresidential Acceptance Forms August 2009 ~-"--" - STATE OF CALIFORNIA VALVE LEAKAGE TEST CEC-MECH-8A (Revised 08/09) CERTIFICATE OF ACCEPTANCE System Name or Identifica~:-\ Intent: Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge b. Pump curve submittals showing the shut-off head 2 Installation ¥Valve and piping arrangements were installed per the design drawings A. Functional Testing Step 1: Determine pump dead head pressure CALIFORNIA ENERGY COMMISSION Pump Tag (ld) Results a. Close pump discharge isolation valve (3!)1 N ~~~~A.e:a:su~r:e~a~n~d:r:ec~o:rd~th:e~d~iAffi:cr:e:n;;ti~al~p:u:m~p~p:r:e:ss:u:re~----------------------------TlF~t~.VV~.cr-.:-t:~-;M~t1~ ••. ~~J~-j IOj7~ b. c. r----R_e_c_o_rd_th __ e_sh_u_~_o_ff_h_e_ad_fr_o_m __ th_e_s_u_bm __ itta __ l ______________________________ _L_Ft_._vv_._c_. __ ~-r.~2>~r-~t~f{)b~ The measurement across the pump in step 1 b is within 5% of the pump submittal in step 1 c _ <!l:2 N d. e. Open pump discharge isolation valve ((;1)1 N Step 2: Automatically close all valves on the systems being tested. If 3-way valves are present, close off the bypass line(s). a. The 2 way valves automatically close b. ~easure and record the differential pump pressure in feet of water column Ft. VV.C. = // ::.._ .2.. I Q~f! r-----------------------------~--~~----------------------------------~--------~~~~~--~ c. The measurement across the pump in step 2b is within 5% of the measurement in step 1 b ~N Step 3: System returned to initial ()Jlerating_ conditions ~N B. Testing Results PASS I FAIL Step 1: Pressure measurement is within 5% of submittal data for all pumps 0 Step 2: Pressure measurements are within 5% 0 C. PASS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional_l)ages if necessary. ''--.AI'\.. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA VALVE LEAKAGE TEST System Name or System Location 2008 Nonresidential Acceptance Forms August 2009 - STATE OF CALIFORNIA VALVE LEAKAGE TEST Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT Enforcement Agency Use: Checked by/Date • I certify under penalty ofpetjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Namef\ ~so~ Field Technician'~e: ~\l\.(__. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Phone: ~ --7(8'-4343 Company Name: License: lOOt> 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA VALVE LEAKAGE TEST Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge b. Pump curve submittals showing the shut-off head 2 Installation ~Valve and piping arrangements were installed per the design drawings A. Functional Testing Pump Tag (ld) Results Step 1: Determine pump dead head pressure a. Close pump discharge isolation valve 6f'IN b. Measure and record the differential pump pressure Ft. W.C. = 57~ s- c. Record the shut-off head from the submittal Ft. W.C. = 55,s- d. The measurement across the pump in step lb is within 5% of the pump submittal in step lc ~IN e. Open pump discharge isolation valve <nN Step 2: Automatically close all valves on the systems being tested. If 3-way valves are present, close off the bypass line(s). a. The 2 way valves automatically close C5tiN b. Measure and record the differential pump pressure in feet of water column Ft. W.C. = 5'1 c. The measurement across the pump in step 2b is within 5% of the measurement in step lb (\QN Step 3: System returned to initial operatin~ conditions a IN B. Testing Results PASS I FAIL Step 1: Pressure measurement is within 5% of submittal data for all pumps y 0 Step 2: Pressure measurements are within 5% ~ 0 c. PASS I FAIL Evaluation (check one): )(' PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA VALVE LEAKAGE TEST CEC-MECH-BA (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-8A NA7.5.7 Valve Leaka e Test Project Name/Address~~ System Name or Identific~~a\ System Location or Area Served: ('I\ ,,.._,~ -l' - 2008 Nonresidential Acceptance Forms August 2009 ~ ~ -----·--~---·-------------------- STATE OF CALIFORNIA VALVE LEAKAGE TEST Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge b. Pump curve submittals showing the shut-off head 2 Installation 0 Valve and piping arrangements were installed per the design drawings A. Functional Testing Pump Tag (ld) Step 1: Determine pump dead head pressure a. Close pump discharge isolation valve b. Measure and record the differential pump pressure c. Record the shut-off head from the submittal d. The measurement across the pump in step lb is within 5% of the pump submittal in step lc e. Open pump discharge isolation valve Results _(![;JN Ft. W.C. = Ft. W.C. = ~IN Step 2: Automatically close all valves on the systems being tested. If 3-way valves are present, close off the bypass line(s). a. The 2 way valves automatically close ~IN b. Measure and record the differential pump pressure in feet of water column Ft. W.C. = c. The measurement across the pump in step 2b is within 5% of the measurement in step 1 b ~N Step 3: System returned to initial operatin2 conditions B. Testing Results PASS I FAIL Step 1: Pressure measurement is within 5% of submittal data for all pumps 0 Step 2: Pressure measurements are within 5% 0 C. )'ASS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. - 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA VALVE LEAKAGE TEST CALIFORNIA ENERGY COMMISSION • CEC-MECH-BA (Revised 08/09) CERTIFICATE OF ACCEPTANCE MECH-8A NA7.5.7 Valve Leakage Test (Pa_ge 3 of 3J Project Name/ Addre~ i?f.,./~ System Name or Ident~ti~~ I System Locat~~~l tJG> 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NA7.5.8 Su I Water Tern ProjectNa~ ISb System Name or Identificationffag: Permit Number: CA3 \ ~\(3&1 Note: Submit one Certificate of Acceptance for each system Enforcement Agency Use: Checked by/Date that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of petjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. CompanyName: ~ Responsible Person's Name: ate-Responsible License: 7Lf'looo Date Signed: t~-l.l- 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CEG-MECH-9A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-9A NA7.5.8 Supply Water Temperature Reset Controls Acceptance (Page 2 of3) Project Name/Address:~ System Name or t!:X:at\onffag: I Syst~oc~:~~A~d: V ~1\ Intent: Ensure that both the chilled water and hot water supply temperatures are automatically reset based on either buildin loads or outdoor air tern erature, as indicated in the control se uences. Construction Inspection 1 Instrumentation to perform test includes, but is not limited to: a. Calibrated reference temperature sensor or drywell bath 2 Installation Y Supply water temperature sensors have been either factory or field calibrated. 3 Documentation ofhydronic system supply temperature sensors including (check one of the following): Field-calibrated ¥' Calibration complete, hydronic system supply temperature sensors within 1% of calibrated reference sensor or drywell bath A Functional Testing Results Step 1: Test Maximum Reset Value a. Change reset control variable to its maximum value E:tz»N b. Verify that chilled or hot water temperature setpoint is reset to appropriate value ,GIN c. Verify that actual system temperature changes to within 2% of the new setpoint OliN Step 2: Test Minimum Reset Value a. Change reset control variable to its minimum value ~N b. Verify that chilled or hot water temperature setpoint is reset to appropriate value ~N c. Verify that actual system temperature changes to within 2% of the new setpoint O!>IN Step 3: Test Maximum Reset Value a. Restore reset control variable to automatic control <2JN b. Verify that chilled or hot water temperature setpoint is reset to appropriate value d:>IN c. Verify that actual supply temperature changes to meet setpoint r~IN d. Verify that actual supply temperature changes to within 2% of the new setpoint ~N B Testing Results PASS I FAIL System passes criteria in lc, 2c and 3d )»:/ 0 c PASS I FAIL Evaluation (check one): IYPASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NA7.5.8 Su I Water Tem erature Reset Controls Acce tance Project Name/Addre~~ System Name or Identification!Tag: Ct.\-- 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CEC-MECH-9A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-9A NA 7.5.8 Supply Water Temperature Reset Controls Acceptance (Pa2e 1 of3) Project Name/Address: System Nam(?;r Identificatvntra~ - \ c=t .---z_. I System LocaM~~e~~~ tJif Enforcement Agency: e.-~_h ~~?~ PermitNuc:~ \ )4 ':)Oq Note: Submit one Certificate of Acceptance for each system Enforcement Agency Use: Checked by/Date that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nomesidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nomesidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: {tiM-\_.,. jJ~=,.--76 8' -<£ JCU Responsieq~ot Nam\~ \ ( Responsibr:son~gnai~ License: I Dfi~~i-lb Position With Company (T~): c "'1 '-\ { l)f)o ~~-~pI 'X 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CALIFORNIA ENERGY COMMISSION tance Intent: Ensure that both the chilled water and hot water supply temperatures are automatically reset based on either buildin loads or outdoor air tern erature, as indicated in the control se uences. Construction Inspection I Instrumentation to perform test includes, but is not limited to: a. Calibrated reference temperature sensor or drywell bath 2 Installation Y Supply water temperature sensors have been either factory or field calibrated. 3 Documentation ofhydronic system supply temperature sensors including (check one of the following): Field-calibrated y Calibration complete, hydronic system supply temperature sensors within 1% of calibrated reference sensor or drywell bath A Functional Testing Results Step 1: Test Maximum Reset Value a. Change reset control variable to its maximum value IOJIN b. Verify that chilled or hot water temperature setpoint is reset to appropriate value (~IN c. Verify that actual system temperature changes to within 2% of the new setpoint \..:01N Step 2: Test Minimum Reset Value a. Change reset control variable to its minimum value b. Verify that chilled or hot water temperature setpoint is reset to appropriate value c. Verify that actual system temperature changes to within 2% of the new setpoint Step 3: Test Maximum Reset Value a. Restore reset control variable to automatic control .CJ>IN b. Verify that chilled or hot water temperature setpoint is reset to appropriate value G>iN c. Verify that actual supply temperature changes to meet setpoint ~N d. Verify that actual supply temperature changes to within 2% of the new setpoint ~N B Testing Results PASS I FAIL System passes criteria in 1 c, 2c and 3d D C PASS I FAIL Evaluation (check one): ¥"PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" D FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary 2008 Nonresidential Acceptance Forms August 2009 -------- STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CALIFORNIA ENERGY COMMISSION NA7.5.8 Su I Water Tem erature Reset Controls Acce tance Project Name/~ System Name or Ide tification!fag: -\ 2008 Nonresidential Acceptance Fonns August 2009 c STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CALIFORNIA ENERGY COMMISSION erature Reset Controls Acce tance Intent: Ensure that both the chilled water and hot water supply temperatures are automatically reset based on either buildin loads or outdoor air tern erature, as indicated in the control se uences. Construction Inspection I Instrumentation to perfonn test includes, but is not limited to: a. Calibrated reference temperature sensor or drywell bath 2 Installation }('"" Supply water temperature sensors have been either factory or field calibrated. 3 Documentation ofhydronic system supply temperature sensors including (check one ofthe following): Field-calibrated ).{"" Calibration complete, hydronic system supply temperature sensors within I% of calibrated reference sensor or df)'W_ell bath A Functional Testing Results Step 1: Test Maximum Reset Value -a. Change reset control variable to its maximum value Y}N b. Verify that chilled or hot water temperature setpoint is reset to appropriate value ~VN c. Verify that actual system temperature changes to within 2% of the new setpoint ~ Y)N Step 2: Test Minimum Reset Value a. Change reset control variable to its minimum value -f}'N b. Verify that chilled or hot water temperature setpoint is reset to appropriate value ~:l IN c. Verify that actual system temperature changes to within 2% of the new setpoint II Y~N Step 3: Test Maximum Reset Value a. Restore reset control variable to automatic control tx)'N b. Verify that chilled or hot water temperature setpoint is reset to appropriate value ~f_i}N c. Verify that actual supply temperature changes to meet setpoint )IN d. Verify that actual supply temperature changes to within 2% of the new setpoint 1<.. )IN B Testing Results PASS I FAIL System passes criteria in I c, 2c and 3d v 0 c PASS I FAIL Evaluation (check one): ~ ]('"PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA SUPPLY WATER TEMPERATURE RESET CONTROLS ACCEPTANCE CALIFORNIA ENERGY COMMISSION erature Reset Controls Acce tance 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE Note: Submit on Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT • I certifY under penalty of petjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate( s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Field Technician's N~ ~ Date Signed: 1.--?. I _l(p RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty ofpetjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building perrnit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: 1\-M-(._.; Responsib Pers~s Si~ Position With Company (Title): '5~-vt 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE Intent: Ensure that when loads within the buildingjluctuate, control valves modulate the amount of water passing through each coil and add or remove the desired amount of energy from the air stream to satisfy the load. Construction Inspection l Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge 2 Installation ~Pressure sensors are either factory calibrated or field-calibrated. )!(""Pressure sensor location, setpoint, and reset control meets the requirements of Standards section l44(j)6B 3 Documentation of all control pressure sensors including (check one of the following): a. Factory-calibrated (proof required) 0 Factory-calibration certificate b. Field-calibrated ~Calibration complete, all pressure sensors within l 0% of calibrated reference sensor A. Functional Testing Results Step 1: Design flow test a. Open control valves to achieve a minimum of 90% of design flow ~N b. Verify that the pump speed increases ~N c. Are the pumps operating at I 00% speed? G)N d. Record the system pressure as measured at the control sensor Ft. W.C.= {()1 ~ e. Record the system pressure setpoint Ft. W.C. = J/ r 0 f. Is the pressure reading ld within 5% of pressure setpoint le? ([D'N g. Did the system operation stabilize within 5 minutes after completion of step la? (S>!N Step 2: Low flow test a. Close coil control valves to achieve a maximum of 50% of design flow -~_N b. Verify that the current operating speed decreases (for systems with DDC to the zone level) c. Verify that the current operating speed has not increased (for all other systems that are not DDC) Cf)>N d. Record the system pressure as measured at the control sensor Ft. W.C.= e. Record the system pressure setpoint Ft. W.C. = (11-..0 f. Is the setpoint in 2e is less than the setpoint in l d? g. Is the pressure reading 2d within 5% of pressure setpoint 2e? _{X)N h. Did the system operation stabilize within 5 minutes after completion of step 2a? Step 3: System returned to initial operating conditions ~IN 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE CEC.MECH-10A (Revised 08/09) CALIFORNIA ENERGY COMMISSI tance B. Testing Results PASS I FAIL Step 1: Select pass if either 1 c or 1 fare true -~ 0 Step 2: Select pass if 2b, 2e, 2f and 2g are true 0 )1..- C. PASS I FAIL Evaluation (check one): 0 PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" AIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE Note: Submit one Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY • I certifY under penalty of peljury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: ~C.... Field Technician's Name: ~c_ ign:._ture: ( Lft- -\4. RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty ofpeljury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confmned that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible Person's Name: ·;?1Lt L License: ed: 1-16 2008 Nonresidential Acceptance Forms August 2009 c c STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE CALIFORNIA ENERGY Project Name/Address~~ System Name or Intent: Ensure that when loads within the building fluctuate, control valves modulate the amount of water passing through each coil and add or remove the desired amount of energy from the air stream to satisfY the load. Construction Inspection 1 Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge 2 Installation ~Pressure sensors are either factory calibrated or field-calibrated . .;ij{'" Pressure sensor location, setpoint, and reset control meets the requirements of Standards section l44G)6B 3 Documentation of all control pressure sensors including (check one of the following): a. Factory-calibrated (proof required) 0 Factory-calibration certificate b. Field-calibrated ~alibration complete, all pressure sensors within 10% of calibrated reference sensor A. Functional Testing Results Step 1: Design flow test a. Open control valves to achieve a minimum of 90% of design flow ~N b. Verify that the pump speed increases (!]J!N c. Are the pumps operating at I 00% speed? C:i>!N d. Record the system pressure as measured at the control sensor Ft. W.C. = I, y; e. Record the system pressure setpoint Ft. W.C. = 9.: .. c f. Is the pressure reading I d within 5% of pressure setpoint 1 e? @N g. Did the system operation stabilize within 5 minutes after completion of step 1 a? ~N Step 2: Low Oow test a. Close coil control valves to achieve a maximum of 50% of design flow ~IN b. Verify that the current operating speed decreases (for systems with DDC to the zone level) ((!/)JN c. Verify that the current operating speed has not increased (for all other systems that are not DDC) CiJ>JN d. Record the system pressure as measured at the control sensor Ft. W.C. = Lf-,6 e. Record the system pressure setpoint Ft. W.C. = '-t-en f. Is the setpoint in 2e is less than the setpoint in 1 d? ~ g. Is the pressure reading 2d within 5% of pressure setpoint 2e? I~ h. Did the system operation stabilize within 5 minutes after completion of step 2a? ruHN Step 3: System returned to initial operating conditions 'C.¥?N 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE CALIFORNIA ENERGY B. Testing Results PASS I FAIL Step 1: Select pass if either 1 c or 1 fare true ~ 0 Step 2: Select pass if 2b, 2e, 2f and 2g are true ¥ 0 c. PASS I FAIL Evaluation (check one): ~ ~'PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. c 2008 Nonresidential Acceptance Forms August 2009 c ·- STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE CALIFORNIA ENERGY System Name or Intent: Ensure that when loads within the building fluctuate, control valves modulate the amount of water passing through each coil and add or remove the desired amount of energy from the air stream to satisfY the load. Construction Inspection I Instrumentation to perform test includes, but not limited to: a. Calibrated differential pressure gauge 2 Installation ~ Pressure sensors are either factory calibrated or field-calibrated. ~Pressure sensor location, setpoint, and reset control meets the requirements of Standards section 144(j)6B 3 Documentation of all control pressure sensors including (check one of the following): a. Factory-calibrated (proof required) 0 Factory-calibration certificate b. Field-calibrated ~alibration complete, all pressure sensors within I 0% of calibrated reference sensor A. Functional Testing Results Step 1: Design flow test a. Open control valves to achieve a minimum of 90% of design flow OifiN b. Verity that the pump speed increases ~IN c. Are the pumps operating at 1 00% speed? -qiN d. Record the system pressure as measured at the control sensor Ft. w.c. = ~0 e. Record the system pressure setpoint Ft. W.C. = ~ ...... o f. Is the pressure reading ld within 5% of pressure setpoint le? ~IN g. Did the system operation stabilize within 5 minutes after completion of step I a? ~ Step 2: Low flow test a. Close coil control valves to achieve a maximum of 50% of design flow \l¥>1N b. VerifY that the current operating speed decreases (for systems with DDC to the zone level) ~ c. Verity that the current operating speed has not increased (for all other systems that are not DDC) ~N d. Record the system pressure as measured at the control sensor Ft. W.C. = 'ft/!t e. Record the system pressure setpoint Ft. W.C. = 41'~ f. Is the setpoint in 2e is less than the setpoint in ld? ~N g. Is the pressure reading 2d within 5% of pressure setpoint 2e? ~N h. Did the system operation stabilize within 5 minutes after completion of step 2a? Llf'IN Step 3: System returned to initial operating conditions :~N 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA HYDRONIC SYSTEM VARIABLE FLOW CONTROL ACCEPTANCE c System Name or System Location B. Testing Results PASS I FAIL Step 1: Select pass if either 1 c or 1 fare true J(" D Step 2: Select pass if2b, 2e, 2fand 2g are true ~ D c. PASS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11A (Revised 08/09) CERTIFICATE OF ACCEPTANCE NA7.5.10 Automatic Demand Shed Control Acce Project Name~ Note: Submit one rtificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION • I certifY under penalty ofpetjury, under the Jaws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have conf1rmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty ofpetjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Phone: 1)71 --?'r -LfY:l3 Responsible Pe License~ ~ (. Ooo 2008 Nonresidential Acceptance Forms August 2009 - STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE System Name or System Location or (!)~ Intent: Ensure that the central demand shed sequences have been properly programmed into the DDC system Construction Inspection Instrumentation to perform test includes, but not limited to: a. None 2 Installation V The EMCS front end interface enables activation of the central demand shed controls A Functional Testing Step 1: Engage the demand shed controls a. Engage the central demand shed control signal ffiN b. Verify that the current operating temperature setpoint in a sample of non-critical spaces increases by the proper 81N amount. c. Verify that the current operating temperature setpoint in a sample of critical spaces does not change. ~IN Step 2: Disengage the demand shed controls a. Disengage the central demand shed control signal ~IN b. Verify that the current operating temperature setpoint in the sample of non-critical spaces returns to their original (pN value. c. Verify that the current operating temperature setpoint in the sample of critical spaces does not change. CJj)IN Step 3: System returned to initial operating conditions ~N B Testing Results PASS I FAIL Test passes if all answers are yes in Step 1 and Step 2 ~ 0 c !ASS I FAIL Evaluation (check one): l.k' PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NA7.5.10 Automatic Demand Shed Control Acce tance Project Name/Address~ System Name or Idl~t\fi~a!ion!Tag: ~\-\ 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE Intent: Ensure that the central demand shed sequences have been properly programmed into the DDC system Construction Inspection Instrumentation to perform test includes, but not limited to: a. None 2 Installation Y The EMCS front end interface enables activation of the central demand shed controls A Functional Testing Step 1: Engage the demand shed controls a. Engage the central demand shed control signal b. Verify that the current operating temperature setpoint in a sample of non-critical spaces increases by the proper amount. c. Verify that the current operating temperature setpoint in a sample of critical spaces does not change. Step 2: Disengage the demand shed controls a. Disengage the central demand shed control signal b. Verify that the current operating temperature setpoint in the sample of non-critical spaces returns to their original value. c. Verify that the current operating temperature setpoint in the sample of critical spaces does not change. Step 3: System returned to initial operating conditions 61N ~IN ..... {PIN (Q?'N GIN G)!N {!)N B Testing Results PASS I FAIL Test passes if all answers are yes in Step 1 and Step 2 ~X(' 0 c PASS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" D FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE c CEC-MECH-11A (Revised 08/09) CERTIFICATE OF ACCEPTANCE CALIFORNIA ENERGY COMMISSION tance 2008 Nonresidential Acceptance Forms August 2009 ·--· STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE Intent: Ensure that the central demand shed sequences have been properly programmed into the DDC system Construction Inspection Instrumentation to perform test includes, but not limited to: a. None 2 Installation ¥"The EMCS front end interface enables activation of the central demand shed controls A Functional Testing Step 1: Engage the demand shed controls a. Engage the central demand shed control signal ()IN b. Verify that the current operating temperature setpoint in a sample of non-critical spaces increases by the proper ~N amount. c. Verify that the current operating temperature setpoint in a sample of critical spaces does not change. WN Step 2: Disengage the demand shed controls ..... a. Disengage the central demand shed control signal WN b. Verify that the current operating temperature setpoint in the sample of non-critical spaces returns to their original G)N value. c. Verify that the current operating temperature setpoint in the sample of critical spaces does not change. G:>IN Step 3: System returned to initial operating conditions (X}N B Testing Results PASS I FAIL Test passes if all answers are yes in Step 1 and Step 2 ¥ 0 c ~SS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11 A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NA7.5.10 Automatic Demand Shed Control Acce tance 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NA7.5.10 Automatic Demand Shed Control Acce tance Project Name/A Intent: Ensure that the central demand shed sequences have been properly programmed into the DDC system Construction Inspection Instrumentation to perform test includes, but not limited to: a. None 2 Installation ~e EMCS front end interface enables activation of the central demand shed controls A Functional Testing Step 1: Engage the demand shed controls a. Engage the central demand shed control signal -l.:i)IN b. Verify that the current operating temperature setpoint in a sample of non-critical spaces increases by the proper GJN amount. .;;o... c. Verify that the current operating temperature setpoint in a sample of critical spaces does not change. II( Y)N Step 2: Disengage the demand shed controls ~ a. Disengage the central demand shed control signal ll Y)N b. Verify that the current operating temperature setpoint in the sample of non-critical spaces returns to their original GN value. ::;o;.... c. Verify that the current operating temperature setpoint in the sample of critical spaces does not change. 1.xJN Step 3: System returned to initial operating conditions l( Y1N B Testing Results PASS I FAIL Test passes if all answers are yes in Step 1 and Step 2 ~ D c JASS I FAIL Evaluation (check one): ~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" D FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE tance System Name or Iden~a_;_ 2008 Nonresidential Acceptance Forms August 2009 - STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11 A (Revised 08/09) CALIFORNIA ENERGY COMMISSION tance Intent: Ensure that the central demand shed sequences have been properly programmed into the DDC system Construction Inspection Instrumentation to perform test includes, but not limited to: a. None 2 In~tion A.:( The EMCS front end interface enables activation of the central demand shed controls A Functional Testing Step 1: Engage the demand shed controls a. Engage the central demand shed control signal (DN b. Verify that the current operating temperature setpoint in a sample of non-critical spaces increases by the proper G)N amount. ..... c. Verify that the current operating temperature setpoint in a sample of critical spaces does not change. (VN Step 2: Disengage the demand shed controls -a. Disengage the central demand shed control signal ~N b. Verify that the current operating temperature setpoint in the sample of non-critical spaces returns to their original @>N value. c. Verify that the current operating temperature setpoint in the sample of critical spaces does not change. (X}N Step 3: System returned to initial operating conditions (Y)N B Testing Results PASS I FAIL Test passes if all answers are yes in Step 1 and Step 2 y D c !ASS I FAIL Evaluation (check one): )I_ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" D FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE 2008 Nonresidential Acceptance Forms August2009 c STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11A (Revised 08/09) CERTIFICATE OF ACCEPTANCE NA7.5.10 Automatic Demand Shed Control Acce ProjectNa~ Enforce Note: Submit o e Certificate of Acceptance for each system that must demonstrate compliance. FIELD TECHNICIAN'S DECLARATION STATEMENT CALIFORNIA ENERGY COMMISSION MECH-llA Pa e 1 of3) Permit Number: G~\ )q'3 Enforcement Agency Use: Checked by/Date • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. CompanyN~ Field Technician's Name: tC- Date Signed: '2--'Zc -\~ RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: Responsible Person's Name: .?)(U,c_- Licens~ '1 ( O Ob Date Signed: ll--7-7-(b 2008 Nonresidential Acceptance Forms August 2009 - STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE System Name or Intent: Ensure that the central demand shed sequences have been properly programmed into the DDC system Construction Inspection Instrumentation to perform test includes, but not limited to: a. None 2 Installation 0 The EMCS front end interface enables activation of the central demand shed controls A Functional Testing Step 1: Engage the demand shed controls a. b. Engage the central demand shed control signal Verity that the current operating temperature setpoint in a sample of non-critical spaces increases by the proper amount. c. VerifY that the current operating temperature setpoint in a sample of critical spaces does not change. Step 2: Disengage the demand shed controls a. Disengage the central demand shed control signal b. c. VerifY that the current operating temperature setpoint in the sample of non-critical spaces returns to their original value. VerifY that the current operating temperature setpoint in the sample of critical spaces does not change. Step 3: System returned to initial operating conditions J ~IN Yl\1 fiN [YIN \ B Testing Results PASS IF~ Test passes if all answers are yes in Step 1 and Step 2 0 L c PASS I FAIL Evaluation (check one): oA PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" f\/ ~L: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results 0 section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE CEC-MECH-11 A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE tance System Name or Identification!fag~ \\-U - 2008 Nonresidential Acceptance Forms August 2009 c STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS (FDD) FOR PACKAGED DIRECT EXPANSION UNITS CALIFORNIA ENERGY Permit FIELD TECHNICIAN'S DECLARATION STATEMENT • I certifY under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certifY that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Nam~ Field Technician's Name: e:xu <:....-\4-A-L. \.._ RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certifY under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed contractor, architect, or engineer, who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certifY that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA 7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building perrnit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Name: .ft-tvt-c___ Responsible Pe~L Responsible ~n'~gnature: License: -16 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS (FDD) FOR PACKAGED DIRECT EXPANSION UNITS CEC-MECH-12A (Revised 08/09) CALIFORNIA ENERGY CERTIFICATE OF ACCEPTANCE NA7.5.11 Fault Detection and Dia ansion Units Project Name/ Address· System Name or Identificationffag: tc"\v\ -~ Intent: Construction Inspection Instrumentation to perform test includes, but not limited to: a List of instrumentation may be needed or included. 2 Installation Verify that FDD hardware is installed on equipment by the manufacturer and that equipment make and model include ~actory-installed FDD hardware that matches the information indicated on copies of the manufacturer's cut sheets and on /JD the plans and specifications. A Eligibility Criteria I Results a. A fault detection and diagnostics (FDD) system for direct-expansion packaged units shall contain the following features to be eligible for credit in the performance calculation method: b. The unit shall include a factory-installed economizer and shall limit the economizer deadband to no more than ~IN 2°F c. The unit shall include direct-drive actuators on outside air and return air dampers (X)!N d. The unit shall include an integrated economizer with either differential dry-bulb or differential enthalpy control (5')N e. The unit shall include a low temperature lockout on the compressor to prevent coil freeze-up or comfort problems {(57tN f. Outside air and return air dampers shall have maximum leakage rates conforming to ASHRAE 90.1-2004 UJtN g. The unit shall have an adjustable expansion control device such as a thermostatic expansion valve (TXV) GtN h. To improve the ability to troubleshoot charge and compressor operation, a high-pressure refrigerant port will be d:J>N located on the liquid line. A low-pressure refrigerant port will be located on the suction line i. The following sensors should be permanently installed to monitor system operation and the controller ~N should have the capability of displaying the value of each parameter: D Refrigerant suction pressure D Supply air relative humidity X Return air temp. X: Supply air relative humidity. D Refrigerant suction temp. y-outside air relative ¥"supply air temp. · humidity D Liquid line pressure D Return air relative humidity ~Outside air temp. .......,.... j. The controller will provide system sta~ indicating the following conditions: '(:tJJN Y Compressor enabled . Economizer enabled ~ cooling available y-Heating enabled YMixed air low limit cycle active k. The unit controller shall have the capability to manually initiate each operating mode so that the operation of ~ compressors, economizers, fans, and heating system can be independently tested and verified. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS (FDD) FOR PACKAGED DIRECT EXPANSION UNITS 1 • CEC-MECH-12A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE MECH-12A NA7.5.11 Fault Detection and Diag_nostics (FDD) for Packaged Direct-Expansion Units (Page 3 of3) Project Name/Ad~ System Name or ldentification!fag: Q:\\1\-l I system Locatiox;Jr~:;, I B Functional Testing l Results Step 1: Low Airflow Test a. Test low airflow condition by replacing the existing filter with a dirty filter or appropriate obstruction b. Verify that the fault detection and diagnostics system reports the fault ~ c. Verify that the system is able to verify the correct refrigerant charge ~ d. Verify that you are able to calibrate the following: YIN ~Outside Air Temp. Sensor ~turn Air Temp. Sensors ~upply Air. Temp Sensors c Testing Results PASS I FAIL Test passes if all answers are yes under Eligibility Criteria and Functional Testing. ~ l 0 ~ PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. ~ s '1 s,'\0"1 e7I.X.A~ ()_ '-".ltn.+-LOvJ " _D(~S~ 5::~ /£)-(o'-"'12 f:> \es'\ C-) \ "-/ 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS (FDD) FOR PACKAGED DIRECT EXPANSION UNITS CEC-MECH-12A (Revised 08/09) CALIFORNIA ENERGY CERTIFICATE OF ACCEPTANCE ansion Units System Name or \t-!({j\~~ Intent: The purpose of this test is to verify proper fault detection and reporting for automated fault detection and dia nostics svstems or acka ed units. Construction Inspection Instrumentation to perform test includes, but not limited to: a List of instrumentation may be needed or included. 2 Installation V ·fy that FDD hardware is installed on equipment by the manufacturer and that equipment make and model include ory-installed FDD hardware that matches the information indicated on copies of the manufacturer's cut sheets and on the plans and specifications. A Eligibility Criteria I Results a. A fault detection and diagnostics (FDD) system for direct-expansion packaged units shall contain the following features to be eligible for credit in the performance calculation method: b. The unit shall include a factory-installed economizer and shall limit the economizer deadband to no more than G5N 2°F c. The unit shall include direct-drive actuators on outside air and return air dampers G)N d. The unit shall include an integrated economizer with either differential dry-bulb or differential enthalpy control CXYN e. The unit shall include a low temperature lockout on the compressor to prevent coil freeze-up or comfort problems r(!/)!N f. Outside air and return air dampers shall have maximum leakage rates conforming to ASHRAE 90.1-2004 GJN g. The unit shall have an adjustable expansion control device such as a thermostatic expansion valve (TXV) <!0'N h. To improve the ability to troubleshoot charge and compressor operation, a high-pressure refrigerant port will be Q)N located on the liquid line. A low-pressure refrigerant port will be located on the suction line I. The following sensors should be permanently installed to monitor system operation and the controller (i)N should have the capability of displaying the value of each parameter: 0 Refrigerant suction pressure 0 Supply air relative humidity ~eturn air temp. b Supply air relative X. Outside air relative ~upply air temp. humidity. 0 Refrigerant suction temp. humidity y-Outside air temp. 0 Liquid line pressure 0 Return air relative humidity j. The controller will provide system st~ indicating the following con!itions: . (.i)N *mpre"'"' onablod Economi"" ooablod ~' rooi;ng •viDI•blo Heating enabled ~Mixed air low limit cycle active k. The unit controller shall have the capability to manually initiate each operating mode so that the operation of &N compressors, economizers, fans, and heating system can be independently tested and verified. 2008 Nonresidential Acceptance Forms August 2009 STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS (FDD) FOR PACKAGED DIRECT EXPANSION UNITS c CEC-MECH-12A (Revised 08/09) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE ansion Units B Functional Testing I Results Step 1: Low Airflow Test a. Test low airflow condition by replacing the existing filter with a dirty filter or appropriate obstruction b. Verify that the fault detection and diagnostics system reports the fault d>'N c. Verify that the system is able to verify the correct refrigerant charge ~IN d. ~ that you are able to calibrate the following: (j)N utside Air Temp. Sensor ~tum Air Temp. Sensors 0upply Air. Temp Sensors c Testing Results PASS I FAIL Test passes if all answers are yes under Eligibility Criteria and Functional Testing. ~I 0 / '15( PASS: All Construction Inspection responses are complete and all Testing Results responses are "Pass" 0 FAIL: Any Construction Inspection responses are incomplete OR there is one or more "Fail" responses in Testing Results section. Provide explanation below. Use and attach additional pages if necessary. 2008 Nonresidential Acceptance Forms August 2009 f)~-\ CERTIFICATE OF ACCEPTANCE NA7 .5.15 Supply Air Temperature Reset Controls Acceptance Note: Submit one ertificate of Acceptance for each system that must demonstrate compliance. Documentation Author's Declaration Statement Permit Number: Ci) \ $"""l{. SO Enforcement Agency Use: Checked by/Date • I certify that this Certificate of Acceptance documentation is accurate and complete. Name: ""8\2-\C-. \\A-\ Signature: C -· - Company: A-M.c__ Date: Address: If Applicable 0 CEA or 0 CEPE (Certification#): Phone: FIELD TECHNICIAN'S DECLARATION STATEMENT NRCA-MCH-16-A (Page 1 of 3) • I certify under penalty of perjury, under the laws of the State of California, the information provided on this form is true and correct. • I am the person who performed the acceptance requirements verification reported on this Certificate of Acceptance (Field Technician). • I certify that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. Company Name: Field Technician's Name: ~(__ Date Signed: RESPONSIBLE PERSON'S DECLARATION STATEMENT • I certify under penalty of perjury, under the laws of the State of California, that I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this form. • I am a licensed professional who is eligible under Division 3 of the Business and Professions Code, in the applicable classification, to take responsibility for the scope of work specified on this document and attest to the declarations in this statement (responsible person). • I certify that the information provided on this form substantiates that the construction/installation identified on this form complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. • I have confirmed that the Installation Certificate(s) for the construction/installation identified on this form has been completed and is posted or made available with the building permit(s) issued for the building. • I will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Company Na Responsible ~ecn's ~M l License#: 7 y l ()00 Date Signed: 11 -"2-7 - \ b CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7.5.15 Supply Air Temperature Reset Controls Acceptance (Page 2 of 3) !Intent: Verify that the supply air temperature modulates to meet system temperature setpoint(s}. Construction Inspection T\-Yr-~-\ 1. Supporting documentation needed to perform test may include, but is not limited to: a. As-built and/or Design Documents, including Mechanical Equipment Schedules and control schedules. b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.15 Supply Air Temperature Reset Controls Acceptance At-A-Glance). c. 2013 Building Energy Efficiency Standards Nonresidential Appendix (Section NA7). 2. Instrumentation to perform test includes, but is not limited to: -~ht, a. Hand-held temperature sensor Date of calibration: (must be within one year) 3. Installation: Check the appropriate box: 0 The supply air temperature reset controls are installed per the requirements of the 2013 Building Energy Efficiency Standards section 140.4(f): Multi-zone systems shall include controls that automatically reset supply-air temperatures: (1) In response to representative building loads or to outdoor air temperature; and (2) By at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. XAn exception is taken to this requirement (one of the following must be true; acceptance test is not needed): Zones served by space-conditioning systems in which at least 75 percent of the energy for reheating, or providing warm air in mixing systems, is provided from a site-recovered or site-solar energy source . ..wQere supply-air temperature reset would increase overall building energy use. 6;;;• :hich-;pecific humidity levels are required to satisfy exempt process loads. Computer rooms or spaces h only IT equipment are not exempt process loads. Zones with a peak supply air quantity of 300 cfm or less. The system has controls to prevent reheat, recool, and simultaneous cooling and heating. 4. Document that all system air temperature sensors are factory or field calibrated or perform field check (check a or b): \ a. I Fac~ory calibrated, or Field-calibrated by TAB technician, commissioning agent, or other. ~ ~ ~( Calibration complete, all sensors within 2% of calibrated reference sensor (provide supporting documentation, e.g. a copy ofTAB calibration results). b I' have performed a field check using a calibrated temperature standard (i.e. device that has been calibrated within the · last 12 months). 0 Check complete, all air temperature sensors within 2% of calibrated reference sensor (provide supporting documentation, including results from system air sensors and calibrated reference standard). 5. Document current supply air temperature: OF Notes: A-- ~ T\ 'J CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7 .5.15 Supply Air Temperature Reset Controls Acceptance (Page 3 of3) A. Functional Testing Check to make sure that chilled I hot water coils, if used, are not already fully open and calling for maximum cooling I heating. If this is the case, reverse Steps 1 and 2 and/or change the set point range as necessary to conduct this test. Reset control parameter is (circle one): Outside air temperature, Zone or return air temperature, Nfl:r Zones calling for heating or cooling, or Other . Step 1: During occupied mode, adjust the reset control parameter to decrease the supply air temperature (to the lotr supply temperature limit). a. Supply air temperature controls modulate as intended. ~ b. Actual supply air temperature decreases to meet the new set point within+/-2"F. Y/N c. Supply air temperature stabilizes within 15 minutes. vJ/ Supply air temperature set point: OF Actual supply air temperature: oF ( Step 2: During occupied mode, adjust the reset control parameter to increase the supply air temperature (to the up~ supply temperature limit). a. Supply air temperature controls modulate as intended. y /N 1 b. Actual supply air temperature increases to meet the new set point within +/-2"F. y /Nj c. Supply air temperature stabilizes within 15 minutes. vI~ Supply air temperature set point: oF Actual supply air temperature: oF • Step 3: Restore reset control parameter to automatic control • \ a. Supply air temperature controls modulate as intended. Y/N ) b. Actual supply air temperature changes to meet the new set point within +/-2oF. Y/pY c. Supply air temperature stabilizes within 15 minutes. v(N Supply air temperature set point: oF Actual supply air temperature: OF \ I B Evaluation : ' \J k1 PASS: All Construction Inspection responses are complete and Functional Testing Results are all circled YES. Notes: 0 CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7 .5.15 Supply Air Temperature Reset Controls Acceptance (Page 2 of 3) !Intent: I Verify that the supply air temperature modulates to meet system temperature setpoint(s}. A Construction Inspection ~-~ 1. Supporting documentation needed to perform test may include, but is not limited to: a. As-built and/or Design Documents, including Mechanical Equipment Schedules and control schedules. b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.15 Supply Air Temperature Reset Controls Acceptance At-A-Glance}. c. 2013 Building Energy Efficiency Standards Nonresidential Appendix (Section NA7). 2. Instrumentation to perform test includes, but is not limited to: a. Hand-held temperature sensor Date of calibration: (must be within one year) 3. Installation: Check the appropriate box: 0 The supply air temperature reset controls are installed per the requirements of the 2013 Building Energy Efficiency Standards section 140.4(f): Multi-zone systems shall include controls that automatically reset supply-air temperatures: (1) In response to representative building loads or to outdoor air temperature; and (2) By at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. ........... X:, exception Is taken to this requirement (one of the following must be true; acceptance test is not needed)' Zones served by space-conditioning systems in which at least 75 percent of the energy for reheating, or providing warm air in mixing systems, is provided from a site-recovered or site-solar energy source. Where sunnJ, _::.ir , .. , .......... ·~"~ nvPrall building energy use. ( Zo~es in w~ich specific humidity levels are required to satisfy exempt process loads. Computer rooms or s7' with only IT equipment are not exempt process loads. Zones with a peak supply air quantity of 300 cfm or less. The system has controls to prevent reheat, recool, and simultaneous cooling and heating. 4. Document that all system air temperature sensors are factory or field calibrated or perform field check (check a or b): \ a. I Factory calibrated, or Field-calibrated by TAB technician, commissioning agent, or other. ~ ~ Calibration complete, all sensors within 2% of calibrated reference sensor (provide supporting documentation, e.g. a copy ofTAB calibration results). b II have performed a field check using a calibrated temperature standard (i.e. device that has been calibrated within the · last 12 months). 0 Check complete, all air temperature sensors within 2% of calibrated reference sensor (provide supporting documentation, including results from system air sensors and calibrated reference standard). 5. Document current supply air temperature: "F Notes: --.. I f'v/ t'-' T"\ • " CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7.5.15 Supply Air Temperature Reset Controls Acceptance (Page 3 of 3) A. Functional Testing Check to make sure that chilled I hot water coils, if used, are not already fully open and calling for maximum cooling I heating. If this is the case, reverse Steps 1 and 2 and/or change the set point range as necessary to conduct this test. I Reset control parameter is (circle one): Outside air temperature, Zone or return air temperature, JJA-Zones calling for heating or cooling, or Other Step 1: During occupied mode, adjust the reset control parameter to decrease the supply air temperature (to the 17' supply temperature limit). a. Supply air temperature controls modulate as intended. I yIN b. Actual supply air temperature decreases to meet the new set point within+/-2"F. \Y/N c. Supply air temperature stabilizes within 15 minutes. ~ Supply air temperature set point: oF Actual supply air temperature: oF l Step 2: During occupied mode, adjust the reset control parameter to increase the supply air temperature (to the uppe:(_ supply temperature limit). a. Supply air temperature controls modulate as intended. /fN b. Actual supply air temperature increases to meet the new set point within+/-2"F. Y/N c. Supply air temperature stabilizes within 15 minutes. ~N Supply air temperature set point: ___ OF Actual supply air temperature: oF \ Step 3: Restore reset control parameter to automatic control. I a. Supply air temperature controls modulate as intended. Y/j b. Actual supply air temperature changes to meet the new set point within+/-2"F. v/fN c. Supply air temperature stabilizes within 15 minutes. \IN Supply air temperature set point: ___ o F Actual supply air temperature: OF ""' I B~\ Evaluation : ~ PASS: All Construction Inspection responses are complete and Functional Testing Results are all circled YES. Notes: CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7 .5.15 Supply Air Temperature Reset Controls Acceptance (Page 2 of 3) lantent: I Verify that the supply air temperature modulates to meet system temperature setpoint(s}. Construction Inspection .1\~--3 1. Supporting documentation needed to perform test may include, but is not limited to: a. As-built and/or Design Documents, including Mechanical Equipment Schedules and control schedules. b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.15 Supply Air Temperature Reset Controls Acceptance At-A-Glance). c. 2013 Building Energy Efficiency Standards Nonresidential Appendix {Section NA7). 2. Instrumentation to perform test includes, but is not limited to: a. Hand-held temperature sensor Date of calibration: (must be within one year) 3. Installation: Check the appropriate box: 0 The supply air temperature reset controls are installed per the requirements of the 2013 Building Energy Efficiency Standards section 140.4{f): Multi-zone systems shall include controls that automatically reset supply-air temperatures: (1) In response to representative building loads or to outdoor air temperature; and (2) By at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. ;i~ ~xception is taken to this requirement (one of the following must be true; acceptance test is not needed): Zones served by space-conditioning systems in which at least 75 percent of the energy for reheating, or providing warm air in mixing systems, is provided from a site-recovered or site-solar energy source. Where s!UU>Iv-air temoerature reset would increase overall building energy use. -~nes in which specific humidity levels are required to satisfy exempt process loads. Computer rooms or spac9 with only IT equipment are not exempt process loads. Zones with a peak supply air quantity of 300 cfm or less. The system has controls to prevent reheat, recool, and simultaneous cooling and heating. 4. Document that all system air temperature sensors are factory or field calibrated or perform field check (check a or b): a. I Factory calibrated, or Field-calibrated by TAB technician, commissioning agent, or other. ~ v Calibration complete, all sensors within 2% of calibrated reference sensor (provide supporting documentation, e.g. a copy ofTAB calibration results). b' I' have performed a field check using a calibrated temperature standard (i.e. device that has been calibrated within the · last 12 months). 0 Check complete, all air temperature sensors within 2% of calibrated reference sensor (provide supporting documentation, including results from system air sensors and calibrated reference standard). s. Document current supply air temperature: "F Notes: \ f\/ tv lt\ ' \' CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7 .5.15 Supply Air Temperature Reset Controls Acceptance (Page 3 of 3) A. Functional Testing Check to make sure that chilled I hot water coils, if used, are not already fully open and calling for maximum cooling I heating. If this is the case, reverse Steps 1 and 2 and/or change the set point range as necessary to conduct this test . Reset control parameter is (circle one): Outside air temperature, Zone or return air temperature, tJ . A:-Zones calling for heating or cooling, or Other Step 1: During occupied mode, adjust the reset control parameter to decrease the supply air temperature (to the lr- supply temperature limit). a. Supply air temperature controls modulate as intended. Y/N b. Actual supply air temperature decreases to meet the new set point within+/-2°F. ~N c. Supply air temperature stabilizes within 15 minutes. vt'f\. Supply air temperature set point: oF Actual supply air temperature: oF Step 2: During occupied mode, adjust the reset control parameter to increase the supply air temperature (to the upper supply temperature limit). a. Supply air temperature controls modulate as intended. ilN b. Actual supply air temperature increases to meet the new set point within+/-2°F. (v /N c. Supply air temperature stabilizes within 15 minutes. Y/N Supply air temperature set point: oF Actual supply air temperature: oF " Step 3: Restore reset control parameter to automatic control. a. Supply air temperature controls modulate as intended. y /N} b. Actual supply air temperature changes to meet the new set point within+/-2"F. vtf c. Supply air temperature stabilizes within 15 minutes. vj_N Supply air temperature set point: oF Actual supply air temperature: oF \ B. A Evaluation : """ ~\kfPASs: All Construction Inspection responses are complete and Functional Testing Results are all circled YES. Notes: CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7 .5.15 Supply Air Temperature Reset Controls Acceptance (Page 2 of 3) I Intent: I Verify that the supply air temperature modulates to meet system temperature setpoint(s). Construction Inspection A-tt\A-'4 ' 1. Supporting documentation needed to perform test may include, but is not limited to: a. As-built and/or Design Documents, including Mechanical Equipment Schedules and control schedules. b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.15 Supply Air Temperature Reset Controls Acceptance At-A-Glance). c. 2013 Building Energy Efficiency Standards Nonresidential Appendix (Section NA7). 2. Instrumentation to perform test includes, but is not limited to: a. Hand-held temperature sensor Date of calibration: (must be within one year) 3. Installation: Check the appropriate box: 0 The supply air temperature reset controls are installed per the requirements of the 2013 Building Energy Efficiency Standards section 140.4(f): Multi-zone systems shall include controls that automatically reset supply-air temperatures: (1) In response to representative building loads or to outdoor air temperature; and (2) By at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. ~exception is taken to this requirement (one of the following must be true; acceptance test is not needed): Zones served by space-conditioning systems in which at least 75 percent of the energy for reheating, or providing warm air in mixing systems, is provided from a site-recovered or site-solar energy source. \!Y,b.ere supply-air temperature reset would increase overall building energy use. Zones in which specific humidity levels are required to satisfy exempt process loads. Computer rooms or sp~ with only IT equipment are not exempt process loads. Zones with a peak supply air quantity of 300 cfm or less. The system has controls to prevent reheat, recool, and simultaneous cooling and heating. 4. Document that all system air temperature sensors are factory or field calibrated or perform field check (check a or b): a. I Factory calibrated, or Field-calibrated by TAB technician, commissioning agent, or other. ~0 Calibration complete, all sensors within 2% of calibrated reference sensor (provide supporting documentation, ~ e.g. a copy of TAB calibration results). b I' have performed a field check using a calibrated temperature standard (i.e. device that has been calibrated within the · last 12 months). 0 Check complete, all air temperature sensors within 2% of calibrated reference sensor (provide supporting documentation, including results from system air sensors and calibrated reference standard). 5. Document current supply air temperature: "F Notes: \\ ~ U\f<" " CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7 .5.15 Supply Air Temperature Reset Controls Acceptance {Page 3 of 3) A. Functional Testing Check to make sure that chilled I hot water coils, if used, are not already fully open and calling for maximum cooling I heating. If this is the case, reverse Steps 1 and 2 and/or change the set point range as necessary to conduct this test. Reset control parameter is (circle one): Outside air temperature, Zone or return air temperature, ~ k-Zones calling for heating or cooling, or Other Step 1: During occupied mode, adjust the reset control parameter to decrease the supply air temperature (to the ter supply temperature limit). a. Supply air temperature controls modulate as intended. y~ b. Actual supply air temperature decreases to meet the new set point within+/-2"F. YIN I c. Supply air temperature stabilizes within 15 minutes. Y/Nj Supply air temperature set point: • F Actual supply air temperature: • F I Step 2: During occupied mode, adjust the reset control parameter to increase the supply air temperature (to the urer supply temperature limit). a. Supply air temperature controls modulate as intended. \LN b. Actual supply air temperature increases to meet the new set point within+/-2"F. Y/~ c. Supply air temperature stabilizes within 15 minutes. Y/N ) Supply air temperature set point: ___ • F Actual supply air temperature: • F I Step 3: Restore reset control parameter to automatic control. I a. Supply air temperature controls modulate as intended. v/N b. Actual supply air temperature changes to meet the new set point within +/-2"F. '1/N c. Supply air temperature stabilizes within 15 minutes. 'XN Supply air temperature set point: ___ • F Actual supply air temperature: • F \ I B. 11 Evaluation : ~PASS: All Construction Inspection responses are complete and Functional Testing Results are all circled VES. Notes: CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7.5.15 Supply Air Temperature Reset Controls Acceptance (Page 2 of 3) !Intent: Verify that the supply air temperature modulates to meet system temperature setpoint(s}. Construction Inspection A})M-s- 1. Supporting documentation needed to perform test may include, but is not limited to: a. As-built and/or Design Documents, including Mechanical Equipment Schedules and control schedules. b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.15 Supply Air Temperature Reset Controls Acceptance At-A-Glance). c. 2013 Building Energy Efficiency Standards Nonresidential Appendix (Section NA7). 2. Instrumentation to perform test includes, but is not limited to: a. Hand-held temperature sensor Date of calibration: (must be within one year) 3. Installation: Check the appropriate box: 0 The supply air temperature reset controls are installed per the requirements of the 2013 Building Energy Efficiency Standards section 140.4(f): Multi-zone systems shall include controls that automatically reset supply-air temperatures: (1) In response to representative building loads or to outdoor air temperature; and (2) By at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. ~exception is taken to this requirement (one of the following must be true; acceptance test is not needed): Zones served by space-conditioning systems in which at least 75 percent of the energy for reheating, or providing warm air in mixing systems, is provided from a site-recovered or site-solar energy source. Wb..e.re_suoolll.=a.ir..t_emoerature reset would increase overall building energy use. c::nes In which specific humidity levels are required to satisfy exempt process loads. Computer rooms or s~ with only IT equipment are not exempt process loads. Zones with a peak supply air quantity of 300 cfm or less. The system has controls to prevent reheat, recool, and simultaneous cooling and heating. 4. Document that all system air temperature sensors are factory or field calibrated or perform field check (check a or b): a. I Factory calibrated, or Field-calibrated by TAB technician, commissioning agent, or other. ·~ o Calibration complete, all sensors within 2% of calibrated reference sensor (provide supporting documentation, _...--e.g. a copy of TAB calibration results). b I' have performed a field check using a calibrated temperature standard (i.e. device that has been calibrated within the · last 12 months). 0 Check complete, all air temperature sensors within 2% of calibrated reference sensor (provide supporting documentation, including results from system air sensors and calibrated reference standard). 5. Document current supply air temperature: "F Notes: 1 i\/ "' \~ " CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7.5.15 Supply Air Temperature Reset Controls Acceptance (Page 3 of3) · •· ' A. Functional Testing c - Check to make sure that chilled I hot water coils, if used, are not already fully open and calling for maximum cooling I heating. If this is the case, reverse Steps 1 and 2 and/or change the set point range as necessary to conduct this test. I Reset control parameter is (circle one): Outside air temperature, Zone or return air temperature, IJ 1 /\ __ Zones calling for heating or cooling, or Other y. r\ Step 1: During occupied mode, adjust the reset control parameter to decrease the supply air temperature (to th¥6wer supply temperature limit). ( a. Supply air temperature controls modulate as intended. "YIN b. Actual supply air temperature decreases to meet the new set point within+/-2"F. ~ N c. Supply air temperature stabilizes within 15 minutes. Y JN Supply air temperature set point: oF Actual supply air temperature: o F / Step 2: During occupied mode, adjust the reset control parameter to increase the supply air temperature (to the y(lper supply temperature limit). / a. Supply air temperature controls modulate as intended. Y I N b. Actual supply air temperature increases to meet the new set point within +/-2°F. ~I N c. Supply air temperature stabilizes within 15 minutes. ~/ N Supply air temperature set point: ___ o F Actual supply air temperature: o F j Step 3: Restore reset control parameter to automatic control. / a. Supply air temperature controls modulate as intended. J Y I N b. Actual supply air temperature changes to meet the new set point within+/-2°F. \ YIN c. Supply air temperature stabilizes within 15 minutes. ~N Supply air temperature set point: ___ o F Actual supply air temperature: o F ) B. 1\ Evaluation : ~~PASS: All Construction Inspection responses are complete and Functional Testing Results are all circled YES. Notes: A ' -~\-s l.Aut4-H-~ "'""~ ~\\·lrv J C..O~L "-<) l_c:r"{J f ('~-s~ IU ~u~. CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7.5.15 Supply Air Temperature Reset Controls Acceptance (Page 2 of 3) lantent: Verify that the supply air temperature modulates to meet system temperature setpoint(s}. Construction Inspection ~~\A-' 1. Supporting documentation needed to perform test may include, but is not limited to: a. As-built and/or Design Documents, including Mechanical Equipment Schedules and control schedules. b. 2013 Building Energy Efficiency Standards Nonresidential Compliance Manual (NA7.5.15 Supply Air Temperature Reset Controls Acceptance At-A-Glance). c. 2013 Building Energy Efficiency Standards Nonresidential Appendix (Section NA7). 2. Instrumentation to perform test includes, but is not limited to: a. Hand-held temperature sensor Date of calibration: (must be within one year) 3. Installation: Check the appropriate box: 0 The supply air temperature reset controls are installed per the requirements of the 2013 Building Energy Efficiency Standards section 140.4(f): Multi-zone systems shall include controls that automatically reset supply-air temperatures: (1) In response to representative building loads or to outdoor air temperature; and (2) By at least 25 percent of the difference between the design supply-air temperature and the design room air temperature. -~exception is taken to this requirement (one of the following must be true; acceptance test is not needed): Zones served by space-conditioning systems in which at least 75 percent of the energy for reheating, or providing warm air in mixing systems, is provided from a site-recovered or site-solar energy source . ...W..here supply-air temperature reset would increase overall building energy use. ( Zo;;:,s in which specific humidity levels are required to satisfy exempt process loads. Computer rooms or :::9 with only IT equipment are not exempt process loads. Zones with a peak supply air quantity of 300 cfm or less. The system has controls to prevent reheat, recool, and simultaneous cooling and heating. 4. Document that all system air temperature sensors are factory or field calibrated or perform field check (check a or b): a.J Factory calibrated, or Field-calibrated by TAB technician, commissioning agent, or other. 0 Calibration complete, all sensors within 2% of calibrated reference sensor (provide supporting documentation, ~ ...,..,--e.g. a copy ofTAB calibration results). \ I' have performed a field check using a calibrated temperature standard (i.e. device that has been calibrated within the · last 12 months). 0 Check complete, all air temperature sensors within 2% of calibrated reference sensor (provide supporting documentation, including results from system air sensors and calibrated reference standard). 5. Document current supply air temperature: OF Notes: ' ( A/ f\J \1'\ CERTIFICATE OF ACCEPTANCE NRCA-MCH-16-A NA7 .5.15 Supply Air Temperature Reset Controls Acceptance (Page 3 of 3) A. Functional Testing Check to make sure that chilled I hot water coils, if used, are not already fully open and calling for maximum cooling I heating. If this is the case, reverse Steps 1 and 2 and/or change the set point range as necessary to conduct this test . Reset control parameter is (circle one): Outside air temperature, Zone or return air temperature, . ~ ~ Zones calling for heating or cooling, or Other Step 1: During occupied mode, adjust the reset control parameter to decrease the supply air temperature (to ttower supply temperature limit). a. Supply air temperature controls modulate as intended. 'Y/N b. Actual supply air temperature decreases to meet the new set point within+/-2°F. ~N c. Supply air temperature stabilizes within 15 minutes. Y/t-J Supply air temperature set point: oF Actual supply air temperature: oF Step 2: During occupied mode, adjust the reset control parameter to increase the supply air temperature (to the upt supply temperature limit). a. Supply air temperature controls modulate as intended. /YIN b. Actual supply air temperature increases to meet the new set point within +/-2°F. I YIN I c. Supply air temperature stabilizes within 15 minutes. \ y /N Supply air temperature set point: ___ o F Actual supply air temperature: oF "" c Step 3: Restore reset control parameter to automatic control. ) a. Supply air temperature controls modulate as intended. Y/} b. Actual supply air temperature changes to meet the new set point within+/-2°F. '(IN c. Supply air temperature stabilizes within 15 minutes. ~/N Supply air temperature set point: oF Actual supply air temperature: oF ) B. ~\ Evaluation : ~WASS: All Construction Inspection responses are complete and Functional Testing Results are all circled YES. Notes: GenMa.rk ox· TECHNICAL REPORT HAZARDOUS MATERIALS SUMMARY For GenMark Diagnostics, Inc. 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008 {August 25, 2015) (Rev. 2 September 29, 2015) RECEIVED DEC 0 8 2015 CITY OF CARLSBAD BUILDING DIVISION OCCUPATIONAL SERVICES, INC. GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) Table of Contents September 29, 2015 Page2 1. OSI's Cas2Ciass Database used to Produce Technical Reports .............................. 4 1.1. Report Preparation Process ................................................................................... 4 1.2. Company Information ............................................................................................. 4 1.3. Report Submission to the Carlsbad Fire Department.. ........................................... 4 1.4. Executive Summary ............................................................................................... 5 1.5. Construction Scope of Work .................................................................................. 5 1.6. Deferred Submittal Items ....................................................................................... 5 1.7. Hazardous Materials Information ........................................................................... 6 1.8. Control Area Information ........................................................................................ 6 1.9. Hazardous Materials Business Plan ...................................................................... 6 2. Hazard Classification Process ................................................................................... 6 3. Table 1 Chemical Classification Form Control Area 1 ............................................... 7 4. Table 1.1 Chemical Classification Summary Sheet (Control Area 1) ........................ 8 5. Table 1.2 Chemical Classification Summary Totals-( Control Area 1 ) ...................... 12 6. Table 2 Chemical Classification Form (Mechanical Yard) ....................................... 14 7. Table 2.1 Chemical Classification Summary Sheet (Mechanical Yard) ................... 14 8. Table 2.2 Chemical Classification Summary Totals-(Mechanical Yard) .................. 14 9. Table 3 Summary Sheet Non-Reg. Hazard Classes-(Control Area 1) .................... 15 10. Bulking and Dispensing of Hazardous Materials and Wastes ................................. 16 11. Table 4 Bulking and Dispensing Area Locations ..................................................... 16 12. Table 5 List of Hazardous Materials to be Bulked and/or Dispensed ...................... 16 13. Building/Facility Information .................................................................................... 17 14. Attachment Information ........................................................................................... 17 15. Operational Information ........................................................................................... 18 16. Operational Controls ............................................................................................... 20 16.1 Automatic Fire Extinguishing System for buildings .............................................. 20 16.2 Seismic Bracing and Shelf Construction for hazardous materials ........................ 20 16.3 Separation of Incompatible Materials ................................................................... 20 16.4 Empty Containers ................................................................................................ 21 16.5 ·security ................................................................................................................ 21 16.6 Portable Fire Extinguishers .................................................................................. 21 16.7 Approved Flammable Liquid and Hazardous Materials Storage Cabinets ........... 21 16.8 Compressed Gases ............................................................................................. 21 16.9 Corrosive Materials .............................................................................................. 21 16.1 0 Cryogenic Fluids .................................................................................................. 22 16.11 Organic Peroxides ............................................................................................... 22 16.12 Oxidizing Materials ............................................................................................... 22 16.13 Highly Toxic & Toxic Materials ............................................................................. 22 16.14 Water Reactive Solids and Liquids ...................................................................... 22 16.15 Laboratory Fume Hoods and Building Exhaust and Ventilation ........................... 23 16.16 Sources of Ignition ............................................................................................... 25 16.17 Spill Control, Drainage, Secondary Containment ................................................. 25 16.18 Explosion Control ................................................................................................. 25 16.19 Limit Controls ....................................................................................................... 26 16.20 Pressure Controls ................................................................................................ 26 16.21 Treatment Systems .............................................................................................. 26 16.22 Protection from Vehicles ...................................................................................... 26 GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page3 16.23 Employee Training and Response Procedures/Hazard Communication ............. 26 16.24 Storage of Hazardous Materials ........................................................................... 27 17. Hazardous Materials Information Summary ............................................................ 27 Attachment 1 (Project Site Vicinity Map) ......................................................................... 29 Attachment 1.1 (Facility Site Location) ............................................................................ 30 Attachment 2 (First Floor Control Area Plan) .................................................................. 31 Attachment 2.1 (Mechanical Yard Area Plan) ................................................................. 32 Attachment 2.2 (Hazardous Materials Facility Site Map Symbols) .................................. 33 Attachment 3 (Curriculum Vitae) ..................................................................................... 34 Attachment 4 (NCSA Certificate Number CFC0306.13) ................................................. 35 ' GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) 1. OSI's Cas2Ciass Database used to Produce Technical Reports September 29, 2015 Page4 Occupational Services, Inc. ("OSI") owns a custom-designed Microsoft Access database that has been continually improved, updated and amended to reflect the current California Fire Code. Over 125,000 chemicals are currently recognized and classified by their Chemical Abstract Service Number (CAS No.) in OSI' s database, called "CAS2Ciass." The foundation of OSI's Technical Report is the Physical Hazard Summary and Health Hazard Summary reports produced by CAS2Ciass. 1.1. Report Preparation Process Before presenting a Technical Report to a Code Official, OSI collects the tenant's "proposed" chemical inventory and imports the inventory into CAS2Ciass. OSI then makes a proper hazard determination for every unclassified chemical. OSI uses trained and degreed HazMat professionals to determine the hazard categories, which are based on the chemical's Material Safety Data Sheet (MSDS), the manufacturer's product literature, and textbooks, along with the concentration, physical state, chemical properties and health hazards of that chemical. OSI also refers to NIOSH, OSHA, EPA and DOT hazard classifications. OSI uses all these physical and chemical references to properly classify the chemical according to the categories listed in Appendix E of the 2013 California Fire Code (CFC). When 1 00% of the tenant's chemical inventory is properly classified, OSI generates these two tables: Physical Hazard Summary and Health Hazard Summary. OSI then compares the tenanfs summaries to the Maximum Allowable Quantity (MAQ) per Control Area of Hazardous Materials Posing a Physical Hazard listed in Table 5003.1.1 (1) & 5003.1.1 (3) of the 2013 CFC and the Maximum Allowable Quantity per Control Area of Hazardous Materials Posing a Health Hazard in Table 5003.1.1 (2) & 5003.1.1 (4) of the 2013 California Fire Code (CFC).. If the entire inventory does not exceed the MAQs, OSI advises the architect to design and construct one control area. If the MAQs are exceeded, OSI advises the architect to design more control areas until the inventory does not exceed MAQs. Many hours of technical expertise are spent designing the quantity and one-hour boundaries of the control areas. OSI and the architect use this CAS2Ciass report at the beginning of the design process and the information is used to form the basis of the building design. 1.2. Company Information GenMark Diagnostics, Inc. is located in city of Carlsbad California and is a leading provider of automated, multiplex molecular diagnostic testing systems that detect and measure DNA and RNA targets to diagnose disease and optimize patient treatment. Utilizing GenMark Diagnostic's proprietary eSensor® detection technology, eSensor® XT-8 system is designed to support a broad range of molecular diagnostic tests with a compact, easy-to-use workstation and self-contained, disposable test cartridges. GenMark Diagnostics, Inc. currently markets three tests that are FDA cleared for IVD use: Cystic Fibrosis Genotyping Test, Warfarin Sensitivity Test, and Thrombophilia Risk Test. A Respiratory Viral Panel (RVP) has been submitted to the FDA for 51 O(k) clearance. GenMark Diagnostics, Inc. performs a number of other tests, including HCV Genotyping and 2C19, versions of which are available for research use only, and KRAS, are in development for IVD use. 1.3. Report Submission to the Carlsbad Fire Department OSI and GenMark Diagnostics Inc., understand the Carlsbad Fire Department will review this Hazardous Materials Opinion and Technical Report and that the Building Official will request Carlsbad Fire Department's approval on this Hazardous Material Opinion and Technical Report. GenMark Diagnostics, Inc. will file the San Diego Regional Hazardous Materials Questionnaire DEH HM-9171 with the San Diego County Department of Environmental Health. The Hazardous Material Questionnaire will have the County Health stamp provided in the 'RELEASED FOR BUILDING PERMIT .. GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 PageS BUT NOT FOR OCCUPANCY'. The Business Plan will be processed by the Client with the County Health Department while construction occurs, and will be completed prior to the Certificate of Occupancy is obtained, and provided to the Fire Official. A completed copy of the Hazardous Materials Business Plan and this Technical Opinion Report will be submitted to the Carlsbad Fire Department: City of Carlsbad Fire Department Fire Prevention Division 1635 Faraday Avenue Carlsbad, CA 92008-7314 www.firemail@carlsbadca.gov P: (760) 602-4665 F: (760) 602-8561 1.4. Executive Summary GenMark Diagnostics, Inc. is submitting this Technical Report as part of a tenant improvement to remodel (24,727 ff) of the existing building (186,392 ff). The GenMark Diagnostics, Inc., facility Suite 120 will occupy a total area of (30,947 ff) of the (186,392 ff) building located at 2210 Faraday Avenue, in the city of Carlsbad CA, 92008 has This Technical Opinion Report was prepared by Ricky R. Francis Sr., Certified California Fire Code Inspector (CFC0306.13), AS, CCFCI, (Curriculum Vitae attached), of Occupational Services, Inc. (OS I), 6397 Nancy Ridge Drive, San Diego CA 92121, and (858) 558-6736. This report includes: Building/facility information, Operational information, Hazardous Materials information for 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008. This report does not include any High Piled Combustible Storage requirements. 1.5. Construction Scope of Work A. Construction of new lab and clean room medical device research & development spaces within existing previously improved tenant space at the first floor level work include non-load bearing interior walls and partitions, suspended acoustical ceiling systems and associated that there is no change to the total existing floor area of the building. B. Construction of new interior mechanical equipment mezzanine and access stair. C. New equipment yard and screened enclosure at existing loading dock area, associated structural, mechanical, plumbing and electrical work. D. Existing previous office improvements including restrooms and break room area are to remain unchanged. There is no scope of work in the area of the existing improvements. 1.6. Deferred Submittal Items • Fire Sprinkler System, design in accordance with 2013 CFC, Section 903, and NFPA 13, 2013 edition. • Fire Alarm System, 2013 CFC, Sections 907.1 through 907.9 (which includes all other uses and occupancy groups associated with this project), and NFPA 72, 2013 edition. • Commodity in warehouse to be classified in accordance with the NFPA 13, 2013 edition, Section 5.6.1.2 for mixed commodities and applied to Table 13.2.1 for discharge criteria for miscellaneous storage 12 feet or less in height. ' GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) 1.7. Hazardous Materials Information September29, 2015 Page6 GenMark Diagnostics, Inc. will store, use and handle Hazardous Materials at different locations within the facility. Hazardous Materials will be stored, used and handled in accordance with the 2013 California Fire Code (CFC). None of the Hazardous Materials stored, used or handled within tenant space (Control Area) exceed the Maximum Allowable Quantities (MAQs) per Control Area of Hazardous Materials posing a Physical Hazard listed in 2013 CFC Table 5003.1.1(1), 5003.1.1(3) and 2013 (CBC) Table 307.1 (1) or the Maximum Allowable Quantities (MAQs) per Control Area of Hazardous Materials posing a Health Hazard in 2013 (CFC) Table 5003.1.1(2), 5003.1.1(4) and 2013 (CBC) Table 307.1 (2). 1.8. Control Area Information There is one (1) control area inside the GenMark Diagnostics, Inc.'s facility and a Mechanical Yard enclosure listed below. The Chemical Classification Form Table 1 list all chemicals stored, used or handled within the GenMark Diagnostics, Inc.'s facility located at 2210 Faraday Avenue, Suite 120, in the city of Carlsbad California. a. Control Area 1 (Suite 120) b. Mechanical Yard Based on the volume of Hazardous Materials on site, the design and operation of GenMark Diagnostics, Inc.'s facility will be in compliance with the 2013 California Fire Code and 2013 California Building Code. There will be no hazardous materials stored or used in the Mezzanine area of the GenMark Diagnostics' facility 1.9. Hazardous Materials Business Plan Based on the proposed tenant improvements and use of discloseable quantities of hazardous materials at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008 GenMark Diagnostics, Inc. will be required to update the current Hazardous Materials Business Plan within the San Diego County Department of Environmental Health (DEH) California Environmental Reporting System (CERS). GenMark Diagnostics, Inc. is not updating the Business Plan at this time; however GenMark Diagnostics, Inc. commits to updating the Business Plan within the San Diego County Department of Environmental Health (DEH) Galifornia Environmental Reporting System (CERS) prior to final occupancy and understands that the Building Department and Carlsbad Fire Department will not grant a final Certificate of Occupancy until the updated Business Plan has been submitted within the San Diego County Department of Environmental Health (DEH) California Environmental Reporting System (CERS). 2. Hazard Classification Process Table 1 and Table 2 (Chemical Classification Forms) of this Technical Report is a list of every chemical inside GenMark Diagnostics, Inc. facility and Mechanical Yard located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008. The chemical inventory is sorted alphabetically, and then by Control Area. Included in Table 1 is the Chemical Name, Percent Concentration(% Cone.), CAS Number (Chemical Abstract Service Number), Quantity (QTY), Units of Measure, Hazard Classification, Storage and Use Location of Chemical in Control Area. The majority of the inventory items have more than one hazard class. For example, Isopropanol is listed in Table 1 (Chemical Classification Form} has three hazard classes, Flammable Class 1-B (FL-IB) (chemical liquid has a flash point below 73 degrees Fahrenheit and boiling point of above 100 degrees Fahrenheit), Irritants (IRR) (acute chemical exposure irritates the skin), and Other Health Hazards (OHH) (chronic chemical exposure causes affect the human body- t GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page7 Developmental Toxicity: DEVELOPMENTAL TOXICITY: Classified Reproductive system toxin/female, Development toxin [POSSIBLE]. The substance may be toxic to kidneys, liver, skin, central nervous system (CNS). Repeated or prolonged exposure to the substance can produce target organs damage. 3. Table 1 Chemical Classification Form Control Area 1 Table 1 (Chemical Classification Fonn) Control Area 1 Quantity Unit Storase Location Use Location (Control Chemical Name CAS# %Cone. Stored Stored Hazard Class (Control Area 1) Area 1) Coating PC8150, Coating PCB 150, 6-Mercapto-1-Hexanol 1633-78-9 97 2.64 Gal CL-1118, IRR Formulation 146 Formulation 146 Coating PCB150, Coating PCB 150, Acetone 67-64-1 99 2.64 Gal FL-1B, IRR, OHH Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Acetonitrile 75-05-8 98 2.64 Gal FL-1B, IRR, OHH Formulation 146 Formulation 146 Gas Cylinder Storage Multi-Locations In Argon 7440-37-1 100 20,100 Cft3 INERT GAS Rm 141& 165 FadHty Coating PCB 150, Coating PCB 150, Blsphenol A Digycidyl Ether resin 25085-99-8 99 2.64 Gal CL-IIIB,IRR Formulation 146 Formulation 146 coating PCB 150, Coating PCB 150, Ethanol 64-17-5 70 2.64 Gal Fl-1B, IRR, OHH Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Glycerol 56-81-5 99 2.64 Gal CL-IIIB, IRR, OHH Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Guanidine Hydrochloride 50-01-1 99 2.64 Gal TOX, IRR, OHH Formulation 146 Formulation 146 Gas Cylinder Storage Multi-Locations In Helium 744o-59-7 100 2,400 Cft3 IG Rm 140& 165 Facility FL-1B, OP-IV, IRR, Coating PCB 150, Coating PCB 150, Isopropanol 67-63-0 95 2.64 Gal OHH Formulation 146 Formulation 146 FL-1B, OP-IV, IRR, Multi-Locations In Isopropanol 70% 67-63-0 70 13.21 Gal OHH Warehouse Facility COating PCB 150, Coating PCB 150, Methanol 67-56-1 99 2.64 Gal FL-1B, IRR, OHH Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Octamethylcyclotetrasiloxane 556-67-2 99 2.64 Gal Cl-IIIA,IRR FormulatiOn 146 Formulation 146 Gas Cylinder Storage Multi-Locations in Oxygen 7782-44-7 99 600 Cft3 OXG Rm 140&165 Facility COating PCB 150, Coating PCB 150, Polydimethylsiloxane 9016-()()-6 98 2.64 Gal CL-IIIB, IRR, OHH Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Polyethylene glycol 25322-68-3 97 2.64 Gal CL-IIIB, IRR, OHH Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Reactive Diluent 68609-97-2 Mixture 2.64 Gal CL-IIIB, OHH, SEN Formulation 146 Formulation 146 COating PCB 150, Coating PCB 150, Silver 744o-22-4 100 1.10 Lbs CMD Formulation 146 Formulation 146 HTOX, UR-3, WR-Coating PCB 150, Coating PCB 150, Sodium Azide 26628-22-8 99 2.203 lbs 2,0HH Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Sodium Dodecyl Sulfate 151-21-3 99 2.203 Lbs FLS, IRR, OHH Formulation 146 Formulation 146 Sodium hypochlorite aqueous Multi-Locations in solution (5.25%) 7681-52-9 5.25 13.21 Gal COR Warehouse Facility OX-2, UR-1, IRR, Multi-Locations In Sodium Perchlorate 7601-89-0 99 6.61 Lbs OHH Warehouse Facility Coating PCB 150, Coating PCB 150, Span 85 26266-58-0 8S 2.64 Gal Cl-IIIB, IRR Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Trehalose 6138-23-4 99 2.203 Lbs IRR Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Tween 20 9005-64-5 98 2.64 Gal CL-IIIB, IRR Formulation 146 Formulation 146 COating PCB 150, Coating PCB 150, Urea 57-13-6 100 2.203 Lbs IRR,OHH Formulation 146 Formulation 146 Waste-aqueous solution with <10% Ethanol 013969-00-0 10 30.00 Gal CL-2, IRR, OHH HazWaste Room 169 HazWaste Room 169 GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2} September 29, 2015 PageS Table 1 (Chemical Classification Form) Control Area 1 Quantity Unit Storage Location Use Location (Control Chemical Name CAS# %Cone. Stored Stored Hazard Class (Control Area 1) Area 1) Waste-Printed circuit boards contaminated with sodium perchlorate 013966-0Q-O Mixture 300 Lbs OX-1, IRR, OHH HazWaste Room 169 HazWaste Room 169 Waste-reagent alcohol with <1% silver flake 013967..()()-0 Mixture 30 Gal FL-1B, IRR, OHH HazWaste Room 169 HazWaste Room 169 Waste-Silicone oil 63148-58-3 Mixture 30 Gal CL·IIIB, IRR HazWaste Room 169 HazWaste Room 169 Waste-solid debris contaminated with reagent alcohol and silver flake 013968-oo-0 Mixture 200 Lbs IRR,OHH HazWaste Room 169 HazWaste Room 169 4. Table 1.1 Chemical Classification Summary Sheet (Control Area 1) Table 1.1 (Chemical Classification Summary Sheet-Regulated Hazard Classes), summarizes all Chemical Hazard Classifications by Chemical Name, Amount Stored, Open System Use (O.S. Use), Closed System Use (C.S. Use), Location of Storage, and Location of Use of Regulated Hazardous Materials within (Control Area 1) of GenMark Diagnostics, Inc., facility located at 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. Table 1.1 Hazard Class: COMBUSTIBLE DUST -(CMD) ControtArea 1 Amount Unit o.s. c.s. Location of Storage . Location Use Chemical Name CAS# Stored Stored Use Use (Control Area 2) (Control Area2) Coating PCB 150, COating PCB 150, Silver 7440.22-4 1.1 Lbs Olbs Olbs Formulation 146 Formulation 146 Interior Storage: 1.1 Lbs Exterior Storage: 0 Lbs Open System Use: 0 Lbs Closed System Use: 0 Lbs Table 1.1 Hazard Class: C.OMBUSTIBLE CLASS~II LIQUIDS-{CL-11) Control Area 1 AmOunt urilt o.s. c.s. Location of StOrage··; ·· ·'LoCation Use Chemical Name CAS# Stored Stored Use Use (Control Area 2) (Control AreaZ) Waste-aqueous solution with <10% Ethanol 013969-oo-0 30 Gal OGal OGal HazWaste Room 169 Hazwaste Room 169 Interior Storage: 30 Gals Exterior Storage: 0 Gals Open System Use: 0 Gals Closed System Use: 0 Gals Table 1.1 Hazard Class: COMBUSTIBLE CLASS-lilA LIQUIDS-(CL-IIIA) Control Area 1 Amount Unit o.s. c.s. Location of Storage Location Use Chemical Name CAS# Stored Stored Use Use (Control Area 1) (Control Area 1) Coating PCB 150, Coating PCB 150, Octamethylcyclotetrasiloxane 556-67-2 2.64 Gal OGal OGal Formulation 146 Formulation 146 Interior Storage: 2.64 Gals Exterior Storage: 0 Gals Open System Use: 0 Gals Closed System Use: 0 Gals GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page9 Table 1.1 Hazard Class: COMBUSTIBLE CLA$S 111-B LIQUIDS ·(CL-IUB) Control Area 1 Amount Unit o.s. 'c.s: · · LoCitiQn of Storap ·location Use Chemical Name CAS# Stored Stored use Use (control Areal) (COntrol Areal) Coating PCB 150, Coating PCB 150, 6-Mercapto-1-Hexanol 1633-78-9 2.64 Gal OGal OGal Formulation 146 Formulation 146 coating PCB 150, Coating PCB 150, Bisphenol A Olgycldyl Ether resin 25085-99-8 2.64 Gal OGal OGal Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Glycerol 56-81-5 2.64 Gal OGal OGal Formulation 146 Formulation 146 coating PCB 150, coating PCB 150, Polydimethylslioxane 9016-00-6 2.64 Gal OGal OGal Formulation 146 Formulation 146 coating PCB 150, COating PCB 150, Polyethylene glycol 25322-68-3 2.64 Gal OGal OGal Formulation 146 Formulation 146 coating PCB 150, coating PCB 150, Reactive Diluent 68609-97-2 2.64 Gal OGal OGal Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Span85 26266-58-0 2.64 Gal OGal OGal Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Tween 20 9005-64-5 2.64 Gal OGal OGal Formulation 146 Formulation 146 Waste-Silicone oil 63148-58-3 30 Gal OGal OGal HazWaste Room 169 HazWaste Room 169 Interior Storage: 51.12 Gals Exterior Storage: 0 Gals Open System Use: 0 Gals Closed System Use: 0 Gals Table 1.1 Hazard Class: COROSS.IVES LIQUID'*'~OR).Control Area ·1 ' Amount Unit o . .s. . ·;c~· ·. l.pcatlon of $toraae .. t.oc.tlonuse Chemical Name CAS# Stored Stored Use ·u~. (COntrol Area 1) .(Control Area 1) Multi-Locations in Sodium hypochlorite aqueous solution (5.25"1 7681-52-9 13.21 Gal OGal OGal warehouse Facility Interior Storage: 13.21 Gals Exterior Storage: 0 Gals Open System Use: 0 Gals Closed System Use: 0 Gals Table 1.1 Hazard Class: FLAMMABLE LIQUJPS Cl.ASS<I•B (FL-IB LIQUIDSJContrc>l Area 1 Amount Unit o.s. ,C.S. Loc8tli:tn of Storage ' LOcation Use Chemical Name CAS# Stored Stored Use Use (COntrol Area 1) (COntrol Areal) Coating PCB 150, Coating PCB 150, Acetone 67-64-1 2.64 Gal 1Gal OGal Formulation 146 Formulation 146 Coatlng PCB 150, COating PCB 150, Acetonitrile 75-05-8 2.64 Gal 1Gal OGal Formulation 146 Formulation 146 Coating PCB 150, COating PCB 150, Ethanol 64-17-5 2.64 Gal 1Gal OGal Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Isopropanol 67-63-0 2.64 Gal 1Gal OGal Formulation 146 Formulation 146 Isopropanol, 70" 67-63-0 13.21 Gal 1Gal OGal Warehouse Multi-Locations In Facility Coating PCB 150, coating PCB 150, Methanol 67-56-1 2.64 Gal 1Gal OGal Formulation 146 Formulation 146 Waste-reagent alcohol with <1" silver flake 013967-00-0 30 Gal 5Gal OGal HazWaste Room 169 HazWaste Room 169 Interior Storage: 45.41 Gals Exterior Storage: 0 Gals Open System Use: 11 Gals Closed System Use: 0 Gals GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 10 Chemical Name Sodium Dodecyl Sulfate Interior Storage: 2.203 Lbs Chemical Name Sodium Azide Interior Storage: 2.203 Lbs Chemical Name Argon Helium Amount ' · Unit o.s; . _ ; ' ~lc)~~i?f'~ri!~: :LOcation Use CAS#· StOred' Stored. Use c.s. Use •·.· (controi'Area11) . (aintroiAreal) 151-21-3 2.203 Lbs Exterior Storage: 0 Lbs · tunoulit : unit CAS# Stored; Stored 26628-22-8 2.203 Lbs Exterior Storage: 0 Lbs An:i'oiJnt' Unit CAS# StOrecl· Stored 7440-37-1 20,100 Cft3 7440-59-7 2400 Cft3 OLbs OLbs Coating PCB 150, Formulation 146 Coating PCB 150, Formulation 146 Open System Use: 0 Lbs Closed System Use: 0 Lbs ·o;s. !.~~~~Q.t:~to.~:: ' Loaitlcm Use Use c.s. Use (COntrOl Area.1)• ' • . .. {Ccintfol M1i11 Coating PCB 150, Coating PCB 150, Formulation Olbs OLbs Formulation 146 146 Open System Use: 0 Lbs Closed System Use: 0 Lbs 'o.s. ' l.oCatiOn'Of stota' ''"' I ,. "·•· :•Lbciitron Use 'use C.S;Use 1· ]~nti-ol Aiei·ir 1 · JC:Ontrol Mta1) Gas Cylinder Storage 0Cft3 20,100Cft3 Rm140&165 Multi-LOcations in Facility Gas Cylinder Storage 0Cft3 2400Cft3 Rm140&165 Multi-Locations in Facility Interior Storage: 22,500 Cft3 Exterior Storage: 0 Cft3 Open System Use: 0 Cft3 Closed System Use: 22,500 Cft3 Chemical Name 'Amount .. unit '();$,',\ ~~~-: CAS# Stored Stored <Use Coating PCB 150, Coating PCB 150, Isopropanol 67-63-0 2.64 Gal 1Gal OGal Formulation 146 Formulation 146 Isopropanol, 70% 67-63..() 13.21 Gal 1Gal OGal Warehouse Multi-LOcations In Facility Interior Storage: 13.85 Gals Exterior Storage: 0 Gals Open System Use: 2 Gals Closed System Use: 0 Gals .Amount Unit o.s; ~c:s. . (liiqt{On·~;~me, ' < ~·J.oi:ation U5e chemical Name CAS# Stored stored use 'use 1: ·~tC:OJitR)I"tuttJ \, 'i: · :(eo~l Areatl Sodium Perchlorate 7601-89-0 6.61 Lbs 0 Lbs 0 Lbs Warehouse Multi-Locations in Facility Interior Storage: 6.61 Lbs Exterior Storage: 0 Lbs Open System Use: 0 Lbs Closed System Use: 0 Lbs GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 11 Table 1.1 Hazard Class: .OXIDIZER Cl.ASS~1 (SQl:.IPh(li)X;1~l~Corltrqi•Ar~a 1 Amount (lntt o.s. .·C$:• .. : .. · ~~LOcatiOn Ot St0 · . ' · · 4)Cation Use Chemical Name CAS# Stored. Stored·.· Use Use ' c(:;fttioi:Ai-ea~ '• : ··(Control Area1) Waste-Printed circuit boards contaminated with sodium perchlorate 013966-CIO-O 300 Lbs 0 Lbs Olbs HazWaste Room 169 HazWaste Room 169 Interior Storage: 300 Lbs Exterior Storage: 0 lbs Open System Use: 0 Lbs Closed System Use: 0 lbs Chemical Name 'Amount· Uiift'' o.s: <•.:oca~'Ot5il)raae:·· :··· 'Lcic:8tlon Use CAS#'' StOred storeCI USe c.s~·u.e ·· leo'ntroiA~a:t) • . : (Controi Area1) Gas Cylinder Storage Multi-Locations in Oxygen 7782-44-7 600 Cft3 0Cft3 600Cft3 Rm140&16S Facllity Interior Storage: 600 Cft3t3 Exterior Storage: 0 Cft3 Open System Use: 0 Cft3 Closed System Use: 600 Cft3 Table 1.1 Hazard Class: .TOXICS (LIQUID.)-\taxt.Co.nt~(:')lxA.rea·i-1. Chemical Name Guanidine Hydrochloride Interior Storage: 2.64 Gals 50.01-1 Amount unlf o.s. 1:c;s;: ''I.OcatiO" C)f.'$te)tlp ' ; . · 'LoCitlon use 'stored stored use .use · (co~IOI~.;if ··~ -~ 'IC!;nttoiArea 11 Coating PCB 150, 2.64 Gal 0 Gal 0 Gal Formulation 146 Coating PCB 150, Formulation 146 Exterior Storage: 0 Gals Open System Use: 0 Gals Closed System Use: 0 Gals Table 1.1 Hazard Glas.s: UNSTABtE,REACTIVE CLA$S~~S0EIQhU.B;4)e~htt~h~rea·1 AfnOUnt'·· Unit o.s. '. "!MatiO'''iil~'' 15'. 'c · 'Loiitlon u5e CAS# Stored Stored Use c.s.use • ·•· ico~l ~i·il~ J ·· (~trdlka1) Chemical Name Coating PCB 150, Coating PCB 150, Formulation Sodium Azide 26628-22-8 2.203 Lbs Olbs Olbs Formulation 146 146 Interior Storage: 2.203 Lbs Exterior Storage: 0 lbs Open System Use: 0 Lbs Closed System Use: 0 Lbs Table 1.1 Hazard Class: UNSTABLE REACTIVE CLASS~1~(SQLIOHUR•1)¢,ijnir:ol :Area 1 Amount unit o.s. .:c::.s. ::1,0cation ¢If·~/ , ' LOcation Use Chemical Name CAS# Stored Stored Use Use (Control Area 11 . · · (cOntrol Area1) Sodium Perchlorate 7601-89-0 6.61 Lbs Olbs Olbs Warehouse Multi-Locations In Facility Interior Storage: 6.61lbs Exterior Storage: 0 Lbs Open System Use: 0 lbs Closed System Use: 0 lbs GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 12 Table 1.1 Hazard Class: WATER REACTIVE CLASS~2~($0LIQ);.WR-2 C.QI1ttc)L~~a-1 Art!olint Un~ o.s; .: .'·Locftlon.cif tira -e · ·tocatton use· Chemical Name CAS# Stored Stored :use -, c.s. Use ··ceo~~~~.:~~-·cei,nt.O•~ill) Coating PCB 150, Coating PCB 150, Formulation Sodium Azide 26628-22-8 2.203 Lbs Olbs OLbs Formulation 146 146 Interior Storage: 2.203 Lbs Exterior Storage: 0 Lbs Open System Use: 0 Lbs Closed System Use: 0 Lbs 5. Table 1.2 Chemical Classification Summary Totals-(Control Area 1) Table 1.2 (Chemical Classification Summary Totals-Regulated Hazard Classes), shows a list of all Regulated Chemical Hazard Classification totals of Interior Storage, Exterior Storage, Open System Use and Closed System Use for GenMark Diagnostics, Inc., facility Regulated Hazardous Materials within (Control Area 1) of GenMark Diagnostics, Inc., facility located at 2210 Faraday Avenue, Suite 120, Carlsbad, TABLE 1.2 TABLE 1.2 COMBUSTIBLE DUST COMBUSTIBLE LIQUID CLASS 111-B Interior Storage 1.1 Lbs Interior Storage 51.12 Gals Exterior Storage Olbs Exterior Storage OGal Open System Use o Lbs Open System Use OGal Closed System Use Olbs Closed System Use OGal COMBUSTIBLE LIQUID CLASS II CORROSIVES (LIQUID) Interior Storage 30Gals Interior Storage 13.21Gals Exterior Storage OGal Exterior Storage OGal Open System Use OGal Open System Use OGal Closed System Use OGal Closed System Use OGal COMBUSTIBLE LIQUID CLASS 111-A FLAMMABLE LIQUID CLASS 1-B Interior Storage 2.64 Gals Interior Storage 45.41Gals Exterior Storage OGal Exterior Storage OGal Open System Use OGal OJlen ~stem Use 11Gals Closed System Use OGal Closed System Use OGal GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) TABLE 1.2 FLAMMABLE SOLID Interior Storage 2.203 Lbs Exterior Storage OLbs Open System use 0 Lbs Closed System Use Olbs HIGHLY TOXIC (SOLID) Interior Storage 2.203 Lbs Exterior Storage o Lbs Open System Use Olbs Closed System Use Olbs INERT GAS (GASEOUS) Interior Storage 22,500Cft3 Exterior Storage 0Cft3 Open System use 0Cft3 Closed System Use 22,500 Cft3 ORGANIC PEROXIDES CLASS IV (LIQUID) Interior Storage 15.85 Gals Exterior Storage OGal Open System Use OGal Closed System Use OGal OXIDIZER CLASS 2 (SOLID) Interior Storage 6.61 Lbs Exterior Storage 0 Lbs Open System Use Olbs Closed System Use Olbs OXIDIZER CLASS 1 (SOLID) Interior Storage 300 Lbs Exterior Storage Olbs Open System Use OLbs Closed System Use Olbs September 29, 2015 Page 13 TABLE 1.2 OXIDIZER GAS (GASEOUS) Interior Storage 600 Cft3 Exterior Storage 0Cft3 Open System Use 0Cft3 Closed System Use 600Cft3 TOXIC (LIQUID) Interior Stor~&e 2.64 Gals Exterior Storage OGal Open System Use OGal Closed System Use OGal UNSTABLE (REACTIVE CLASS 3 (SOLID) Interior Storage 2.203 Lbs Exterior Storage Olbs Open System Use Olbs aosed System Use Olbs UNSTABLE (REACTIVE CLASS 1 (SOLID) Interior Storage 6.61 Lbs Exterior Storage OLbs Open System Use OLbs Closed System Use Olbs WATER lREACTIVE) CLASS 2lSOLID) Interior Storage 2.203 Lbs Exterior Storage Olbs Open System Use Olbs Closed System Use Olbs GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 14 Table 2 (Chemical Classification Form) of this Technical Report is a list of every chemical in GenMark Diagnostics, Inc. Mechanical Yard area located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008. The chemical inventory is sorted alphabetically, and then by Control Area. Included in Table 2 is the Chemical Name, Percent Concentration (% Cone.), CAS Number (Chemical Abstract Service Number), Quantity (QTY), Units of Measure, Hazard Classification, Storage and Use Location of Chemical in Mechanical Yard Area. 6. Table 2 Chemical Classification Form (Mechanical Yard) Table 2 (Chemical Classification Form) Mechanical Yard Quantity Unit Storage Location Use Location Chemical Name CAS# %Cone. Stored Stored Hazard Class (Mechanical Yard) (Multi Locations) Diesel Fuel 68476-30-2 100 316 Gal CL-2, IRR, OHH Mechanical Yard Mechanical Yard Multi-Locations in Nitrogen, Liquid 7727-37-9 100 3,000 Gal CRYO-INERT Mechanical Yard Facility 7. Table 2.1 Chemical Classification Summary Sheet (Mechanical Yard) Table 2.1 (Chemical Classification Summary Sheet-Regulated Hazard Classes), summarizes all Chemical Hazard Classifications by Chemical Name, Amount Stored, Open System Use (O.S. Use), Closed System Use (C.S. Use), Location of Storage, and Location of Use of Regulated Hazardous Materials within (Mechanical Yard) of GenMark Diagnostics, Inc., facility located at 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. Table 2.1 Hazard· Class: COMI3U$\11113[;.E,CLASS•II. LIQUIO$-(GL~II),Mechaoicai.Yard Alitour.t· Unit o.s. ·c.s: I'! LOcation Of5t0raae;· · Location Use Chemical Name CAS# ,Stored Stored Use ·use (Mechanli:al Yard) (Mechanical Yard) Diesel Fuel 68476-30-2 316 Gal OGal OGal Mechanical Yard Mechanical Yard Interior Storage: 316 Gals Exterior Storage: 0 Gals Open System Use: 0 Gals Closed System Use: 0 Gals Table 2.1 Hazard Class: CRYQGEfUc.INERT, LIQUIDS CR:YO,;;INERT) Mechanical Yard .. unit o.s. ~tiOn of Storage Lo.cation Use Aniount. Chemical Name CAS# StOred , stored Use c.s. Use (Mechanical Yard) (MUlti LOcations) Liquid Nitrogen 7727-37-9 3000 Gal OGai 3000Gals Mechanical Yard Multi-Locations in Facility Interior Storage: 3000 Gals Exterior Storage: 0 Gals Open System Use: 0 Gals Closed System Use: 3000 Gals 8. Table 2.2 Chemical Classification Summary Totals-(Mechanical Yard) Table 2.2 (Chemical Classification Summary Totals-Regulated Hazard Classes), shows a list of all Regulated Chemical Hazard Classification totals of Interior Storage, Exterior Storage, Open System Use and Closed System Use for GenMark Diagnostics, Inc., facility Regulated Hazardous Materials within (Mechanical Yard) of GenMark Diagnostics, Inc., facility located at 2210 Faraday Avenue, Suite 120, Carlsbad, GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) TABLE 2.2 COMBUSTIBLE LIQUID CLASS II Interior Storage 316Gals Exterior Storage OGal Open System Use OGal Closed System Use OGal CRYOGENIC INERT (LIQUID) Interior Storage 3000Gals Exterior Storage OGal Open System Use OGal Closed System Use 3000Gals September 29, 2015 Page 15 TABLE 2.2 INERT GAS (GASEOUS) Interior Storage 20,100Cft3 Exterior Storage 0Cft3 Open System Use 0Cft3 Closed System Use 20,100Cft3 9. Table 3 Summary Sheet Non-Reg. Hazard Classes-(Control Area 1) Table 3 (Chemical Classification Summary Sheet-Non-Regulated Hazard Classes), summarizes all Chemical Hazard Classifications by Chemical Name, Amount Stored, Open System Use (O.S. Use), Closed System Use (C.S. Use), Location of Storage, and Location of Use of Non-Regulated Hazardous Materials within (Control Area 1) GenMark Diagnostics, Inc., facility located at 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008 Table 3 Hazard Class: IRRITANT SOLID {IRR)~(CONlROL AREA 1) Amount Unit' p,s; C.S;J 1: ·1.9catlon.of Storage Location Use Chemical Name CAS# Stored Stored Use Use· (control Areil1l · (COntrol Area 1) Coating PCB 150, Coating PCB 150, Trehalose 6138-23-4 2.203 Lbs o Lbs Olbs Formulation 146 Formulation 146 Coating PCB 150, Coating PCB 150, Urea 57-13-6 2.203 Lbs OLbs Olbs Formulation 146 Formulation 146 Waste-solid debris contaminated with reagent alcohol and silver flake 013968-Q0-0 200 Lbs Olbs Olbs Hazwaste Room 169 HazWaste Room 169 Interior Storage: 204.406 Lbs Exterior Storage: 0 Lbs Open System Use: 0 Lbs Closed System Use: 0 Lbs Table 3 Hazard Class: OTHER HEALTHHAZARDS SOL.:Iti OHH)~(CONTROLAREA 1) ·Amount Unit · "o.s: ., CiS;· , · 'Loc:atton of storage Location Use Chemical Name CAS# Stored Stored Use Use (COntrol Area 1) (COntrol Area 1) Waste-solid debris contaminated with reagent alcohol and silver flake 013968-0Q-0 200 Lbs Olbs OLbs HazWaste Room 169 HazWaste Room 169 Interior Storage: 200 Lbs Exterior Storage: 0 Lbs Open System Use: o Lbs Closed System Use: 0 Lbs """"""~~"-"---------------- GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) 10. Bulking and Dispensing of Hazardous Materials and Wastes September 29, 2015 Page 16 Bulking and Dispensing of Hazardous Materials/Wastes: Bulking and/or dispensing of Hazardous Materials Class I Flammable, Class II and Class Ill, Combustible Liquids will occur in the designated GenMark Diagnostics, Inc., Control Area One locations as listed in Table 4. Bulking and/or dispensing of Hazardous Waste Liquids will occur in the designated GenMark Diagnostics, Inc., Control Area One locations and (Hazardous Waste Room 169} as listed in Table 4. Glass and/or Plastic 250-500 milliliter containers will be used to dispense Hazardous Materials Class I Flammable, Class II and Class Ill, Combustible Liquids within the fume hoods of designated bulking and dispensing locations listed in Table 4 and Attachment 2. Five (5} gallon (UL} listed and/or {FM) approved Polyethylene/Metal safety cans will be used for bulking Class I Flammable, Class II and Class Ill, Combustible Waste Liquids in Control Area One (Hazardous Waste Room 169). Five (5) gallon (UL} listed and/or (FM} approved Polyethylene/Metal safety containers will be properly grounded during bulking and/or Dispensing Operations. The maximum quantity of liquid waste that will be bulked and/or dispensed at one time is a :S 5 gallon (UL) listed and/or (FM} approved Polyethylene/Metal safety container. Refer to Table 4, which lists all locations where Hazardous Materials and/or Hazardous Wastes will be bulked and/or dispensed within the GenMark Diagnostics, Inc., facility located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008. 11. Table 4 Bulking and Dispensing Area Locations Bulking and/or Dispensing of Class I Flammable, and Class II, and Class Ill, Combustible Liquids will occur in the following locations: Table 4 (Bulking and Dispensing Area Locations) ROOM NUMBER ROOM NAME CONTROL AREA 139 QC Am_plicon Control Area 1 145 QC Set-Up Control Area 1 146 Formulation Control Area 1 151 Coating PCB Control Area 1 155 E-Pex Cartridge Assembly Line Control Area 1 161 Blister/LRM Control Area 1 163 OIL DEGAS Control Area 1 169 Hazardous Waste Room Control Area 1 Hazardous materials including, Oxidizing, Reactive, Water Reactive, Highly Toxic, Toxic, Corrosive, Caustic, and Pyrophorics will be stored in hazardous materials storage cabinets. Doors will be well fitted, self-closing, and equipped with a latch. The hazardous materials storage cabinets will meet the construction standards in 2013 CFC 5003.8. 7.1. 12. Table 5 List of Hazardous Materials to be Bulked and/or Dispensed Table 5 lists all Hazardous Materials that will be bulked and/or dispensed, quantities to be bulked and/or dispensed, and types of containers used during bulking and/or dispensing in (Control Area 1 ). (Note: Only :S 5 gallons of flammable and/or combustible liquid will be bulked and/or dispensed during any bulking and/or dispensing operation). GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 17 Table 5 is a complete list of Hazardous Materials to be bulked and/or dispensed in (Control Area 1) (USE-OPEN) (NO-USE-CLOSED) Table 5 is a complete list of Hazardous Materials to be Bulked and/or Dispensed USE-OPEN Type container for MaterlaU Bulking/Dispensing Quantities to be Transfer/Dispensing Class I & HAZARDOUS MATERIAL Classification Locations In CA1 Bulked/Dispensed Class II Flammable Llauids 1 Gallon /500 Milliliter Container dispensed Into 250·500 Milliliter FLAMMABLE LIQUID Rooms 139, 145, Glass/Plastic Container Glass ACETONE CLASSIB 146, 155, 163 :S 1 Gallon Tube I Beaker. 1 Gallon /500 Milliliter Container dispensed Into 250·500 Milliliter FLAMMABLE LIQUID Rooms 139, 145, Glass/Plastic Container Glass ACETONITRILE CLASSIB 146, 155, 163 :s 1 Gallon Tube I Beaker. 1 Gallon /500 Milliliter Container dispensed Into 250-500 Milliliter FLAMMABLE LIQUID Rooms 139,145, Glass/Plastic Container Glass ETHANOL CLASSIB 146,155,163 :S 1 Gallon Tube I Beaker. 5 Gallon (UL) Listed (FM) Approved Safety can Bulked/Dispensed Into 55 HAZ-WASTE FLAMMABLE FLAMMABLE LIQUID Gallon DOT approved Metal LIQUIDS CLASSIB Room 169 :s 5Gallon Drum 1 Gallon /500 Milliliter Container dispensed Into 250-500 Milliliter FLAMMABLE LIQUID Rooms 139,145, Glass/Plastic Container Glass ISOPROPANOL CLASSIB 146,155,163 :S 1 Gallon Tube I Beaker. 1 Gallon /500 Milliliter Container dispensed Into 250-500 Milliliter FLAMMABLE LIQUID Rooms 139,145, Glass/Plastic Container Glass ISOPROPANOL 70o/o CLASSIB 146,155,163 :s 1 Gallon Tube I Beaker. 1 Gallon /500 Milliliter Container dispensed Into 250.500 Milliliter FLAMMABLE LIQUID Rooms 139, 145, Glass/Plastic Container Glass METHANOL) CLASSIB 146,155,163 :s 1 Gallon Tube I Beaker. 13. Building/Facility Information The two story building located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008 is a Type V-B fully Sprinklered building. The building was built in 1996 and has a total square footage of (186,392 ft2 I floor) square feet. GenMark Diagnostics, Inc., will occupy Suite 120 (30,947 ft2 I floor) square feet of the total building area of (186,392 ft2 I floor) square feet. The tenant improvement area of the building contains two occupancy classifications: Type "8," and Type "S-1 "with a total one Control Area. GenMark Diagnostics, Inc. will remodel the (24,727 ft2 / floor) square feet area within (Suite 120) of the existing building located at 2210 Faraday Avenue, Carlsbad CA, 92008 under this proposed tenant improvement. 14.Attachment Information Attachment 1 is a copy of a Vicinity Map Project Site location for the GenMark Diagnostics, Inc. Located at 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. Attachment 1.1 is a copy of the facility site location for GenMark Diagnostics, Inc. located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008 Attachment 2 is a copy of the First Floor Control Area Plan and Hazardous Materials storage, handling, bulking and dispensing locations for GenMark Diagnostics, Inc. indicating existing building First Floor Plan Control Area within 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 18 Attachment 2.1 is a copy of the outside Mechanical Yard Area Plan for GenMark Diagnostics, Inc. indicating proposed outside Mechanical yard Area Plan Control Area within 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. Attachment 2.2 is a copy of the Facility Hazardous Materials Site Map Symbols Legend for GenMark Diagnostics, Inc. located at 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. Attachment 3 is a copy of Curriculum Vitae for Ricky R. Francis Sr., AS, CCFCI Attachment 4 is a copy of NCSA Certificate Number CFC0180.07 for Ricky R. Francis Sr., Certified California Fire Code Inspector 15. Operational Information GenMark Diagnostics, Inc. manufactures markets and distributes generic pharmaceutical formulations. GenMark Diagnostics, Inc. located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008 will store, use and handle Hazardous Materials within the building/facility. An operational permit is required to store, transport on site, dispense, use or handle hazardous materials in excess of the amounts listed below in Table 105.6.20. GenMark Diagnostics, Inc., will stored, used and handled Hazardous Materials in accordance with the 2013 California Fire Code (CFC) and all state, federal, and local regulations. Table 105.6.20 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS Table 105.6.20 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS TYPE OF MATERIAL AMOUNT Combustible Liquids See Section 2013 CFC 105.6.16 Corrosive materials Gases See Section 2013 CFC 105.6.8 Liquids 55 gallons Solids 500 pounds Explosive materials See Section 2013 CFC 105.6.14 Flammable materials Gases See Section 2013 CFC 105.6.8 Liquids See Section 2013 CFC 105.6.16 Solids 100 J)ounds Highly toxic materials Gases See Section 2013 CFC 105.6.8 Liquids Any Amount Solids Any Amount Oxidizing materials See Section 2013 CFC 105.6.8 Gases Liquids Any Amount 1 gallon Class4 10gallons Class 3 55 gallons Class 2 Class 1 Any Amount Solids 10 pounds Class4 100 pounds GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2} September 29, 2015 Page 19 Table 105.6.20 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS TYPE OF MATERIAL AMOUNT Class 3 500pounds Class 2 Class 1 Organic peroxides Liquids Class I Any Amount Class II Any Amount Class Ill 1 gallon Class IV 2 gallons Class V No Permit Required Solids Class I Any Amount Class II Any Amount Class Ill 10pounds Class IV 20pounds Class V No Permit Required Pyrophoric materials Gases Any Amount Liquids Any Amount Solids Any Amount Toxic materials Gases See Section 2013 CFC 105.6.8 Liquids 10 gallons Solids 100pounds Unstable (reactive) materials Liquids Class 4 Any Amount Class 3 Any Amount Class 2 5gallons Class 1 10 gallons Solids Class 4 Any Amount Class 3 Any Amount Class 2 50 pounds Class 1 100pounds GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 20 Table 105.6.20 PERMIT AMOUNTS FOR HAZARDOUS MATERIALS TYPE OF MATERIAL AMOUNT Water-reactive materials Liquids Any Amount Class 3 5 gallons Class 2 55 gallons Class 1 Solids Class 3 Any Amount Class 2 50 pounds Class 1 500pounds 16. Operational Controls The following controls will be installed at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008 16.1 Automatic Fire Extinguishing System for buildings (2013 CFC 903.2. NFPA 131 The building is fully equipped with an existing, approved, automatic wet fire extinguishing system. 16.2 Seismic Bracing and Shelf Construction for hazardous materials [2013 CFC 5003.9.9] Shelves greater than six feet high will be braced and anchored and be of substantial construction. Shelves will be provided with lips or guards. The facility will be equipped with adequately braced and anchored shelving of substantial noncombustible construction with a chemical resistant coating. Shelves will be provided with a lip or guards. Shelf storage of hazardous materials will be maintained in an orderly manner and in compliance with the Code. 16.3 Separation of Incompatible Materials [2013 CFC 5003.9. 8] Incompatible materials will be separated from each other in storage in (FM) approved self- closing storage cabinets, or in separate (UL) listed or (DOT) approved waste collection containers. To ensure compliance, one or more of the following methods will separate incompatible materials: • Storage in separate approved self-closing storage cabinets as follows: • Flammable/Combustible liquids (Class I, II, and 111-A) will be stored in approved flammable liquids cabinets, • Acids will be stored in acid cabinets, • Bases will be stored in base cabinets. • Trained personnel will further distinguish between incompatible materials (i.e. acids and bases; oxidizers and flammables; acids and flammables) and store them in an appropriate manner with adequate distance to avoid incompatible reactions. • Incompatible gases will be separated by a distance of more than twenty feet GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary {Rev.2) September 29, 2015 Page 21 • Incompatibles will be separated using noncombustible partitions/barrier greater than 18" high. Employees will receive chemical safety instruction on the separation of incompatible materials. 16.4 Empty Containers [2013 CFC 5003.2.5] The storage of empty containers and containers previously used for the storage of flammable or combustible liquids, unless free from explosive vapors, will be stored as required for filled tanks and containers. Tank and containers, when emptied will have the covers or plugs immediately replaced in openings. 16.5 Security [NFPA 730 & NFPA 731] The building/facility will be equipped with lock(s) to prevent unauthorized entry, security cameras and motion detectors. The security measures in place at 2210 Faraday Avenue, Suite 120, Carlsbad CA, 92008 are within compliance of the Code. · 16.6 Portable Fire Extinguishers [2013 CFC 906] The facility will be equipped with portable dry chemical fire extinguishers. There will be an appropriate amount of approved fire extinguishers mounted not more than 75 feet apart within the GenMark Diagnostics, Inc. facility, located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008. The appropriate amount and type fire extinguishers will be located throughout the building; designated dispensing areas and laboratories. 16.7 Approved Flammable Liquid and Hazardous Materials Storage Cabinets [2013 CFC 5003.8.7.2, 5704.3.2] Flammable and combustible liquids will be stored in approved flammable liquid storage cabinets. Doors will be well fitted, self-closing, and equipped with a latch. Cabinets shall be clearly identified in an approved manner with red letters on contrasting background to read: HAZARDOUS-KEEP FIRE AWAY. 16.8 Compressed Gases [2013 CFC 5301.1] Storage, use and handling of compressed gas containers, cylinders, tank and systems shall comply with the 2013 CFC Chapter 53. Partially full compressed gas containers, cylinders or tanks containing residual gases shall be considered as full containers for the purposes of the controls required. Compressed gases in service and in storage will be stored upright and adequately secured with one or more support straps and/or chains to prevent cylinders from falling or being knocked over. Cylinders, including empty ones, will have their caps in place and valves tightly closed. Cylinder will always be secured. Cylinders will only be moved by properly trained GenMark Diagnostics, Inc. employees and Licensed Commercial Contractors with an approved cylinder cart and/or dolly. The storage, use and handling of compressed gases at GenMark Diagnostics, Inc., shall be in accordance with the 2013 CFC and the 2013 NFPA 55. 16.9 Corrosive Materials [2013 CFC 5403. 1] The storage and use of corrosive materials in amounts not exceeding the maximum Allowable quantity per control area indicated in the 2013 CFC Section 5003.1 shall be in Accordance with the 2013 CFC Sections 5001, 5003, and 5401. GenMark Diagnostics, Inc., will store and use corrosive materials in quantities below maximum allowable quantities indicated in the 2013 CFC Table 5003.1.1 (2). Corrosive materials will be stored, used GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary {Rev.2) September 29, 2015 Page22 and handled in accordance with the 2013 CFC Sections 5001, 5003, and 5401. 16.10 Cryogenic Fluids [2013 CFC 5501.1] Storage, use and handling of cryogenic fluids shall comply with the 2013 CFC Chapter 55. Cryogenic fluids classified as hazardous materials shall also comply with the general requirements of the 2013 CFC Chapter 50. Partially full containers containing residual cryogenic fluids shall be considered as full containers for the purposes of the controls required. Cryogenic fluid containers in service and in storage within GenMark Diagnostics, Inc. facility will be properly stored in accordance with the 2013 Chapters 50 and 55. Containers, including empty ones, will have their caps in place and valves properly positioned in accordance with manufacturer specifications. Containers will only be moved by properly trained GenMark Diagnostics, Inc. employees and Licensed Commercial Contractors. The storage, use and handling of cryogenic fluids at GenMark Diagnostics, Inc., shall be in accordance with the 2013 CFC and the 2013 NFPA 55. 16.11 Organic Peroxides [2013 CFC 6201] The storage and use of organic peroxides in amounts not exceeding the maximum Allowable quantity per control area indicated in the 2013 CFC Section 5003.1 shall be in accordance with the 2013 CFC Sections 5001, 5003, 6201 and 6203. GenMark Diagnostics, Inc., will store and use organic peroxides in quantities below maximum allowable quantities indicated in the 2013 CFC Table 5003.1.1 (1). Organic Peroxides will be stored, used and handled in accordance with the 2013 CFC Sections 5001, 5003, 6201 and 603. 16.12 Oxidizing Materials [2013 CFC 6303] The storage and use of oxidizing materials in amounts not exceeding the maximum Allowable quantity per control area indicated in the 2013 CFC Section 5003.1 shall be in accordance with the 2013 CFC Sections 5001, 5003, 6301 and 6303. GenMark Diagnostics, Inc., will store and use oxidizing materials in quantities below maximum allowable quantities indicated in the 2013 CFC Table 5003.1.1(1). Oxidizing materials will be stored, used and handled in accordance with the 2013 CFC Sections 5001, 5003, 6301 and 6303. 16.13 Highly Toxic & Toxic Materials [2013 CFC 6303} The indoor storage or use of toxic solids or liquids in amounts not exceeding the Maximum Allowable quantity per control area indicated in the 2013 CFC Table 5003.1.1 (2) shall be in accordance with the 2013 CFC Section 5001, 5003 and 6001. GenMark Diagnostics, Inc., will store and use highly toxic and toxic solids and liquids in quantities below Maximum allowable quantities indicated in the 2013 CFC Table 5003.1.1(2). Toxic materials will be stored, used and handled in accordance with the 2013 CFC Sections 5001, 5003 and 6001. 16.14 Water Reactive Solids and Liquids [2013 CFC 6703] The storage and use of water-reactive solids and liquids in amounts not exceeding the Maximum Allowable Quantity per control area indicated in the 2013 CFC Section 5003.1 shall be in accordance with the 2013 CFC Sections 5001, 5003, 6701 and 6703. GenMark Diagnostics, Inc., will store and use water-reactive materials in quantities below Maximum allowable quantities indicated in the 2013 CFC Table 5003.1.1(1). Oxidizing Materials will be stored, used and handled in accordance with the 2013 CFC Sections 5001, GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) 5003, 6701 and 6703. 16.15 Laboratory Fume Hoods and Building Exhaust and Ventilation and Types of Material Exhausted [2013 CMC Chapter 5] a. Fume Hood Exhaust System Specifications. September 29, 2015 Page23 • Fume Hood Exhaust Duct System shall be designed in accordance with the 2013 California Mechanical Code. • Fume Hood Exhaust System does not convey flammable dusts. • Fume Hood Exhaust Ducting shall be independent and completely separate from Environmental Air Ducts and shall not extend into or through plenums. b. Flammable Gases and Vapors in the Exhaust Systems. Flammable vapor or fumes is the concentration of flammable constituents in air that exceeds twenty-five percent (25%) of its Lower Flammability Limit (LFL). The Fume Hood Exhaust and Ventilation System at GenMark Diagnostics, Inc. will comply with the 2013 California Mechanical Code and the California Energy Commission Standards. Scientists will be trained not to exhaust incompatibles into the ventilation systems. Bench scale laboratory reactions will be performed in the fume hoods at GenMark Diagnostics, Inc. and will be in compliance with the Code of Federal Regulations Volume 29 Part 1910.1450. The storage and use of flammable and combustible liquids and gases in hoods and exhaust ducts will be limited to the smallest amounts needed each day. Concentrations of gases and vapors will be diluted to less than 25% of the Lower Explosive Limit (L. E. L.) for each compound. Therefore, no automatic fire protection systems will be required in the fume hoods or exhaust ducts. c. Corrosive Materials Corrosives will be used in the chemical fume hoods. Corrosives will be neutralized in the chemical experiments and the corrosives will not be exhausted untreated directly into the fume hoods at concentrations that could attack the ducting or accumulate and drip. The corrosives are used in milliliters quantities for pH adjustment and not at original strength nor heated and exhausted untreated where they could attack the ducting. d. Heating The materials being exhausted will not be heated above standard room temperature. Mechanical exhaust will be provided where Class I, II, or Ill liquids are used (in any amount) in Group B, or portions thereof. Under normal operating conditions explosive vapor-air mixtures will not develop in the exhaust system at GenMark Diagnostics, Inc. The majority of the work involving Class I, II, or 111-A flammable liquids will be performed in chemical fume hoods, not in the open laboratories as indicated in Section 10 (Bulking and Dispensing of Hazardous Materials and Wastes) of this technical opinion report. The exhaust ventilation will be sufficient to maintain non-flammable and non-explosive vapor concentrations throughout the entire exhaust duct system. GenMark Diagnostics, Inc. activities will not require elevated temperatures, therefore separate and distinct exhaust systems are not required. e. Calculations to determine necessary CFM required to maintain levels 25% LEL for Class GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) I, II, 111-A Flammable liquids Hoods and Building Exhaust Systems and Types of Material Exhausted September 29, 2015 Page24 Calculations to Determine Required CFM to Maintain Levels <25% LEL for Flammable Liquids The following report contains calculations for the volume of air in cubic feet per minute (CFM) required to dilute flammable liquid vapors to 25% or below their lower explosive limit. These calculations represent a spill scenario in which a one-gallon container of flammable liquid was to shatter in fume hood, releasing the entire contents. The calculations are based on the release being vaporized consistently for a one-hour period. Calculating the Required CFM The following calculations were made to determine the minimum ventilation required to assure that the aforementioned flammable liquids are maintained below 25% of the Lower Explosive Limit. Requirements were based on the cubic feet of air required per gallon of evaporation. The calculation used was taken from 2011 NFPA 86 "Ovens and Furnaces" Method for Determining Solvent Safety Ventilation Rates Section 11.6.8.4. CFM to maintain <25% LEL = 4(~)(SpGr)(l 00-LEL) j . 0.075 VD LEL /60mm Where: 4.0 = Safety Factor to Account for 25% LEL 8.33 = Weight of 1 gallon of water 0.075 = Weight of dry air in 29.9 in. Hg SpGr: Specific gravity VD = Vapor Density LEL = Lower Explosion Limit Table 6.1 is a worst-case scenario in which the CFM calculated was to account for a gallon of flammable liquid being released in a fume hood over a one hour period. GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 25 Table 6.1 Minimum CFM Required to Maintain Flammable Liquids below:25%.Lower: Expl6slve'Liinlt (LEL ft3 at 25% LEUG I 'R~uire'd:CFPi(to maintain below 25% LEL Flammable/Combustible Liquid for one~hour ' ·. . . . ACETONE 8610 143 ACETONITRILE 7951 132 ISOPROPANOL 8255 137 METHANOL 4960 83 The worst case scenario spill for the flammable liquids stored in a fume hood at GenMark Diagnostics, Inc. facility is a one gallon release of ACETONE. To ensure that such a spill be maintained at 25% the lower explosive limit, fume hoods must provide an airflow of a minimum of 143 cubic feet fresh air, per minute. All of GenMark Diagnostics, Inc. fume hoods will exhaust more than 143 CFM. Since the exhaust volumes will be greater than 143 CFM, the duct work is classified as Class 1 or Class 5 Ducts. Table 6.2 below indicates proposed materials to be used within GenMark Diagnostics, Inc. fume hoods located at 2210 Faraday Avenue, Suite 120, Carlsbad California, 92008. ,,.,, Table 6.2 Proposed .Hazardous Materials used within GenMark!Diagnostics; 16c: Fum.e Ho.ods Hazardous Classifications Compatlble/lncoinpatlble with · Hazardous MaterlaUChemlcal other Chemicals listed In Table 6.1 ACETONE FLAMMABLE LIQUID CLASS IC COMPATIBLE ACETONITRILE FLAMMABLE LIQUID CLASS IB COMPATIBLE ISOPROPANOL FLAMMABLE LIQUID CLASS IB COMPATIBLE METHANOL FLAMMABLE LIQUID CLASS IB COMPATIBLE HAZ-WASTE FLAMMABLE LIQUIDS FLAMMABLE LIQUID CLASS IB COMPATIBLE Proposed Hazardous Materials listed above in Table 6.2 are used in different experiments and/or processes within all GenMark Diagnostics, Inc. fume hoods and designated areas located at 2210 Faraday Avenue, Suite 120, Carlsbad California, 92008. 16.16 Sources of Ignition [2013 CFC 5704.2.4] In locations where flammable vapors could be present, precautions will be taken to prevent ignition by eliminating or controlling sources of ignition. Adequate grounding and bonding will be provided to prevent the accumulation of static electricity wherever Class I or II liquids are bulked and/or dispensed. Smoking and open flames will be prohibited in locations where flammable vapors could be present. 16.17 Spill Control, Drainage, Secondary Containment [2013 CFC 5004.2.1, 5004.2.2, & 5004.2.2.1] Carts and trucks transporting liquids shall be capable of containing a spill from the largest single container transported. GenMark Diagnostics, Inc. will never store vessels containing hazardous materials greater than 55 gallons inside facility building. The vessels exceeding 1.1 gallon capacity in the (designated bulking and/or dispensing areas) used for flammable liquids will be equipped with secondary containment. 16.18 Explosion Control [2013 CFC 5005.2.1.2] Explosion control shall be provided in accordance with the 2013 CFC Section 5004.6 when explosive environment can occur because of the characteristics or nature of the hazardous GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page26 materials dispensed or used, or as a result of the dispensing or use process. Flammables, oxidizers, unstable reactive compounds, and water-reactive compounds will be stored in approved explosion proof or flammable liquid cabinets. The explosion controls will be in compliance with the 2013 CFC Sections 911, 5004.6 and 5005.2.1.2. 16.19 Limit Controls [2013 CFC 5005.1.4] Temperature Controls will be maintained in the event of a power failure. Temperature controls will be in compliance with the Code. 16.20 Pressure Controls [2013 CFC 5004.8.2] Stationary tanks and equipment containing hazardous materials that can generate pressure exceeding design limits because of exposure fires or internal reaction shall have some form of construction or other approved means that will relieve excessive internal pressure. The means of pressure relief shall vent to an approved location. The pressure controls for the cryogenic liquid tank will be in compliance with the California Fire Code and all Federal, State and Local regulations. 16.21 Treatment Systems [TITLE 22 CCR CH-12 ARTICLE-1 {66262.10] GenMark Diagnostics, Inc. will properly manage any hazardous waste generated at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008 in accordance with Federal State and Local regulations. 16.22 Protection from Vehicles [2013 CFC 312] GenMark Diagnostics, Inc. will install an 8' (foot) high chain link equipment enclosure equipped with 42" (inch) steel pipe guardrail & swinging gate around the mechanical yard area. GenMark Diagnostics, Inc., will store a 316 gallon diesel generator, compressed gas, and 3000 gallon tank of liquid nitrogen within the mechanical yard enclosure as illustrated on Attachment 2.1. All vehicle impact protection needed will be in compliance with the 2013 CFC 312. 16.23 Employee Training and Response Procedures/Hazard Communication [2013 CFC 406, 2013 CFC 407, and Title 8 CCR §5194] Persons responsible for the operational of areas in which hazardous materials are stored, bulked, dispensed, handled, or used shall be trained initially and annually on the chemical hazards of the materials and the appropriate spill mitigation procedures. The supplied training will be in compliance with 2013 CFC 406, 2013 CFC 407, and Cai/OSHA Title 8 CCR §5194. GenMark Diagnostics, Inc. has provided Cai/OSHA compliant Hazard Communication safety training course and will continue to provide refresher courses every year. The following information is taught to each hazmat employee in the building: In the event of a FIRE: First. notify local fire department by dialing 911 from a landline when possible, versus a mobile phone. Next, if possible, have an employee trained on the proper use of a fire extinguisher extinguish the fire with an ABC fire extinguisher. If the fire cannot be extinguished safely with one extinguisher, evacuate all personnel from the building. SMALL SPILL: Use the emergency spill kits compatible with the spilled materials. Refer to Material Safety Data Sheets (MSDSs) for protective clothing and clean up guidelines. Waste products will be handled and disposed of as hazardous waste. Notify the Fire Department by GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page27 dialing (911) if the spill represents a fire hazard or hazardous materials are released outside of the building. LARGE SPILL: Secure the area and warn others away. Contact Samantha Chua of GenMark Diagnostics, Inc. 760-448-4300 to develop a clean-up plan. Notify the Fire Department by dialing (911) if the spill represents a fire hazard or hazardous materials are released outside of the building. Arrangements will be made with a licensed waste disposal firm for assistance with cleanup and disposal of hazardous wastes. 16.24 Storage of Hazardous Materials [2013 CFC Chapter 50] Hazardous Materials are not stored in quantities greater than the exempt amount for "8, • "A3" and "S-1" Occupancy. Hazardous Materials will not be stored and/or used on second floor of this building within GenMark Diagnostics, Inc. All Hazardous Materials will be stored in (FM) approved and/or (UL) Listed self-closing safety cabinets or containers in accordance with the 2013 CFC. 17. Hazardous Materials Information Summary GenMark Diagnostics, Inc. will store, transport on site, use and handle Hazardous Materials in accordance with the 2013 California Fire Code and all federal, state and local regulations in its facility located at 2210 Faraday Avenue, Suite 120 in the city of Carlsbad California. This hazardous material technical opinion report is based on 2013 CBC Tables 307.1(1) and 307.1(2) and the 2013 CFC Tables 5003.1.1 (1) through 5003.1.1 (4). None of the hazardous materials exceed the Maximum Allowable Quantities (MAQs) for Physical or Health Hazards for storage or use. The report identifies hazardous materials by chemical name and all classifications were based on hazard categories delineated in 2013 CFC Appendix E "Hazard Categories. • Aggregate quantities of each hazardous material and each hazard category have been specified. The aggregate quantity in use and storage shall not exceed the quantity listed for storage. Hazardous Materials have been identified as: in use, open system use, closed system use in accordance with the 2013 CFC. The Hazardous Materials storage, use, and handling at GenMark Diagnostics, Inc. will be in accordance with the 2013 CFC, Federal, State and Local Regulations. I certify that all information contained herein, including the attachments, is true and correct. I have the Authority to act on behalf of GenMark Diagnostics, Inc., relative to matters involved in this Technical Opinion Report. A copy of my Curriculum Vitae (Attachment 3) is attached along with a copy of current certification as a Certified California Fire Code Inspector from National Code Services Association (Attachment 3). Approved: Ricky R. Francis Sr., AS, CCFCI Certified California Fire Code Inspector Occupational Services, Inc. 6397 Nancy Ridge Drive San Diego, CA 92121 Tel: 858-558-6736/Fax: 858-558-67561 www.occserv.com GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) Reviewed and Approved: V. Chad Hansen, MS, CIH, CSP, CPE Director, EH&S Services Occupational Services, Inc. 6397 Nancy Ridge Drive San Diego, CA 92121 Tel: 858-558-6736/Fax: 858-558-67561 www.occserv.com September 29, 2015 Page 28 As a Representative of GenMark Diagnostics, Inc., I certify that I have reviewed and approve all of the information contained herein, including the attachments of this Technical Opinion Report. I act on alf of GenMark Diagnostics, Inc., relative to matters involved in this Techn' I eport. Sa man Senior anager EHS GenMark Diagnostics, Inc. 5964 La Place Court Carlsbad, CA 92008 Tel: 760-448-4300 GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) Attachment 1 (Project Site Vicinity Map) September 29, 2015 Page29 Attachment 1 is a copy of a Vicinity Map Project Site location for the GenMark Diagnostics, Inc. Located at 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. VICINITY MAP 'IO"'IH HOT TO SCALE 2210 Faraday Avenue, Suite 120, Carlsbad CA92008 .. GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) Attachment 1.1 (Facility Site Location) September 29, 2015 Page 30 Attachment 1.1 is a copy of the facility site location for GenMark Diagnostics, Inc. located at 2210 Faraday Avenue, Suite 120, Carlsbad CA 92008 Parking Area commercial BUilding 2200 l"araday Ave Parking Ar1NI Sblglng Area * Not a Part QenMark Not a Part of Diagnostics, Inc. of GenMark 10 Faraday Ave, GenMark -·-iSubi'Hrn h~·- K Parking Area FARADAY AVIiNUii GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) Attachment 2 (First Floor Control Area Plan) September29, 2015 Page 31 Attachment 2 is a copy of the First Floor Control Area Plan and Hazardous Materials storage, handling, bulking and dispensing locations for GenMark Diagnostics, Inc. indicating existing building First Floor Plan Control Area within 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. SheD Space 130 Open Dtlice 121 Shell Space Bllster/LRM 1&1 13& LRM/WIP Sup pRes 16Z ·~=:"'II SheD Space 158 E.PLEX 155 Dry Roam 157 No Hazardous Material is stored or used on Second Floor of this Building GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) September 29, 2015 Page 32 Attachment 2.1 (Mechanical Yard Area Plan) Attachment 2.1 is a copy ofthe outside Mechanical Yard Area Plan for GenMark Diagnostics, Inc. indicating proposed outside Mechanical yard Area Plan Control Area within 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. ID' 11 1 8' Foot high Chain Link Equipment Enclosure with 42" Steel Pipe Guardrail & Swinging Gate 3000Gallon A liquid Nitrogen ~ (LN2) Tank .. ..... . GenMark Diagnostics, Inc. September 29, 2015 Page 33 Technical Report I Hazardous Materials Summary {Rev.2) Attachment 2.2 (Hazardous Materials Facility Site Map Symbols) Attachment 2.2 is a copy of the Facility Hazardous Materials Site Map Symbols Legend for GenMark Diagnostics, Inc. located at 2210 Faraday Avenue, Suite 120, Carlsbad, CA 92008. Hazardous Materials Facility Site Map SYMBOLS y ~~~· D9p!llt!T'""t [l] Comp<KSed GH I MSDS I ~&~eno~ smv ~ S~~= Spnni<*S~m r:nnn::rtlt\-'" cabinet [R] OJ COOlpreise<J cas !£] Emcrgc:rn:y tnrormulicm Fitc Ocpl Kt:'f Box Cvfl~ Bu.lt~eUP13n Cllt.'niiQtllnv•ntQfy & Mt!P> C§J loHWSI Outs~® HlWI!dous llHWSl ln:lldG HOlllln!CUS PrMsunzt<l~k W""oSirll'llqft •N11MoStamt!o ~ !oHMS! OutSl<le Hazar<IOU!. llHMSl ln~Hszar<IOU!. Stm:tgeTl'Vlk !.lstert91s Storage MaterialS S10fll(le ~r--)1 Ul\dotground St~ ' I2EM8J Outside Haz~rdoul IIHMHI lnak!t HIUrdwa Turtk in \!Quit Mot..,a!; Hilll<llmg Mato!n!lls Handlmg UtXk..,9fOUnd Tattl\ ~Elr~l\/!!1& !!li!ISII!l(l AQen!S <£29 ~lon-F'l~e G:t• @ 11\SIJ!aft'(l '~"k <E;> Flanlftta~>~;> LiQ<Jid> <$> Oltl.:r 1-1ea11n Haza<a 0 Hre HV<lmnt <E.? c~~tve ~~!(POlO~ <§> Ct;~ ~~~ ........... 'lllreFen« AAA B= ~ Trod< <$> l.>'>fl>!"'bN~ U~'"'"' <9> R_,.,. 111111111111 <§> O<','.J"O ~ I iqultllld Potr(JI<>um C'~ Rallfoad Ttadt S!r.,lh Rallds Allo)-. <€? l~l<)'illlel" ~ UnstaDle AaiiCilVe ••••• ri ... ____ t~tetlyN~ <EY 1-1Srntn8t)~S01ld <$> \"'alor Heactm ~11tllwlly• !I!IU!II!UIIIPI tndocate L.cM-est <3> PO!to~l!l<)UoiTm:c 0GIIkl<lne 161.f~Floot [fJ H!IZMdous Mato!natoCOOlll('! <8> I'O!Rm '-'<>~ <(3> ~lamm!lbl@ Ge~ [J~~~ M~let1~0Mn: 0 E!oWICI!I Sc!vl<~ 0 Wo\!:1 SINt011' • Ftoor Oratn 0 N!tftlfl'l ('t'l~ Stn.d c.m ® Sewer Comedian I FC I Flammablt Sto~ cabinet 8 Storm Drain GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) EDUCATION Attachment 3 (Curriculum Vitae) Curriculum Vitae for Ricky R. Francis Sr., AS, CCFCI September 29, 2015 Page 34 Associate Science Degree, Environmental Health and Safety Management (EHSM), Cuyamaca College, San Diego, California 2009. PROFESSIONAL TRAINING National Code Services 2014 California Fire Code Inspector Recertification Exam, 2014 National Code Services 2013 California Fire Code Training, 2013 California Fire Prevention Officers 2009 IFC High-Piled Combustible Storage Training, 2012 Confined Space Entry Certification Training Certificate OSHA 29CFR (1910.146) 2004 OSHA 40-Hour HAZWOPER Training, 2004 with Eight Hour HAZWOPER Refresher Training, 2013. US Navy Hazardous Materials Control and Management (HMC&M) Technician, Naval Occupational Safety and Health and Environmental Training, 1995 PROFESSIONAL HISTORY Occupational Services, Inc. (2001 to Present) Hazardous Materials Specialist: Conducts chemical inventories, hazardous materials technical reports and Combustible, Explosive and Dangerous Materials (CEDMA D inspection preparation, providing accurate Chemical Health Hazard, Physical Hazard and Chemical Hazard Classification limits per building control area in accordance with the 2013 California Fire Code and Building Code. Prepares Combustible, Explosive and Dangerous Materials (CEDMA T) reports, state and local Hazardous Materials Business Plans (HMBP). Updates and maintains a Microsoft Access Database Chemical Classification Program of over 200,000 chemicals, and chemical compounds. Accomplishments: Compiles required physical chemical inventories of over 150,000 hazardous/non-hazardous chemicals and chemical compounds. Provides necessary chemical safety Material Safety Data Sheet (MSDS) and/or Safety Data Sheet (SDS) training. Drafted and implemented over 50 Occupational Safety Injury Illness and Prevention Programs (IIPP), Hazardous Material Business Plans (HMBP), California Accidental Release Programs (CaiArp), Industrial User Wastewater Discharge Permits, and Hazardous Material/Toxic Chemical and Controlled Substance Management Reports in accordance with federal, state and local regulations. Naval Air Station North Island. Coronado CA (1994-2001) Aviation Maintenance Department Quality Assurance Chief Petty Officer, and Egress System AM (E) Supervisor. Manages 10 First Class Petty Officers Supervises Maintenance Safety Program for over 750 Squadron personnel during launching, recovering, inspecting, maintenance and servicing of over 20 C-2 Greyhound, and E-2 Hawkeye aircraft. Responsible safety of flight aircraft inspections, investigating accidenUmishaps, analyzing material damage, personal injury accidents and cases of occupational illnesses and injuries. Generate and Submits Aircraft (HMR) Hazardous Material Reports for defective and ineffective C-2/E-2 Aircraft Systems and Subsystems. Conducts quarterly audits and monitors all aircraft organizational level maintenance programs. Compiles statistical data and prepares charts, tables and hazard reports to prevent the occurrence of accidents and defects. Performs risk assessment of hazardous process/conditions identified. Advises the Aircraft Maintenance Officer of methods of control and/or elimination of identified hazards, including various available alternative measures. Aircraft Mechanic performing depot and organizational level maintenance on C-2/E-2 aircraft Propulsion, Air-conditioning, Pressurization, Structural, Flight Control, Hydraulics, and Emergency Systems. GenMark Diagnostics, Inc. Technical Report I Hazardous Materials Summary (Rev.2) Attachment 4 (NCSA Certificate Number CFC0306.13) NCSA Certificate Number CFC0306.13 September 29, 2015 Page 35 Ricky R. Francis Sr., AS, CCFCI: Certified California Fire Code Inspector NATIONAL CODE SERVICES ASSOCIATION, INC. Ricky Renard Francis Sr. Certified California Fire Code Inspector 771e N11riona/ Code Serrices Aasochldon 11trt:11ts that the individufll nlll7lcd on this et:rtiDcare h11s slldslilctodly demomttr:lted knowledge oF the C:Uili:Jmi11 Fire Code by succcssliJJ/y completing the prcscd~ written exsuninadon, b11scd on the 2013 cdidon. Wftn-.rcl by our ha~~d Certqrcat<t No. CI'C0306.J3 Iaued: August 3, 2014 . For the Natiorud Code Servia!S Association City of Carlsbad Valuation Worksheet Building Division Permit No: TOTAL $1,199,436.00 Valuation: $1 '199,436 CFD Comm/Res (C/R): c li1 Yes (PFF=1.82%) li1 No (PFF = 3.5%) Building Fee $3,931.51 Land Use: Plan Check Fee $2,752.06 Density: Strong Motion Fee $252.00 Improve. Area: Green Bldg. Stand. Fee $44.00 Fiscal Year: Green Bldg PC Fee $150.00 Annex. Year: Factor: License Tax/PFF $41,980.26 License Tax/PFF (in CFD) $21,829.74 CREDITS PFF and/or CFD CFD Explanation: 1st hour of Plan Check Fire Expedite Plumbing TBD Mechanical TBD Electrical TBD OFACE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORDID#~--------~~~~~~----------­ PLAN CHECK# bf{d 2..0trli/11"18iJ-170 3 .>1:7 'Z-- Business Name , ~.ws-frt r.v~usiness Contact Clinical Micro Sensors, Inc. D.B.A Genmark .•• Samantha Chua Project Address City State 2210 Farada Ave, Suite 120 Carlsbad CA Mailing Address City State 5964 La Place Court Carlsbad BP DATE Telephone# 760 579-4786 X Zip Code APN# 92008-212-120-55-00 Zip Code 92008 Plan File# CB154309 Project Contact Dean Petersen Applicant E-mail Telephone# Dean esmarino.co 619 238-0361 x The following questions represent the facility's activities, NOT the specific project description. PART 1: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for pro!ects within the Citv of San Diego!: 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. Occupancy Rating: 8 Facility's Square Footage (including proposed project): 24700 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives (!) Compressed Gases (§} Oxidizers a:i}> Cryogenics (JJ Flammable/Combustible Liquids 7. Pyrophorics (1) Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radioactive& (E) Corrosives 14. Other Health Hazards 15. None ofThese. 1. Date Initials 2. 3. 0 CaiARP Required I 4. 181 0 Date Initials 5. 0 181 6. 181 0 0 CaiARP Complete 7. 0 181 I 8. 0 181 Date Initials PART Ill: SAN DIEGO COUNTY AIR P UTION CONTROL DISTRICT (APCDl: The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. For more comprehensive requirements, please contact APCD at apcdcomp@sdcountv.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. YES NO 1. 181 0 Will the project disturb 160 square feet or more of existing building materials? 2. 0 181 Will any load supporting structural members be removed? If yes, contact APCD prior to issuance of a building or demol~ion permit. A notification may be required at least 10 working days prior to commencing demolition. 3. 0 181 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed? 4. 0 181 (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing material? If yes, contact APCD prior to the issuance of a building or demolition permit. A notification may be required at least 10 working days prior to commencing asbestos removal. 5. 181 0 Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or the APCD factsheet {www.sdapcd.org!info/factslpermits.pdf) for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. 6. 0 181 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school bounda ? Briefly describe business activities: Briefly describe proposed project: Biotechnology manufacturing,research & development Tl-mechanical mezzanine and manufacturing space made herein are true and correct. 12 I ID I I~ Date EXEMPT OR NO FURTHER INFORMAnoN REQUIRED RELEASED .I.QI.lti!!!-DING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCD ·;..t.~cj)iri.f1~ APCD COUNTY-HMO APCO -'::.>:-:-v/~ ~ t'EWED ~ Q wOt-r~ . 0 'ri7l!J1~ /. \. ~: / *A stamp in this box 2!!b! exempts businesses from complet~~ardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08115)fr(,t;n,.H C£J!..) County of San 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 0 Battery Manufacturing/Recycling 0 BoatYard 0CarWash 0 Dealership Maintenance/Painting 0 Machine Shop 0 Painting 0 Radiator Shop 0 Rental Yard Equipment 0 Repair/Preventive Maintenance 0 Spray Booth 0 Transportation Services 0 Wrecking/Recycling CHEMICAL HANDLING 0 Agricultural supplier/distributor 0 Chemical Manufacturer 181 Chemical Supplier/Distributor 0 Coatings/Adhesive 0 Compressed Gas Supplier/Distributor 0 Dry Cleaning 0 Fiberglass/Resin Application 0 Gas Station 0 Industrial Laundry 181 Laboratory 181 Laboratory Supplier/Distributor 0 Oil and Fuel Bulk Supply 0 Pesticide Operator/Distributor CHEMICAL HANDLING 0 Photographic Processing 0 Pool Supplies/Maintenance 0 Printing/Blue Printing 0 Road Coatings 0 Swimming Pool 0 Toxic Gas Handler 0 Toxic Gas Manufacturer METAL WORKING 0Anodizing 0 Chemical Milling/Etching 0 Finish-Coating/Painting 0 Flame Spraying 0 Foundry 0 Machine Shop-Drilling/Lathes/Mills 0 Metal Plating 0 Metal Prepping/Chemical Coating 0 Precious Metal Recovery 0 Sand Blasting/Grinding 0 Steel Fabricator 0 Wrought Iron Manufacturing AEROSPACE 0 Aerospace Industry 0 Aircraft Maintenance 0 Aircraft Manufacturing OTHERS AND MISCELLANEOUS 0 Asphalt Plant 181 Biotechnology/Research 0 Chiropractic Office 0 Co-Generation Plant 0 Dental Clinic/Office 0 Dialysis Center 181 Emergency Generator 0 Frozen Food Processing Facility 0 Hazardous Waste Hauler 0 Hospital/Convalescent Home 181 Laboratory/Biological lab 0 Medical Clinic/OffiCe 0 Nitrous Oxide (NO.) Control System 0 Pharmaceuticals 0 Public Utility 0 Refrigeration System 0 Rock Quarry 0 Ship Repair/Construction 0 Telecommunications CeU Site 0 Veterinary Clinic/Hospital 0 Wood/Furniture Manufacturing/Refinishing ELECTRONICS 181 Electronic Assembly/Sub-Assembly 0 Electronic Components Manufacturing 0 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 (HMO) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47-Organic Gas Sterilizers 32 -Acid Chemical Milling 33-Can & Coil Manufacturing 44 -Evaporators, Dryers & Stills Processing Organic Materials 24 -Dry Chemical Mixing & Detergent Spray Towers 35-Bulk Dry Chemicals Storage 55 -Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27 -Coating & Painting 37 -Plasma Arc & Ceramic Deposition Spray Booths 38 -Paint, Stain & Ink Mfg 27 -Printing 27 -Polyester Resin/Fiberglass Operations METALS 18-Metal Melting Devices 19-Oil Quenching & Salt Baths 32 -Hot Dip Galvanizing 39 -Precious Metals Refining ORGANIC COMPOUND MARKETING <GASOLINE. ETC) 25-Gasoline & Alcohol Bulk Plants & Terminals 25 -Intermediate Refuelers 26 -Gasoline & Alcohol Fuel Dispensing COMBUSTION ROCK AND MINERAL 34 -Piston Internal-Combustion Engines 04 -Hot Asphalt Batch Plants 13 -Boilers & Heaters (1 million BTU/hr or larger) 05 -Rock Dnlls 14 -Incinerators & Crematories 06-Screening Operations 15-Bum Out Ovens 07 -Sand Rock & Aggregate Plants 16-Core Ovens 08-Concrete Batch, CTB, Concrete Mixers, Mixers 20 -Gas Turbines, and Turbine Test CeUs & Stands & Silos 48 -Landfill and/or Digester Gas Flares 10 -Brick Manufacturing ELECTRONICS 29 -Automated Soldering 42 -Electronic Component Mfg FOOD 'i2=Fi"sh Canneries 12 -Smoke Houses 50-Coffee Roasters 35-Bulk Flour & Powered Sugar Storage SOLVENT USE 28 -Vapor & Cold Degreasing 30 -Sotvent & Extract Driers 31 -Dry Cleaning Q!tl§! 01 -Abrasive Blasting Equipment 03-Asphalt Roofing Kettles & Tankers 46 -Reverse Osmosis Membrane Mfg 51 -Aqueous Waste Neutralization 11 -Tire Buffers 17 -Brake Debonders 23 -Bulk Grain & Dry Chemical Transfer & Storage 45 -Rubber Mixers 21 -Waste Disposal & Reclamation Units 36 -Grinding Booths & Rooms 40-Asphalt Pavement Heaters 43-Ceramic Slip Casting 41 -Perlite Processing /"ll6 Cooling Towers-Registration Only 91"-Fumigation Operations 56 -WWTP (1 miiHon gal/day or larger) & Pump Station 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 (08/15) County of San Diego -DEH -Hazardous Materials Division City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-26-2016 Plan Check Revision Permit No:PCR16065 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: Applicant: 2210 FARADAY AV CBAD PCR 2121205500 Lot#: 0 $0.00 Construction Type: NEW GENMARK= ENLARGE TRASH/ RECYCLING ENCLOSURE NO OTHER CHANGES Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: DEAN CHRISTIE STE 150 P R E F RESEARCH CENTER L L C 6333 GREENWICH DR SAN DIEGO 92122 858-453-1150 Plan Check Revision Fee Fire Expedited Plan Review Additional Fees Total Fees: $86.00 Inspector: 4370 LA JOLLA VILLAGE DR #640 SAN DIEGO CA 92122 Total Payments To Date: FINAL APPROVAL Date: $86.00 $0.00 $0.00 $86.00 Balance Due: Clearance: ISSUED 04/08/2016 LSM 04/26/2016 04/26/2016 $0.00 NOTlCE: A~ take NOTICE that approval rJ ]Wr prqect includes the "lfllXJSitioo" r:J fees, decications, reservatiO'lS, cr other exadi01S hereafter oollectively referred to as "feesfexac.ti01S." You have 00 days from the date this penrit INa5 issued to protest ifllXJSitioo rJ these feesfexac.tiO'lS. If you protest them, JW rrust fdiONthe protest JYOC,eCires set forth in C?overrrrent O:Jde Sectioo 60020(a), ard file the protest and any other req..ired infonratioo v.ith the Oty M3nager fcr processing in acxxJI'darce v.ith Calsbad 1\t\Jnidpal O:Jde Sectioo 3.32.030. Failure to tirrely fdiON that procedJre v.ill bar any subsecpJent legal actioo to attack, review, set aside, void, cr annul their ifllXJSition. You are hereby FlRTl-ER NOTlFIED that ya.r rig,! to protest the specified feesfexadi01S OOES NOT APPL. Y to water ard seNer oonnec:tioo fees and capacity dlanges, ncr planning, IDling, gmng cr other simla-applicatioo processing cr servioo fees in connectioo v.ith this prqect. ~ OOES IT APPL. Y to any fees/exactions rJ IMlidl vou have oreviousiv been aiven a NOTlCE simlar to this. cr as to 'Atlidl the statute r:J !irritations has oreviousiv otherv.ise exoired. (City of Carlsbad PLAN CHECK REVISION APPLICATION B-15 -- Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. PeR. ((a 1) (o-:J Original Plan Check No. CB 15 4309 ProjectAddress 2210 Faraday Avenue Date Contact McFarlane Architects Ph (858) 453-1150 Fax (858) 453-1911 Email djc@mcfarlanearchitects.com Contact Address 6333 Greenwich Dr. Suite 150 City San Diego Zip 92122 General Scope of Work Enlarge an existing exterior trash/recycling enclosure on site. Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised: IZI Plans 0 Calculations D Soils D Energy D Other 2. 3. Describe revisions In detail Ust page(sJ where each revision is shown Enlarge the existing on site building common trash I recycling A1.0, enclosure to allow more space for bins and greater capacity. A1.1, See Sheets indicated and clouded with Revision 8. A 1.3 (New sheet The enlarged enclosure will be built in the same location as the added per this existing one and will NOT impact, change or reduce the parking count PCR), on site. There is no change to the curbs, paving or site drainage in this A9.4, area. The site enclosure will be constructed of compatible materials S7 and finishes to match the existing character of the building and site. An accessible curb ramp will be installed as part of this work, to provide access to the trash/recycling that currently does not exist. There is no change to the remainder of the project, no added floor area or impacts to the existing building under this change. There is no interior work under this change. 5. 6. 7. 8 . Does this revision, in any way, alter the exterior of the project? 0 Yes Does this revision add ANY new floor areafs)7 0 Yes 0No Does this revision affect any fire related issues? 0 Yes [ZJNo ..@S'Signature · Y't?Vi3 4. Ust revised sheets that replace existing sheets T1.0 (Drawing Index) A1.0 Overall Site Plan; A 1 .1 Enlarged Site Plan; A 1 .3 Enlarged Site Plan; A9.4 Site Details; S7 Foundation Details 0No 1635 Faraday Avenue, Carlsbad, CA 92 . fb: 76()..602-2719 fax: 76()..602-8558 £malt building@carlsbadca.gov www.carisbadca.gov EsGil Corporation In (partnersliip witli qovernment for (]Jui{rfina Safety DATE: 04/19/2016 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 15-4309 (PCR16065) SET: I Rev. I PROJECT ADDRESS: 2210 Faraday Ave. Suite 120 PROJECT NAME: Enlarge Trash Enclosure, GenMark Dx CJ APPLICANT CJ JURIS. CJ PLAN REVIEWER CJ FILE I:8J The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: C8J EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person D REMARKS: By: Dwight Ashman Enclosures: EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 04/12/2016 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 15-4309 (PCR16065) 04/19/2016 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad (PCR16065) PLAN CHECK NO.: 15-4309 PREPARED BY: Dwight Ashman DATE: 04/19/2016 BUILDING ADDRESS: 2210 Faraday Ave. Suite 120 BUILDING OCCUPANCY: B/Fl/Sl BUILDING AREA Valuation PORTION (Sq. Ft.) Multiplier Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance =:iJ Plan Check Fee by Ordinance •I Type of Review: 0 Complete Review 0 Repetitive Fee •-~Repeats * Based on hourly rate Comments: 0 Other 0 Hourly EsGil Fee Reg. VALUE Mod. 0 Structural Only 11Hr.@ * ======$8=6=.0:0 ($) $86.001 Sheet 1 of 1 macvalue.doc + PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 04-20-2016 PROJECT NAME: GENMARK OX T.l. REFUSE BIN ENCLOSURE PROJECT ID: CB15-4309 APN: 212-120-55 PLAN CHECK NO: PCR16-65 SET#: 2 ADDRESS: 2210 FARADAY AVE. VALUATION: SCOPE OF WORK: EXPAND EXISTING REFUSE BIN ENCLOSURE. D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes No X 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: DJC@MCFARLANEARCHITECHS.COM To determine status by one of the divisions listed below, please contact 760-602-2719. Linda Ontiveros 760-602-2773 VaiRay Nelson 760-602-27 41 VaiRay.Marshall@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Domin 760-602-4664 Remarks: DRAIN DOWNSTREAM FROM TRASH ENCLOSURE TO HAVE FILTER ELEMENT. APPLICANT WILL SLIP SHEET DETAILS INTO OWNER & BUILDER SETS. «~~'\ ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov DATE: 4/11/2016 PROJECT NAME: ENLARGE EXISTING TRASH ENCLOSURE PROJECT ID: PLAN CHECK NO: PCR16065 SET#: 1 ADDRESS: 2210 FARADAY AV APN: [gj This plan check review is complete and has been APPROVED by the PLANNING Division. By: VERONICA MORONES A Final Inspection by the PLANNING Division is required 0 Yes IX! No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: djc@mcfarlanearchitects.com For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING ENGINEERING FIRE PREVENTION 760-602-4610 760-602-2750 760-602-.4665 D Chris Sexton D Chris Glassen D Greg Ryan 760-602-4624 " 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christouher.Giassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D VaiRay Marshall D Cindy Wong 760-602-467 5 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gov VaiRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ~ Veronica Morones D Linda Ontiveros D Dominic Fieri 760-602-4619 760-602-2773 760-602-4664 Veronica.Mgrones@carlsbadca.gov linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: ENLARGE EXISTING EXTERIOR TRASH/RECYCLING ENCLOSURE. PCR STATES NO CHANGE IN: PARKING; FLOOR AREA; EXISTING BLDG; INTERIOR WORK. ENCLOSURE TO STAY IN EXISTING LOCATION. PLANS SHOW 6' MAXIMUM WAll HEIGHT FOR ENCLOSURE, MADE OF MATERIALS COMPATIBLE WITH SP 180. Structural Engineers Calculations for 15176A GenMark Diagnostics Trash Enclosure 2210 Faraday, Suite 150 Carlsbad, CA 92008 McFarlane Architects 6333 Greenwich Drive, Suite 150 San Diego, CA 92122 Phone: 858-453-1150 Sheet No. Project: Genmark • Tl Trash Enclosure GSSI No. 15176C. Engr: O.Gonzalez Date: 3/28/2016 Typical Cantilevered Concrete Block Wall ( 2013 CBC) Wall Design @ trash enclosure CBCorDSA? = CBC Trellis load .. ht. of trellis above wall Wall ht.,h = 7.3 ft. Wall,t = 8 in. Trellis size, 12 x17 0.01 0 ... teff = 7.63 in. Roofwt = 0.01 psf ... Wallwt. = 92 psf Wt. of trellis framing = = 0 lbs Sos = 0.76 g ... Trellis lateral load to top of v = 0 lbs Sot = 0.44 g wu ... h WaH length = 12 ft. Rp = 2.5 ... load to top of walllft, Vtrelli = 0 lbs ... I, Importance Fa = 1.0 ht of trellis above wall. = 1.5 ft. ... C.= SDS/(Rp/1) = 0.31 WaURKWnentatbase = 0 ft-lbs Cs,min. = 0.03 ... Cs,min. = if(S1>.6g, Cs=.8*S1/(RII-Stucco face? = Yes Cs/1.4, max. = 0.22 Stucco on one or two sides = one F,=C.*Wp = 20 psf 1r+ Stucco wt. 10 psf Foundation Design Mwall 539 TotaiMwall = 385 ft-lbs (Mwall +Mtrellis) Soil Bearing Cap = 1500 psf Vert Reinf. = #5 rc = 3000 psi Rebar spacing = 24 inches ole Footing Thickness, FT = 14 inches d = 3.8 inches Footing Width, B = 2.75 feet pn = 0.087 OTM, w*h*(h/2+FT)+ trell = 710 ft-lbs k = 0.340 OTM* 1.5 = 1065 ft-lbs j = 0.887 Resisting Moment, RM = Mmas = 1441 ft-lbs > 385 Mwall, Okay Wall, wt*ht. +trellis = 674 lbs. Ms = 1394 ft-lbs > 385 Mwall, Okay Footing, 150*FT*B = 481 lbs. No. of Horiz Rail = 1 Total Fence Wt,Waii+Ftg. = 1156 lbs. Horiz. Reinf. = #4 RM, TFWt*B/2 = 1589 ft-lbs > OTM * FS, Okay Horiz. Spacing = 24 inches ole a=(RM-OTM)/Total Wt = 0.76 ft Ok, in mid half of B Steel Ratios 3*a = 2.3 < B p_v = 0.0016 > .0007, Okay e=B/2-a = 0.6 ft. p_h = 0.0011 > .0007, Okay q, if3*a < B = 1013 psf < q,allow, Okay 0.0027 > .002, Okay f'm = 1500 psi fy = 60,000 psi q 1, Soil Pressure q 1 = 402 psf Es, steel = 29,000 k/in-'2 q2, Soil Pressure q2 = 611 psf Em, mas. = 1 , 125 klin"2 Moment Footing, Mfootin = 600 ft-lbs n =E./Em = 25.8 MuFootlng, Mfooting*1.4 = 840 ft-lbs Effective depth, Footing = 10.5 inches ~all thickness = 8 in. Ku, Mu*12/(phl*bd"2) = 6 psi ~ert. Relnf. = #5@ 24 in. ole p,pFooting = 0.0001 ~oriz. relnf. = 1 #4@ 24 in. ole As, min @ waii,AsFootint = 0.02 in"2 per foot required Rebar size, Footing Rein = #4 As,FootlngSteel = 0.10 in"2 per foot Vertical reinforement = 71.0 inches ole 85583032.xlsx CB154309 2210 FARADAYAV 120 GENMARK: 24,720 Tl II WORK 1,496 SF NEW EXTERIOR EQUIPMENT YARD AT ........... _...~·-...... ~-·- r/; : ~ I , ,7 6-; r-ro ?1/170 / LDE / ,, E~c-., ~ '.v-F, /2£ : w(eet!(' $ ~;--:J-I~c.. ;1?11 r:.yri ;-7/t/tJ-tdn; docs S<'-v!-vf, 66rL. . . -?CO~ ~ 'J(t.AM<:--fv /1 £E bz /1-7' :C f,/(e_ . g. I> i" ~ 1 f::_ tJJG¢/r..B. j'PzJ;t:JD)oJo~(_ ~~cs ;IJ v{;/de...__ \ z~ILI-IS PICifl iDA~~ iZ -l-1-IS' C~C5f::c tJd-{01\\,o ~ 'J!-~ ~ §/ ~~<-uJjwCUJ.-c_cu_LS V2rlllo ~ 1 @__'fc 2-C\-~(.Q 0\>..J\ w =m.. -m u~(~J, ~ l\L eFC..- ~ ~~li'P' Art /0 I 3{q{lU .=r.. Final Inspection required by: 0 Plan 0 CM&I 0 Fire 0 SW Jr: Lf GL5 ~~SUED Jocv. Approved Date By BUILDING 2.. /t:;./b &T PLANNING I /'J...)J; /ll.D VH ENGINEERING -IZ-2J-15 _VtJ FIRE Expedite?{ Y _)J UIZJQ._~ IZ. -\1-<(:::) I'2Jv\ DIGITAL FILES Required? y N / HazMat iZ/!1/1) APCD Health FormsjFees Sent Rec'd Due? By Encina I 2--8'-f f y N Fire y N HazHealthAPCD 12..·1 ·15 y N PE&M {_2 • f'". I,\ y N School y N Sewer y N Stormwater {2_ .. i1.t.i] y N Special Inspection y N CFD: y N Land Use: Density: lmpArea: FY: Annex: Factor: PFF: y N Comments Date Date Dille Date Building 12./2-VIS"" 2-'-\ -\(J) Planning 12-ro-Vo Engineering Fire Need? D Done DOone DOone DOone