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2841 LOKER AVE E; ; CB162459; Permit
Print Date: 07/26/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2841 Loker Av East BLDG-Commercial 2090831400 $369,445.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial Permit Permit No: CB162459 www.c;arlsbadca.gov Work Class: Tenant Improvement Status: Closed -Finaled Lot#: Applied: 06/22/2016 Reference #: Issued: 08/30/2016 Construction Type: Fina led: Bathrooms: Inspector: PYork Orig. Plan Check#: Plan Check#: Description: Tl -IN DUST ARGONAUT-NEW CLEAN ROOM & 2 WALK-J.N COOLERS" 8070 SF -ALL WITHIN EXISTING INTERIOR SPACE Applicant: ELAM MAGGETTI 3160 Camino Del Rio S, 207 San Diego, CA 92108-3813 \)19-624-0521 Total Fees: Owner: TRUST GORDON AND PHYLLIS.KINTER VIVOS HARRIS TRUST 2500 6Th Ave, 8 San Diego, CA 92103-6628 Total Payments To Date: Balance Due: Please take NOTICE that approval of your project in dudes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. Jf you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal·action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED tharyounight to.protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this projec;t. NOR DOESJT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise.expired. City of Carlsbad 08-30-2016 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB162459 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2841 LOKER AV EAST CBAD Tl Sub Type: INDUST Lot#: 0 Construction Type: NEW Reference# 2090831400 $369,445.00 ARGONAUT-NEW CLEAN ROOM Status: ISSUED Applied: 06/22/2016 Entered By: RMA Plan Approved: 08/30/2016 Issued: 08/30/2016 Inspect Area Plan Check #: & 2 WALK-IN COOLERS -8070 SF -ALL WITHIN EXISTING INTERIOR SPACE Owner: MAGGETTI ELAM STE 207 HARRIS GORDON L&PHYLLIS KINTER VIVOS TRUST 05-1 3160 CAMINO DELRIO SAN DIEGO CA 92108 619 624-0521 Building Permit Add'I Building Permit Fee Plan Check Add'I Building Permit Fee Plan Check Discount Strong Mo.tion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'! Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $1,584.56 $0,00 $1,109.19 $0.00 $0.00 $103.44 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $86.00 $0.00 $0.00 $0.00 $15.00 $565.00 2500 6TH AVE #8 SAN DIEGO CA 92103 Meter Size Add'! Reel. Water Con. Fee Meter Fee SDCWAFee CFO 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 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $67.00 $251.00 $90.91 $0.00 $0.00 $0.00 $0.00 ?? ?? $3,872.10 Total Fees: $3,872.10 Total Payments To Date: $3,872.10 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: Clearance: _____ _ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in 11ccordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their irriposftion. You are her~by FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water .and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application-processing or service fees in connection with this project NOR DOES IT APPLY to any fe s/exacti n of whf h hav . r vi I n iven N Tl E imilar hi r as which the tatute of limitations has reviousl otherwise ex ired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANC.E: 0PLANNING 0ENGINEERING CCityof Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760.602-8558 email: building@carlsbadca.gov www.cartsbadca.gov SUITE#/SPACE#/UNIT# #BATHROPMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(sJ /'J<2.JJ.l c.:le~~ .·~ ,~ (2; ~\le--~ c.p~l~t U}(ffffM fXl.ff!IIJ J/J,#l CJ BUILDING EXISTING USE PATIOS (SF) DECKS·(SF) PROPERTY OWNER NAME ADDRESS CITY PHONE EMAIL DFIRE DHEALTH 0 HAZMAT/APCD SWPPP CONSTR. lYPE OCC. GROUP AIR CONDITIONING FIRE SPRINKLERS YES0No0 YEsONoO L-P STATE ZIP FAX (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve,.ileinolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement ttiat he is licensed pursuant to the provisions of the .Contractor's License Law /Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code}· or that he is exempt therefrom, and the t;>asis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil P.enalty of not more than Jive hundred dollars {$5001)_. . Workers' Compensation Declaration: I hereby affirm under penalty of pelju,y one of the following declarations: . ~ and will _maintain a certificate of consent to self-Insure for 'Mllilers' compensation as provided by Section 3700 of the Labor Code, for the performance of the wolil for which this permit is issued . . .-E:J I have and will maintain workers' compensation, as reQuired by Section 3700 of the L~bor Cod,-~rman~ of !fie ~Iii for whic)l this pe~t is issued. My wo~e~· compensation in uran e carrier and policy number are: Insurance Co .. l.JC, ss I 5'3.73 [.oo ., . ~. Policy ~o. t\~er.,4-,,, 2 ..,J nt h . Expiration Date O I 2-c I ]1!1§, section need not be completed if the permit is for one hundred dollars ($1 oil) or less. LJ Certificate of Exemption: I certify that in the performance of the wolil for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Walkers' Compensation Laws of California: WARNING: Failure to.secure workers' compensation coverage is unlawful,.and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), In \ f addition to the cost of compensation, mages as provided for In Section·3706 of the Labor code, interest and attorney's fees. \.._,: ,H$ CONTRACTOR SIGNATURE [,J;~~1&J~((it~'t}ic1jm'c'J:!1~;~:~·~·-,.;~ ; . .,··~Jif ;· :-: :,:1;;{ ;; :_~·:, ,\:;;·~·.•···-- I hereby affirm that I am exempt from Cbntraclol's Ucense Law for the following reason: D· I, as owner of the property or my employees with wages as their sole compensation·, will do the wolil and the structure is not intended or offered for sale {Sec. 7044, Business and Professions Code: The Contractor's · Llqense Law does not apply to an owner of property who builds or improves thereon, and who does such wolil himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property. who builds or improves thtlreon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D ·I am exempt under Section ____ Busine~ and Professions Code for this reason: 1. I personally plan to provide the major labqr and materials for construction of the p19posed property improvement. 0Yes 0No 2. I (have/ have not) signed an application for a building permit for the proposed 'Mllil. 3. I have contracted with the following person (firm) to provide the proposed construction (include·name address/ phone/ contractors' license number): 4. I plan to provide portions of the 'Mllil, but I have hired the following person to coordinate, supervise and provide the major wolil (include name 1 address/ phone/ contractors' license number): 5. I will provide some of the wolil, but I have contracted (hired) the following persons to provide the 'Mllil indicated (include name/ address/ phone/ type of wolil}: .fi:S PROPERTY OWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Secfions 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? · Yes :No Is the applicant or future building oc,;upant required to obtain a permit from the air pollution control. district or air q~ality management district? • Yes ' No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? ' :Yes ':··;No IF ANY OF THE ANSWERS ARE YES, A·FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS·MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY'SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address - I certify th at I have read the application and state that the above information Is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property.bf' inspecfion purposes. I ALSO AGREE T_O SA VE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demollton or construction of structures over 3 stories in height EXPIRATION: Every permit issued by the Building Ofocial under the provisons of this Code shall expire by limitation and become null and void if lhe building or \\IJrk authorized by such permit is not commenced 1"11hin 180 days from the date of such permit or if the building or\\lJrk authorized by such P(lrmit is suspended or abandoned at any time after the \\IJrk is commenced for a peliod of 180 days (Section 106.4.4 Uniform Building Code) . ...@S" APPLICANT'S SIGNATURE DATE • • ·'·.,-.:;,.s,,~· STOP: THIS SECTION·NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. CERTIFICATE OF OCCUPANCY !Commercial Projects on I y I Fair(760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City qfCarlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008. CO#: (Office Use Only) CONTACT NAME . ~, OCCUPANT NAME ,. ADDRESS '• 'BUILDING ADDRESS CITY STATE ,, ZIP CITY STATE ZIP ,. ,. Carlsbad CA PHONE I FAX .. EMAIL ·' ·' OCCUPANT'S BUS. LIC. No. ,', '•' '., ,. '" ., DELIVERY OPTIONS , PICK UI': CONTACT (Listed above) 9CCUPANT (Listed above) CONTRACTOR (On Pg. 1) ASSOCIATED CB# · · · ,MAIL TO: CONTACT (Listed above) OCCUPANT (Listed above) CONTRACTOR (On Pg. 1) NO CHANGE IN USE/ NO CONSTRUCTION MAil/ FAX TO OTHER: CHANGEOF USE/ NO CONSTRUCTION ,,,. L APPLICANT'S,SIG~ATURE '• '• DATE ,, ... Permit Type: BLDG-Commercial Application Date: 06/22/2016 Owner: Work Class: Tenant Improvement Issue. Date: 08/30/2016 Subdivision: Status: Closed -Finaled Expiration Date: 08/09/2017 Address: Scheduled Actual Date Start Date 02/10/2017 02/10/2017 03/21/2017 03/21/2017 .J 03/28/2017 03/28/2017 07/20/2017 07/20/2017 July 26, 2017 IVRNurnber: 715391 Inspection Type Inspection No. BLDG-12 Steel/Bond 013463-2017 Beam Checklist lt~m BLDG-Building Deficiency BLDG-Final 017087-2017 Inspection Chec.klist Item BLDG-Building Deficiency BLDG-Plumbing Filial BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-Fire Final 017605-2017 Checklist Item FIRE-·Building Final BLDG-Fire Final 019285-2017 Checklist Item FIRE-Building Final Inspection Status Primary Inspector Passed Paul York COMMENTS Failed-Construction Paul York Change Needed COl:,JIMENTS Partial Pass ·Dominic Fieri COMMENTS Building sighed off by Cindy Wong. Generator needed signage and fire extinguisher, keys if looked Passed Dominic Fieri COMMENTS Building sighed off by Cindy Wong. -PER DF, GENERATOR INSP PASSED Generator needed signage and fire extinguisher, keys if looked TRUST GORDON AND PHYLLIS K INTER VIVOS HARRIS TRUST PARCEL MAP NO 15562 2841 Loker Av East Carlsbad, CA 92008 Reinspection Complete Complete Passed No Reinspection , Complete Passed No No No No No Reinspection Incomplete Passed No Complete Passed Yes Page 2 of 2 Inspection History: 08/31/2016: 14-BLDG-F_rame/Steel/Bolting/Welding Partial App~oval Completed By PY roof re- inforcement; 09/22/2016: 14-BLDG-Frame/Steel/Bolting/Welding Partial Approval Completed By PY; 10/18/2016: 14-BLDG-Prame/Steel/Bolting/Welding Approval Completed By PY; ,~ 10/28/2016: 14-BLDG-P.:rame/Steel/Bolting/Welding Not Ready For lnsp Completed By PB; 09/30/2016: 15-BLDG-Roof/Reroof Approval Completed By AEK; 09/01/2016: 21-BLDG-Und·erground/Under Floor Approval Completed By PY; 10/14/2016: 24-BLDG-Rough/Topout Partial Approval Completed By AEK WASTE AND WATER AT WASHROOM; 10/12/2016: 34-BLDG-Rough Electric Partial Approval Completed By AEK CONDUIT RUNS; 09/15/2016:-44-BLDG-Rough/Ducts/Dampers Partial Approval Completed By PY; 10/25/2016: 44-BL'DG-Rough/Ducts/Dampers Approval Completed By PY; 10/18/2016: 85-BLDG-T-Bar Partial Approval Completed By PY I Permit Type: BLDG-Commercial Application Date: 06/22/2016 Owner: TRUST GORDON AND PHYLLIS K INTER VIVOS HARRIS TRUST Work Olass: Tenant Improvement Status: Closed -Finaled Scheduled Date Actual Start Date Inspection Type Issue Date: Expiration Date: IVRNumber: 08/30/2016 08/09/2017 715391 Subdivision: PARCEL MAP NO 15562 Address: 2841 Loker Av East Carlsbad, CA 92008 Inspection No. Inspection Status Primary Inspector Re inspection Complete ------~---------------------------------------·-;.;·----·----------- 04/11/2017 12/14/2016 12/14/2016 12/19/2016 12/19/2016 01/09/2017 ·01/09/2017 01/27/2017 01/27/2017 01/30/2017 ·01/30/2017 02/06/2017 02/06/~017 July 2,6, 2017 BLDG-Final Inspection 029842-2017 Ch~cklist Jtem BLpG.Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG~Structural Final BLDG-Electrical Final BLDG-11 Foundation/FtgiPier s (Rebar) 005381-2016 Checklist Item BLDG-Building Deficiency BLDG-1.1 Foundatlon/Ftg/ Pier s (Rebar)· 006126-2016 ,· BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 008577-2017 Cl,lec;klist Item BLDG-Building Deficiency BLDG-Plumbing Final ,BLDG-Mechanical·Final BLDG-Structural Final BLDG-Electrical Final BLDG-31 Underground/Condu it-Wiring· 011574-2017 Checklist Item BLDG-Building Deficiency BLDG-11 Foundation/Ftg/Pier s (Rebar) 01183702017 Checklist Item BLDG-Building Deficiency BLD,G-66 Grout 012711 •2017 Checklist item BLDG-Bujlding Deficiency Passed Paul York COMMENTS Partial Pass Paul York . COMMENTS Passed Paul York COMMENTS Failed-Construction Paul York Change Needed COMI\IIENTS Partial Pass Paul York <;::OMMENTS Passed Paul York COMMENTS Passed Paul York Ct;)MMENTS Passed No No No No No Reinspection Passed No Passed No Reinspection Passed No No No No No Reinspection Passed No Passed No Passed No Complete Incomplete Complete Complete Incomplete Complete Complete Page 1 of 2 City of Carlsbad 16~2459 7/1/16 & /,.~'i >;·!,.._ •ii,'. '<~ CITY OF CARLSBAD S-PECIAL INSPECTION AGREEMENT .B-45 Develo!Jment Services Building Division 1635 Faraday Avenl!e 760-602-2719 W\'J~.t.'.cadsbadca.gov In accordance with Chapter· 17 of the California Building Code tlle following must be completed wnen worK being performed requires special inspection, structural .observation and construction material testlng. 'rojecl/Perrnit: ~OA ..... -1-Cldoofl) Project Address· ;l,&-<( ( Laku /{,,L_ [ t:,ist c,i: t:4 fj.. 0 I {I A. THIS SECTION MUST BE COMPLETED BYTHE PROPERTY OWNER/AUTHORIZED AGENT. Please check ii you are Owr.er-2u1lder ::J. (If you checked as owner-builder you must also complete Section B of this agreement) Name iP!easeprintL $u b-'-<'-'----~-----.c.._· --------""---'--·',''-""'-j-'~'--------~c WJ) Mz11rng Address_,2-:.P"L(/ /._.al~ r /1ve... E t:_-.,,,£-tdt-cl {,'(t: f2C/O __ .. ----~--·- Ernair:_)2~: b_,,_:::.f_f&:._aj¢..~SP·-+A ,' · Co,...._.., --·-···· Phone .•. (.}:._f"ff:..)_ .JZ_pf..)l:.[.£:;? e.,..f-?CJ .J I am: OProperty Own;,r ~operty Owner's Agent of-Record OArchitect of Record OEngineer of Record state of Cafifornia Registration Numbe · Expiration Date· _______ _ AGREEMENT, l, !he undersigned, declare under penalty of perjury under the laws of the State of C3lifornia, U1a1 I i1ave read understanc<, acknowledge and promise to comply with the City of Carlsbad requir.ements for special inspections, structura1 bb5eivaf/ons, construction materials testing and oif-site fabrication of building components, as prescribecl in the s1aterr1ent of Sp':ciaf inspections noted on the approved plans and, as required by the California Bwlding Code. Signature Ji1i: c;;./1.._ ba1e: _2:_{) ,:r;:,._J ,._,. fJ. 0 I fr, 7 8 .. CONTRACTOR'S ST AT EM ENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706), Tl1is section mus! t,~ cornpleied by the conlrar;tor ! builder f owner-bullc!er. Contr-actor'sCompany Narne. Crew Builders Inc. ------Please che::k if yCJJ ere o,mer-Bui!der a ~Jame· (Pfeaseprint) Jon .Ar9-!l~.r ____________________ , .......... -.... ------·-·---· .. . 6191 cb'rnerstone Court 'ste 101, San Diego~·'tA 92121 Ma1hng Aoi:Jress; ___________ ........ ______ 1 • _________________ _ Email' jon@crewbuilders.com -·-··--·-·--·---·--Phone. 619 587 2033 St t . C f'f ' r-t t r' L'--N b 7 5.:-:2.1128 c . t· 0-· 04/30/2017 a e 01 a I orrna ~on rac o s 1<.,ense I um er:-L.: t,.,=i;,_,, ___ ,-___ ·----;::xp1ra 1011 are. ----·-----·-··-·-----· I acknowledge amJ, am aware, of special requirements contained in !he statement of spacial 1r1s1:.;ct1ons not&o on the approved plans; I acknowledge that control will be exercised to obtain conformance wilh the construction documents approved by 1he building official I wilt have in-place procedures for exercislng control with"in our (the contractor's) organization, for the method and freq1Jencyuf repcrling and the distribution of the. reports; and t ce1tify tilal f w1i1 t1ave a qualified person within our (the caniractor's) organization to exemise such control. I wilr provide a final report I letter in complianco with CBC-Section 1704.1.2 prior ta raquestinq final ~ Si9na!ure·,_ ....... ___ ... GJ-~-..:_~ ---·· ________ Date· _7.25.2016 ____ _ Page.1 or1 ~ ~ .~ RECORD COPY -«~'» ~ CITY OF CB162459 2841 LOKER AV EAST ARGONAUT-NEW CLEAN ROOM CARLSBAD Building Division INSPECTION RECORD & 2 WALK-IN COOLERS -8070 SF -ALL WITHIN EXISTIN_G INTERIOR SPACE Tl INDUST 0 INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB Lot#: MAGGETTI ELAM 0 CALL BEFORE 3.:30 pm FOR NEXTWORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 -owNE:l~Y NAME 'Required Prior to Request:ing Building Final If Checked YES X Planning/Landscape 7 60-944-8463 Allow 48 hours )( CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm >< Fire Prevention 7 60-602-4660 Allow 48·hours Type of Inspection . Type of Inspection CODE:# BUILDING Date . Inspector CODE: # ELECTRICAL Date Inspector #11 FOUNDATION #31 D ELECTRIC UNDERGROUND DUFER #12 REINF0R~ED STEEL #34 ROUGH ELECTRIC #66 MASONRY PRE GROUT / #33 0 .ELECTRIC SERVICE O TEMPORARY D GROUT D WALL DRAINS .f'z. #35 PHOTO VOLTAIC #10 TILTPANE_LS #39 FINAL #11 POUR STRIPS CODE:# MECHANICAL '#11 C0LUMl'l FOOTINGS #41 UNDERGROUND DUCTS & PIPING #14 SUBFRAME D FLOOR D CEILll'lG #44 0 DUCT & PLENUM O REF. PIPING #15 ROOF SHEATHING #43 HEAT-AIR COND. SYSTEMS #13 EXT. SHEAR.PANELS #49 FINAL #16 INSULATIOl'l CODE:# COMBO INSPECTION #18 EXTERIOR LATH 4f81 UNDERGROUND (11,12,21,31) #17 INTERIOR LATH & DRYWALL #82 YWALL,EXTLATH, GAS TES (17,18,23) #51 POOLEXCA/STEEL/BOND/FENCE #83 ROOF SH EATING, EXT SHEAR (13,15) #55 PREPLAST~R/FI NAL 4!84 FRAME ROUGH COMBO (14,24,34,44) T-Bar (14,24,34,44) FINAL OCCUPANCY (19,29,39,49) D SEWER & BL/CO. D PL/CO #21 UNDERGROUND DWASTE D WTR #24 TOP OUT DWASTE DWTR A/S UNDERGROUND VISUAL #27 :rue & SHOWER PAN A/S UNDERGROUND HYDRO #23 D GAS TEST OGAS PIPING A/$ UNDERGROUND FLUSH #25 WATER H'EATER A/S OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC A/SFINAL F / A ROUGH-IN F/AFINAL FOLL()W UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #605 NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM FINAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL GAS FINAL REV 10/2012 SEE BACK FOR SPECIAL NOTES Section 5416. Health and Safety Code, State of California (a) There shall be not less. than one water closet for. each 20 employees or fractional part thereof working at a construction job site. The water closet shall consist of a patented chemical type toilet. (b) For the purpose of this section the term construction site shall mean the location on which actual construction of a building is in progress. · (c) A violation of this section shall constitute a misdemeanor. All construction or work for which a permit is required shall be subject to inspection and all such construction or work shall remain accessible and exposed for inspection purposes until approved by the inspector. Work shall not be done beyond the point indicated in each successive inspection IJl{ithout first obtaining the approval of the inspector. DATE .. -ADDltlONAL NOTES .. / City ofCarfsbad 16-245.9 PCRl.6-207 11/8/16 £ ~ ~C.ITY OF CARLSBAD ·SPE:CIAJ;. IN$PEtIION AG.IRJ=.~ME;NT a.~, D.e,v.elgpment Se.rvlaes . . B.Yitifii!fJ>iiifsfQl"i· 1635 Fa~_day•AJt'.~11\,!e 26d•6'Ci2•27,19 ~qt-Jsb.~i:1/:.!JS!J\! Jn ~OJ'.i;IMc~,v~tl) gipt;r ~r~lh,:,~(9,mi!{'.!i!Y~~lng PP.f ~t(~!~g, ~:,~·9..9ti!P1ltasl·Wfj!!iJ W,P.~il!,Q,P.)tr.f!)f!ll.~ ~11.,~!rt1~11c J n.w. o,~ . .rv. !!!"ti· . .,!!..~-~nct-!=,gnH!l~C!.n.m. 11a; .. J1g_. 1:ojeqt!Pem:iit: _PCR-16.20?. Pr:qi!l~~re.s,s.· .2.B,4,i, Lqke:r Ave, Carl.shad, CA A THl.$,SECJIO..N Ml.lST BE QO..!WP~!:T.ElfBY, TH.l::P.RPP.!;R'r¥QWNi;R/~.YTHO.l~IZE!i>~l3El'fl'.. P.f~~-cJ'l~lf Y,c;>u:~(e QwnereB.uild~r i;J; OfY$>1f.Ch~ aa:~er-buli!l&r.·yo.1,1 m1J.¢!11s:Q.c:omp,J•:Sec;ti60-B·,of.ffiis-ag~ment:). Ii.lame:. (Pfee,ile p_ri~l WA_yNS. . _ E '\J./O<:!Jt:.>,4:t'2.D -. -lf!('lt <ta,1~ IJ. I !1,!"IJ Maiii~Addres§~ 1 ~-4, (· Lo 14¥,. Au·i, ei+s~ ct&~::BA;:'t::>,, C.t ~ 920! D Email, l,.)AyAL~ GL ~N9'-v-..t i\.A;;, .. :C!:_c~ P.hone·-t-loca 7(:,'d 92-<f'CJ l·am: .aProperty .owner )iproperty,Owner's A~nt:Qf'Record ClAfcbitecfcif'Record CiEr-19!n.eer·of· Record, '8.t!3te;of¢allfo,rnia·aegJstratior:i Nambe·~----------~-$<pirafiorr.[)et!=!-' ______ _ B, CONT.ltltdiTOR'' _ ;~A'TEM.ENT .OF RESPQN&,Sl!-ITY' (O,?'CBC,, Ch' 1:Z, Sectren 170J?J· Tlii$ s_ectlon-inust :be.comgleted by the ·qcintJac!(it /,~um:te,; tow.ner-9.!Jil~r. · :confra¢of.s-t~qmpany Name: C'.tew Bu.il de·r:s, Inc . E'fea~e'.checkifypu are.Owner-Builder CJ faye Name; (Pfe(seJ)ririt) Ry an ----lfi-,~-,---.,..-----,--!M-,-1-,-,t-~-------,-(la-,st,.,-J ______ _ MaiJJngAc_!dre$: 619-1 Cor:ner.s.t.otie_CL ,no:1, Sa-n Diego, CA 92121 RXANF@c-rewbuild:e.rs. com .. g;sS-401-0O49 Email: ___________ ~-----,.~~---Pt\one, . state:of Galiromia Qontr:acitor's L.1qense'Nuniber 7 5 3 42 g· ~pir,;itlon Date: d 413 O / 2 O 1 7 • l'·?cknowle,dge~and,. am cAW8re, of ~9iaLr~q~i~meJi~ CO.ntaioetf]n .the-.$tatement:or:speeial rn:spe_ctiOJiS noted.on the-.apPr¢'eq plans; • l,~cknowledge,thatqontrol Yliil-.be ~e-rqisectto,obtaio·oomformance. wlf:li,the consh:l:lction documents·approved by the ~u(,'lf ng offici~I; ._ I wlJI have in-place,proced4res fqt·exej'cising c.ontro! Witt\in:our (.th~contractor's) organization, for the method.and fr:equency Qf ~l!iQr:tlhg,ana:tnerclstiQUtiofi m' the re_pprts;:anc;I + I ¢effifytfi1:1t !:Will ~v.e:-a-quallfled PetS'9trwlthihoor (tf:reP0QtraQto.r-s)·orgi!niZ?ti9m to,,exercise such c.ontrol. + lwiHrp,ovkle; tlnllli:&porl:/Jett;r·lir-compliilnce wiih,CBC-Sgcitioh:'l,7iuA,2'piio,rto,r:eguestrng:finaJ irialHH{tfori. . . . --- Sig~tute;_: ----7---A~;;;;;.·~-=· ~-·:::;_ ;z-C.~~-=:::::::... ______ __,JD1:1te:_1_· 1_-_1_8_-_2_0_1_6 __ _ JH.5 Ra_g~ 1 gf.i R~. 08/.11 EsGil Corporation In Partnersfiip witfi <Jovernment for (}Jui{aing Safety · DATE: 8/29/ 16 , JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2459 PROJECT ADDRESS: 2841 Loker Ave East PROJECT NAME: Argonaut Clean Room -TI SET: IV Q APPLICANT Q JURIS. 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 iist transmitted herewith is for your information. The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person .. D The applicant's copy of the check list has been sent to: ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person D REMARKS: By: Doug Moody Enclosures: EsGil Corporation D GA D EJ D MB D PC 8/23/16 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ! EsGil Corporation In (}?artners/Hp witfi <]overnment for CBui(aing Safety DATE: 8/22/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2459 PROJECT ADDRESS: 2841 Loker Ave East PROJECT NAME: Argonaut Clean Room -TI SET: III CJ APPLICANT ~RIS. CJ PLAN REVIEWER CJ 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. C8J 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: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [:gl EsGil Corporation staff diet advise the applicant that the plan check has been completed. Person contacted: Bill Kochert Telephone#: 619-624-0521 Date contactedB/ Z2((C¢ (bYy)f') Email: bill@maggettielam.com Mail J Telephonlv'H Fax In Person D REMARKS: By: Doug Moody EsGil Cor:poration D GA D EJ D MB D PC Enclosures: 8/15/16 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 16-2459 8/22/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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 two corrected sets 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. These corrections are in response to 'items not fully addressed or as the result of information provided, the text in bold underlined print indicates the unresolved issue. 20. Please provide the UL listing and manufacturer's installation information for all new equipment to be installed (Clean Room equipment, generator, compressor, etc). Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 107.2. No information provided. The Maggetti Elam response sheet says "See Clean Room West" and the Clean Room West response sheets says "-See architectural response" some of the equipment is shown as a deferred submittal yet none of the equipment in the clean room is indicated? 32. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11 B-605: • ~36" x 48" clear floor space is provided in front of the accessible urinal when located in an alcove. Section 118-305. 7 .1. Still shown as non- com pliant. The minimum width of 36" is required hand clearance for a disabled person to be able to manipulate the chair not toe clearance. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • City of Carlsbad 16-2459 8/22/16 Have changes been made to the plans not resulting from this correction list? Please indicate: Yes [J No CJ 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 Doug Moody at Esgil Corporation. Thank you. EsGil Corporation In <Partnersfi.ip witli (]overnment for (}Juifaing Safety DATE: 8/8/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2459 PROJECT ADDRESS: 2841 Loker Ave East PROJECT NAME: Argonaut Clean RooDl -TI SET: II ~PPLICANT ~ ~URIS. Cl PLAN REVIEWER Cl 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. D The applicant's copy of the check list has been sent to: 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: Bill Kochert Telephone#: 619-624-0521 .,;Date contacted:6 I b (by~ Email: bill@maggettielam.com ~ Mail /41ephone Fax In Person D REMARKS: By: Doug Moody EsGil Corporation D GA D EJ O MB D PC Enclosures: 8/2/16 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 16-2459 8/8/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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 two corrected sets 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 1. Please provide plans ahd calculations signed by the California State licensed engineer or architect for the structural support of the rooftop air handler units. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. No calculations were provided for the existing roof structure and the weights shown in the Rooftop Heat Pump schedule CRM-1 are not consistent with the weights shown on the roof plan CRM-4?. 2. Each sheet of the plans must be signed by the person responsible for their preparation,. even though there are no structural changes. Business and Professions Code. The electrical plans are still not signed. 3. Please correct the Project Notes on the cover sheet of the plans to be consistent with the scope of work. Section 107.2. New HVAC work is proposed, new electricai and plumbing are proposed as part of this permit. Correct the scope of work or remove these sheets from the plans. 6. E:gress from a room through an adjoining room (Section 1014.2): a) Egress shall not pass through kitchens, store rooms (warehouses), closets or spaces used for similar purposes. Correct the plans to show the Clean room not to exit through the warehouse. 16. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. Please clarify the PRF forms. How is the new clean room ceiling "existing"? Please provide evidence the existing City of Carlsbad .16-.2459 8/8/16 warehouse was previously conditioned floor space or show the envelope separation between the new conditioned clean room and the non- conditioned warehouse. 17. The signed PRF forms must be imprinted on the plans. The forms are not signed by anyone? 18. Please correct the PRF document to show the envelope to be part of the energy design. Still shown as not a part of the design. 20. Please provide the UL listing arid manufacturer's installation information for all new equipment to be installed (Clean Room equipment, generator, compressor, etc). Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 107.2. No information provided. 21. Please provide the listing and installation plans and details for the new walk-in cool boxes. Section 107 .2. No information provided on the plans, no listing information provided, no design for the lateral bracing to the roof structures etc. Provide complete plans, details and calculations. 22. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 107 .2. Nothing shown on the cover sheet. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM EXPANSION/EPOXY ANCHORS REQUIRED? YES REMARKS 24. Disaggregation of electrical circuits. Electrical power distribution systems shall be designed to permit the disaggregated measurement of electrical load energy uses downstream from the service meter according to Table 130.5-B. Additive and subtractive methods may be used to determine aggregate and disaggregated energy use. This may be accomplished by any of the following methods: The plans. do not show one of the method listed below. Correct the plans for all new panels 1. Separate switchboards, motor control centers or panelboards to which are connected only the required load or group of loads; or 2. Subpanels of the above to which are connected only the required load or group of loads and for which the subpanelload can be independently measured in aggregate; or 3. Branch circuits, taps or disconnects requiring overcurrent protection devices rated 60 amperes or •J ' ' f City of Carlsbad 16-2459 8/8/16 greater. 25. Please clarify the single line diagram to show panels CR-1 and CR-P1? There appears to be a misunderstanding that the clean room and the Tl portions are two separate permits? This is not the case coordination between the two sets of plans must be consistent throughout. Determine who will be responsible for the .scope of work and clear show it in the plans. 26. Please complete the L Tl-02 forms to be consistent with the plans and identify all mandatory lighting controls. See comment 25. 30. It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide a dimensioned restroom plans showing the restroom to be accessible compliant. Please .provide a fully dimensioned plan and reference the appropriate details for the accessible features such as lavatory clearances, grab bars, dispensers,· signage etc. 32. -Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11 B-605: • ~36" x 48" clear floor space is provided in front of the accessible urinal when located in an alcove. Section 118-305.7.1. Still shown as non- compliant. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes. have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are .located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes CJ No CJ 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 Doug Moody at Esgil Corporation. Thank you. Page 1 of2 PLAN CHECK COMMENTS 2 BLDG" DEPT COPY Daryl K. James & Associates, Inc. 205 Colina 'Terrace Vista, CA 92084 T. (760) 724~7001 Email: kitfire@sbcglobal.net APPLICANT: Bill Kochert PROJECT ADDRESS: 2841 Loker Avenue East Checked ~y: Daryl Kit James Date: August 4, 2016 JURISDICTION: Carlsbad Fire Department PROJECT NAME: Argonaut PROJECT DESCRIPTION: CB162459 8,070[!] New Cleanroom and (2) Walk-in Coolers. RESUBMITTAL INSTRUCTIONS • Corrections or modifications to the plans must be clouded. Provide numbered deltas and revision dates. • Provide a written response. following each plan check comment, on all pages of this document. Include the sheet on which the correction is shown. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • 'RESUBMITTAL MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLANS GENERAL Responses may result in additional comments. Each sheet within the plan check set must be stamped and signed by the person responsible for their preparation, even if there are no structural changes. Business and Professions Code. Tl-0.0 City of Carlsbad Fire Note 4 -Revise code reference to CFC 3315.1 Tl-0.3 Means of Egress Plan Clearly define F-1 areas. Apply an occupant load factor of 100 and revise aggregate occupant load. CBC 1004.1.2 Clearly define S-1 areas, ·apply an occupant load factor of 500 and revise the occupant load. CBC 1004.1.2 It appears that the aggregate occupant load of the S-1 and F-1 areas exceed 50. Break Room 128 -Revise the number of occupants to 20, based on occupant load factor of 15 occupants per square foot. CBC 1004.1.2 Revise the total number of occupants in the building. Specify the revised number and width of exits. Revise paths of travel and travel distance. Page 2 of2 Illustrate compliance with §!Lof the following: CBC 1004.1, 1005, 1006.2, 1006.3, 1008.1.2, 1011.11014.2, 1014.3, 1015, 1016.2. Tl-2.0 Hazardous Materials Storage Describe bulk storage array of flammable materials. Deatil storage array conditions such as pallets on floor and /or racks. Include the product, types and sizes of the packaging, containers, height, dimensions storage array, and identify location(s) on a plan. Denote fire protection requirements. CFC 901 Warehouse 114/ Shipping & Receiving 115 Denote fire extinguisher types and locations. CFC 906 Provide the following notes: The storage height of combustible materials will be maintained at =/< 12 feet. The storage height of High-hazard commodities such as Group A plastics, flammable liquids, idle pallets and similar commodities will be stored at height =/< 6 feet. CRM-1 & CRM-2 General Hazardous Materials Requirements of CFC 5003. Verify that 150 cfm will control vapor-air mixtures produced from 1-gal of worse case flammable liquid @ </=25% LFL in exhaust ducts for worse case conditions. Use Fire Protection Handbook, 18th Edition: Section 4, Chapter 6 -Flammable and Combustible Liquids pp 4-63 to calculating vapor volume and flammable mixtures. Coordinate with mechanical exhaust schedules. Denote fire extinguisher types and locations. Denote fire sprinkler requirements Tl-3.0 Reflective Ceiling Plan Add/Revise exit sign locations based on revised egress plan. CRE-5 Add/Revise exit sign locations based on revised egress plan.T1-0.3 End of Comments EsGil Corporation In <Partnersliip witli qqvernment for (}3ui{aing Safety DATE: 7/1/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2459 PROJECT ADDRESS: 2841 Loker Ave East PROJECT NAME: Argonaut Clean Room -Tl SET: I D APPLICANT ~URIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted h~rewith 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 ate 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: D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [:8J EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bill Kochert Telephone#: 619-624-0521 Date ~acted: 1-f>. (by: Y'C.), Email: bill@maggettielam.com ~ail ~~~ Fax In Person D REMAR~' By:. Doug Moody EsGil Corporation D GA D EJ D MB D PC Enclosures: 6/23/16 9320 Chesapeake Drive, Suite 208 + Sap. Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 \ -i ! .,,, 'City of Carlsbad 16 .. 2459 7/1/16 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 16-2459 OCCUPANCY: B/Fl? TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/22/16 DATE INITIAL PLAN REVIEW COMPLETED: 7 / 1/ 16 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad USE: Clean Room ACTUALAREA: 8070~ STORIES: 1 HEIGHT: OCCUPANT LOAD: 81 DATE PLANS RECEIVED BY ESGIL CORPORATION: 6/23/16 PLAN REVIEWER: Doug Moody 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 C~C, which adopts the 2012 IBC. The following items Hsted 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 16-2459 7/1/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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 two corrected sets 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. Please provide plans, and calculations signed by the California State licensed engineer or architect for the structural support of the rooftop air handler units. Include all· calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 2. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no· structural changes. Business and Professions Code. 3. Please correct the Project Notes on the cover sheet of the plans to be consistent with the scope of work. Section 1'07.2. 4. Provide a Building Code Pata Legend on the Title Sheet. Include the following ·. code information for each building proposed: + Occupancy Classification(s) + For Mixed Occupancy Buildings, state whether the "nonseparated" or "separated" option was chosen from Sections 508.3/508.4. + Description of Use + Sprinklers: Yes or No 5. A complete description of the activities and processes that will occur in this tenant space should be provided. A listing of all hazardous materials should be included. The materials listing should be stated in a form that would make classification in Tables 307.1(1) and 307.1(2) possible. The building official requires a technical report to identify and develop methods of protection from City of Carlsbad 16-2459 7/1/16 hazardous materials. Section 414.1.3. · 6. Egress from a room through an adjoining room (Section 1014.2): a)· Egress shall not pass through kitchens, store rooms (warehouses), closets or spaces used for similar purposes. 7. Exit doors shall swing in the direction of.exit travel when serving a room containing an occupant load of 50 or more persons. Section 1008.1.2. 8. When additional doors are provided for egress purposes, they also shall conform to the requirements of Section 1008 (width, swing, hardware, etc.). Section 1008.1. 9. Corridors shall have fire partition walls of one-hour construction when required by Table 1018.1. Show the locations of the rated corridors on the plans or clearly show compliance with an applicable exception from Section 1018.1. 10. Corridors shall have i.nterior door ·openings protected by tight-fitting smoke and draft control assemblies rated 20 minutes. Table 716.5. Doors shall be maintained self-closing or be automatic closing by action of a smoke detector per Section 909.5.2. Doors shall be ·gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 716.5.3.1. 1-1. Windows in the walls of fire-rat~d interior corridor walls (Section 716.6): a) Such openings shall be protected by glazing listed and labeled for a fire-protection rating of at least 3/4-hour. Wired glass in steel frames is no longer acceptable. b) The total area of such windows shall not exceed 25% of the area of a common wall with any room. Section 716.6.7.2. 12. Duct penetrations (or air transfer openings) of fire-rated corridor construction shall have fire and smoke dampers per Sections 717. 13. Provide a complete architectural section of the corridor, showing all fire-resistive materials and details of construction for the fire partition walls and roof /ceilings and all penetrations. Section 107.-2. 14. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1011.1. 15. Show separate sources of power may be required for exit illumination. Review Section 1-006.3 16. · On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 17. The signed PRF forms must be imprinted on the plans. City of Carlsbad 16-2459 7/1/16 1.8. Please correct the PRF document to show the envelope to be part of the energy design. 19. Please review the requirements, revise the plans appropriately and imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans .. 20. _ Please provide the UL listing and manufacturer's installation information for all new equipment to be installed (Clean Room equipment, generator, compressor, etc). Show all electrical requirements, plumbing requirements, exhaust or mechanical requirements, operational weight, anchorage and seismic restraints if required etc. Section 107 .2. 21. Please provide the listing and installation plans and details for the new walk-in cool boxes. Section 107.2. 22. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 107 .2. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM EXPANSION/EPOXY ANCHORS REQUIRED? YES REMARKS 23. When special inspection is required, the architect or engineer of record shall prepare a City of Carlsbad Special Inspection agreement which shall be submitted to the building official for approval prior to issuance of the building permit. Please complete the attached form. 24. Disaggregation of electrical circuits. Electrical power distribution systems shall be designed to permit the disaggregated measurement of electrical load energy uses downstream from the service meter according to Table 130.5-B. Additive and subtractive methods may be used to determine aggregate and disaggregated energy use. This may be accomplished by any of the following methods: 1. Separate switchboards, motor control centers or panelboards to which are connected only the required load or group of loads; or _ 2. Subpanels of the above to which are connected only the required load or group of loads and for which the subpanelload can be independently measured in aggregate; or ·3_ Branch circuits, taps or disconnects requiring overcurrent protection devices rated 60 amperes or greater. City of Carlsbad 16-2459 7/1/16 25. Please clarify the single line diagram to show panels CR-1 and CR-P1? 26. Please complete the L Tl-02 forms to be consistent with the plans and identify all mandatory lighting controls. 27. Please revise the plumbing plans to show the required clean-outs per section 707 and 719 of the CPC .. 28. Plec:1se clarify the plumbing plans sheet P2 and sheet CRP-1 to show the same alteration to the plumbing system. 29. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap priming). Advisory Note : When alterations, structural repairs or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the following requirements, per Section 118-202.4: • The area of specific alteration, repair or addition must comply as "new" construction. • Existing toilet and bathing facilities that serve the remodeled area must be shown to comply with all accessibility features. • Please address the following comments that are the result of the alterations. 30. It is unclear from the plans if the restrooms servicing the tenant improvement are disabled accessible, please provide c:1 dimensioned restroom plans showing the restroom to be accessible compliant. 31. Show that passageways leading to sanitary facilities have required clear access widths. Show that all doorways have: a) A clear area: i) ~60" in the direction of the door swing. ii) ~44" aw~y from the direction of door swing. 32. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 118-605: • ~36" x 48" clear floor space is provided in front of the accessible urinal when located in an alcove. Section 118-305.7.1. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. City of Carlsbad 16-2459 7/1/16 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: Yes CJ No CJ 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 16-2459 7/1/16 ' I [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION.: City of Carlsbad PREPARED BY: Doug Moody PLAN CHECK NO.: 16-2459 DATE: 7/1/16 BUILDING ADDRESS: 2841 Loker Ave East BUILDING OCCUPANCY: B/Fl -BUILDING AREA Valuation PORTION (Sq.Ft.) Multi_plier Tl 8070 , 45.78 - Air Conditioning Fire SprinJ<lers TOTAL VALUE Jurisdk;tion Code cb By Ordina nee Bldg. Perml: Fee by Ordnance Pian O,eck Fee by Ordinance Type of Review: D Complete Review Reg. VALUE Mod. D Structural Only ORepetitive Fee ,.. Repeats D Other D Hourly EsGil Fee 1----------11 Hr. @ • ($) 369 445 369,445 $1,584.561 $1,029.961 $887.351 Comments: jrivadtji°tion to tJi~-~~-QY~}~i~?{6~<f~J!i9,0~!J~ej>ff~6~.i~.<Jge{J·~9ur·@· ~ -~ + .... -' .,_., • --~ ... ,,,. .... ,_ • • > $86/nr.).foJ the CalGreen. reyie~. Sheet 1 of 1 macvalue.doc + -· ~ ' Page 1 of3 PLAN CHECK COMR!1ENTS BLDG. DEPT COPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. {760) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Bill Kochert PROJECT ADDRESS: 2841 !..oker Avenue East Checked by: Daryl Kit James Date: July 5, 2016 JURISDICTION: Carlsbad Fire Department PROJECT NAME: Argonaut PROJECT DESCRIPTION: CB162459 8,070[!] New Cleanroom and (2) Walk-in Coolers. RESUBMITTAL INSTRUCTIONS • Corrections or modifications to the plans must be clouded. Provide numbered deltas and revision dates. • Provide a written response following each plan check comment, on all pages of this document. Include the sheet on which the correction is shown. • Provide a copy of Building Department (EsGil) comments. Input fire revisions onto the Building Dept. plan check. • Please direct any questions regarding this review to: Daryl K. James 760-724-7001 or kitfire@sbcglobal.net • .RESUBMITTAL MUST BE SUBMITTED DIRECTLY TO THE FOLLOWING ADDRESS: DARYL K. JAMES & ASSOCIATES, INC. 205 COLINA TERRACE VISTA, CA 92084 'PLEASE DO NOT REQUIRE MY SIGNATURE TO ACCEPT DELIVERY OF REVISED PLANS GENERAL • Responses may ,result in additional comments .. • Each sheet within the plan check set must be stamped and signed by the person responsible for their preparation, even if there are no structural changes. Business and Professions Code. • Coordinate all floor .plans throughout the plan check set. Verify accuracy of N Direction arrow on all .floor plans. Tl-0.0 Scope of Work Provide a, descriptive scope of work specific to Cl:316245. Clarify if the extent of constructions improvements, including architectural layoLJt of walls, doors, etc. Justify omission of a demolition plan. Building Data Add: NFPA 13 Fire Sprinkler System List all occupancy classifications within the building, including cleanrooms, warehouse and shipping/receiving in accordance with CBC Chapter 3. ' ~) Page 2 of3 , Deferred Submittals List the following Deferred Submittals Fire Sprinkler System 2013 CFC 903 and 2013 NFPA 13. Fire Alarm System 2013 CFC 907 including CFC 907.2 sections applicable to occupancy groups, and 2013 NFPA 72. . High-Piled Storage (HPS) Plans and HPS Fire Protection Technical Opinion & Report will address storage conditions for compliance with California Fire Code Chapter 32 and NFPA 13. Tl-0.1 General Notes 31, 33, 34 & 35. Replace City of San Diego with City of Carlsbad. Reflective Ceiling Notes 20. Update CBC edition to 2013. City of San Diego Fire Notes. Replace with City of Carlsbad 5, 6, 7, 8 & 19 Update code references to 2013 edition and replace references to City of San Diego with City of Carlsbad. Storm Water Quality Notes 1 & 2. Replace references to City of San Diego with City of Carlsbad. Tl-0.3 Means of Egress Plan Denote the number of occupants for each room and the total number of occupants. CBC Table 1004.1.2. Specify the number and width of required exits. Denote common paths and lengths of egress travel to each exit discharge. CBC 1014.3, CBC 1016 Address egress through intervening Group S area/rooms. CBC 1014.2 Show the number of occupants exiting at each exit discharge. 1005.3.2 Denote the aggregate square footage, required number of exits, required and actual width of exits provided. CBC 1005 Means of Egress Notes 5. Update code reference to the 2013 edition of the CBC. Tl-2.0 Construction. Plan Describe operations, including the storage, use and handling of materials within the cleanrooms. Provide a materials and class an$Iysis in accordance with CFC Table 5003.1.1 (1 ). Provide a summary of aggregate amounts for each material listed in CFC Table 5003.1.1 (1 ). List total quantities of each material classification, in storage, in use-closed systems and in use-open systems. Compare each with maximum allowable quantities. Show compliance with the storage, use and handling of hazardous materials in accordance with CFC Chapters 50, 53 and Appendix H. Denote CFM required for vapor-air mixtures @ </=25% LFL in exhaust ducts for worse case conditions and coordinate with mechanical design. Describe mitigation of flammable vapors or spills, if handled outside of a chemical .fume hood durjng dispensing. Denote Flammable Liquid Storage Cabinets and tabletop dispensing of flammable liquids locations. ' General Hazardous Materials Requirements of CFC 5003.1.3. Fire extinguisher requirements Container design and construction Marking of Containers Handling of empty containers Unauthorized discharges Hazard Identification Signs/Placards Storage use and Handling of Compressed Gases Coolers Page 3 of3 Provide refrigeration manufacturer's specifications and listings, as part of a CFC 606 compliance package. Warehouse 114/Shipping & Receiving 115 High".piled Storage Denote NIC where denoted on floor plans. See Deferred Submittals comment on Tl-0.0. Provide a Finish Plan Provide the following notes: All finish materials shall comply with CBC Ch~pter 8. Manufacturer's Gut sheets; California State Fire Marshal listings or other acceptance criteria for flame spread and smoke developed index shall be provided to the fire inspector.upon request. CRA-4 Detail 4. Provide manufacturer's cut sheets, California State Fire Marshal listings, or other acceptance criteria for the flame spread and smoke developed index for acoustical ceilings CBC 808 CRE-5 Provide the Following Note: Means of egress illumination level shall be not less than 1-foot candle at the walking surface CBC 1006.2. Coordinate exit sign locations with T1-0.3 CRM-1 & CRM-2 Mechanical design of CFM required for vapor-air mixtures @ </=25% LFL in exhaust ducts for worse case conditions shall be'coordinated with Hazardous Materials Technical Opinion & Report. CRE-7 Imprint Carlsbad Policy 80-6 on to roof plan. Provide this note: Intent B (Fireman Safety) will be m~intained. End of Comments & ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL DATE: 07/11/2016 PROJECT NAME: ARGONAUT Tl Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PLAN CHECK NO: 1 -VALUATION: $369,445 SET#: 1 ADDRESS: 2841 LOKER AVE EAST PROJECT ID:CB162459 APN: 2090831300 [Zl This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by the Construction Management Division is required O Yes [Xl No D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. · Plan Check Comments have been sent to: BILl,.@MAGGETTIELAM.COM . PLANNING 760-602-4610 Chris Sexton 760-602-4624 Chris.Sexton@carlspadca.gov I Gina Ruiz J 760-602-4675 . ENGIN~EReN~ .. .. 760-6()2-:_2750 . D Chris Glassen t 760-602-2784 ' Christopher,Glassen@carlsbadca.gov r . . ' D Linda Ontiveros i 760-602-2773 . l Linda.Ontiveros@carlsbadca.gov 11-,---,--~--~--~- ! I ". I ValRay Nelson V 760-602-27 41 f . ; Va1Ray.Nelson@carlsbadca.gov . flkE PREVENJION: . , . 1~~02+>4,li65. . <,;: Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov For questions or clarifications on the attached checklist please contact the reviewer as marked above. Remarks: NO FEE'S NO CHANGE IN USE JUST ADDING CLEAN ROOMS AND COOLERS « .... i. ARGONAUTTI Tl Outs.tanding issues are marked with [X1. Please make the necessary corrections for compliance with applicable codes and standards and ri:-submit corrected plans and/or specifications to the Buildin division. Items that conform to ·permit requirements are marked with -or-have intentionally been left blank. ---------- 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: · CJ [ZJ North arrow D [lJ Existing & proposed structures D LJ Property line dimensions D D Easements Show on site plan: D c::J Drainage patterns_ D D Existin~ & proposed slopes CJ D Existing topography D D Retaining Walls (locatiqn and height) D D Indicate what will happen with soil excavated from pool area. 1 8070 CLEAN ROOM lncluCle on title sheet: AND-COOLERS D D Site address Lot/ Map No.: D D Assessor's parcel number D D Legal description/lot number D m 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: 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 MAN~FACTURING PAR B MAP 15562 Subdivision/Tract : Reference No(s): E-37 Page 2 of4 REV6/2012 ARGONAUT 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. DD 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" I J D 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 mustbe submitted togethe~ with the completed application form attached. D D Graded Pad Certification required. All required 'document~tion 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 0.ffi 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. D D A separate right-of-way issued by the engineering division is required for the following: N/A Attachments: 0 EngineeringAppllcatlon 0 Storm Water Form 0 Right-of-Way Application/Info ,--i i.ll Reference Documents E-37 Page 3.of 4 REVS/2012 *** THIS CALCULATION WORKSHEET IS NOT ALL-INCLUSIVE OF FEES THAT MAY BE DUE FOR THIS PROJECT*** Prepared by: Address: Fee Calculation Worksheet ENGINEERING DIVISION Date: GEO DATA:LFMZ : Bldg. Permit#: /B&T: Fees Update by: Date: Fees Update b~: Date: EDU CALCULATIONS: ,List types and square footages for all uses. Types of Use: Sq.Ft./Units 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. Types ofUse: Sq.Ft./Units Types of Use: Types of Use: Types of Use: · FEES REQUIRED: Sq.Ft./Units Sq.Ft/Units Sq.Ft./Units EDU's; EDU's: EDU's: EDU's: ADT's: ADT's: ADT's: ADT's: Within CFD: [ZJYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) D NO 1. PARK-IN-LIEU FEE:0NW QUADRANT ONE QUADRANT 0SE QUADARANT 0SW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS; I X 3. BRIDGE & THOROUGHFARE FEE: ADT'S/UNITS: I X . 4. FACILITIES MANAGEMENT FEE FEE/ADT: ODIST.#1 FEE/ADT: ZONE: I=$ ODIST.#2 r-=$ ADT'S/UNITS: . 5. SEWER FEE I X FEE/SQ.FT,!UNIT: I=$ I=$ EDU's BENEFIT AREA: EDU's 6. DRAINAGE FEES: ACRES: 7. POTABLE WATER FEES: IX FEE/EDU: 1x PLDA: IX FEE/EDU: OHIGH FEE/AC: r·=$ 0MEDIUM I=$ ODIST.#3 0LOW UNITS CODE CONN. FEE METER FEE SDCWA FEE TOTAL «,jp . ~ CLTY Of PLANNING DIVISION BUILDING PLAN CHECK APPROVAL CARLSBAD P-28 DATE: 8/2/16 PROJ~CT NAME: T.I. PROJECT ID: . Development Services Planning Division 1635 Faraday Avenue {760) 602-4610 www.carlsbadca.e:ov PLAN CHECK NO: CB162459 SET#: ADDRESS: 2841 LOKER AVE APN: cg:] this plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division. is required D Yes IZ! 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 bui(di,:ig permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: BILL@MAGGETTIELAM.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: ... . ' .. .. .. •< PLANNING ENGIN:EERl·NG ·F.IRE PREVENtiON 160-602-4610 ' 760-602-2750 : 76tF602•4665 : <. ,. . ' . . ',. -, . D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov ~ Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D D Remarks: REVIEW#: 1 2 3 ~DD ·~DD· ~DD ~DD ~DD ~DD Plan Check No. CB162459 Address 2841 LOKER AVE Date 8/2/16 Review#.2_ Planner GINA RUIZ Phone (760) 602-4675 Type of Project & Use: Ll Net Project Density: DU/AC Zoning: PM General Plan: fl Facilities Management Zone:.§ CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential develop_ment: Type of land use created by this permit: __ ) Legend: [gl Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES D NO IZ! TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES D NO~ TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance · Project site located in Coastal Zone? YES O NO fg]. CA Coastal Commission Authority? YES O NO fg]. 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 ~ 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, Scree11s, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO ~ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES O NO O N/A~ Site Plan: ~DD P-28 Page 2 of3 07/11 ,• i ' City Council Policy 44 -Neighborhood Architectural Design Guidelines IZI D D 1. Applicability: YES D NO D IZ! D D 2. Project complies: YES D NOD Zoning: IZID D 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: IZI DD 3. Lot Coverage: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required __ Shown __ . Required __ Shown __ , Required __ Shown_. _ D IZI D 4. Roof mounted equipment screening: Required YES Shown YES ON SHEET Tl-0.2.1 IZI DD D IZI D 5. Parking: Spaces Required NO CHANGE IN USE Shown __ Additional Comments: PLANCHECK NO. 1 #1. PLEASE ADD A SECTION TO THE ELEVATION SHEET CRA 6 SHOVVING HOVV THE NEW ROOF MOUNTED EQUIPMENT VVILLBE SCREENED FROM VIEVV FROM STREETS WITHIN , 500 FEET. THE POLICY AND AN EXAMPLE HAS BEEN PROVIDED FOR YOUR REFERENCE. . . OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 8/2/16 GINA RUIZ DATE P-28 Page 3 of 3 07/11 £ «14' ¥ C-ITY OF CARLSBAD PLANNING DIVISION BUILOING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.1mv DATE: 6/23/16 PROJECT NAME: T.I. PROJECT ID: PLAN CHECK NO: CB162459 SET#: ADDRESS: 2841 LOKER AV E APN: 0 This plan check review .is complete and has been APPROVED by the __ _ Division. By: A Final Inspection by the PLANNING Divisi·on is required D Yes igJ No You may a/so 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. ·@. ·. This plan check review is(NO~r¢PNIPLEJE~)ltems missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. · I Plan Check Comme·nts have been sent to: BILL@MAGGETTIELAM.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: .. 'PLANNING . te().;6()2-4s1:o · D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov· ~ Gina Ruiz 760-602-4675 .Gina.Ruiz@carlsbadca.gov D Remarks: D -_,___ -~ -----·, • t ~.., ,_. -.-::--.-. ·,t"' , -:--;· , -, '"':,' ------: _, --~ :- .l!NGINEERIN'({ :': .. :, :; ;'.'"l=IR'E,:P.R:EVENffilON', , '·. >: .. 76~02-2J5Q '\ '·.' :· '• .. '~7c~€)~t;J_d~4s~f\:; r; '.:: ·-~-; ._.,---::..-, ,, REVIEW#: 1 2 3 ~DD ~DD ~DD ~DD igi OD Plan Check No. CB162459 Address 2841 LOKER AVE Date 6/23/16 RevieW#1 Planner GINA RUIZ Phone (760) 602-4675 Type of Project & Use: 11 Net Project Density: DU/AC Zoning: PM General Plan: fl Facilities Management Zone:.§ CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Leqend: ~ Item Complete @(ltem:lncomelet~Neeas· your:a~ti§n} Environmental Review Required: YES D NO ~· TYPE DATE OF COMPLETION: __ _ Compliance with conditions of approval? lfnot, state conditions which require action. Conditions of Approval: _._ Discretionary Action Required: YES ONO~ TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditionswhich require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YE$ 0 NO fgl_ CA Coastal Commission Authority? YES O NO 181. If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan . Data Entry Completed? YES D NO ~ , If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO IX! (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES D NO D N/A igJ Site Plan: ~DD P-28 Pag~ 2 of3 07/11 City Council Policy 44 -Neighborhood Architectural Design Guidelines !8]_ D D 1. Applicability: YES D NO D !8] D D 2. Project complies: YES D NOD ~DD !8l ·DD- @D D !8l D D @DD Zohing: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: 3. Lot Coverage; 5. Parking: Required __ Shown __ Required_-_ Shown_-_ Required ____ Shown __ Required __ Shown __ Required __ Shown __ _ Required ___ Shown __ Spaces Required NO CHANGE IN USE Shown __ (#'1:-eCEA"SE-:-~D"O-A.SECTIOW.TO~TBE~ECEVATION.~SBEErCR)..-:;s_;~SROWING:-:'HOWi ITRE-NEW :ROOF-MOUNTED~EQOIRMENT"Wt[r:se~SUREENED7RRUNr:'llEW:FRU.M! (STREETS) 1WIT'.AIN\ (50~0) (FEET:'J ffAEi lP~O[ICYI (AND) !JXNl !E~M811El iHl~S) /BEEN} tPRU\71DED-:'.FOR.YOOR-:REFERl:NCEl OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER _____ DATE P-28 Page 3 of3 07/11 ' «~ ~ CITY OF CARLSBAD PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www .carlsbadca.gov DATE: 08/29/16 PROJECT NAME: ARGONAUT PROJECT ID PLAN CHECK NO: CB162459 SET#: FIRE ADDRESS: 2841 LOKER AVE EAST C8J This plan check review is complete and has been APPROVED by the Fire Division. By: DARYL K. JAMES & ASSOCIATES A Final Inspection by the Fire Division is required ,igi Yes D No D This plan-check review is NOT COMPLETE., Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. · Resubmitted plans should include corrections-from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: , .. . -' ... ·-... ·~ . -·-· PLANNING ENGINEERING : ·FIRE PREVENTION . 760,602-4610 760-602-2760 ' ,, -,o/QQ,,602466$ · , . ''' '' .D Chris Sexton ·D Kathleen Lawrence ·(:8J DARYL K. JAMES & ASSOC. 760-602-4624 760-602-27 41 Chris.Sexton@carlsbadca.gov Kathleen.Lawrence@carlsbadca.gov Christina.wilson@carlsbadca.gov D Gina Ruiz D Linda Ontiveros D Cindy Wong 760-602-4675 760-602-2773 760-602-4662 ' Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov C:inthia.Wong@carlsbadca.gov D D D \ Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department Plan Review Requirements Category: Tl , INDUST Date ofReport:08-29-2016 Name: Address: Permit#: CB 162459 MAGGETTI ELAM STE207 3160 CAMINO DEL RIO SAN DIEGO CA ATTN: BILL KOCHERT 92108. Job Name: ARGONAUT-NEW CLEAN ROOM Joh Address: 2841 LOKER AV EAST CBAD Reviewed by: -----=D..;.K=J~--- INCOl\'1 PLETE The item yott have soomitte€l fur review is ineofilfllete. At this time, this office etfflllot a€l~1Hi}ttately eonooet a review to determine OOfilfllianee with the applieahle eo€les ru1€l/or stan€lar€ls. Please revfov.r earefitlly_aH eoHlfflents attaehe€l. Please resti.hmit the neeessary plans an€.Vor speeifieations, with changes "elott€le€l", ta tms office fur re·.-iew an€l apprevat Conditions: Cond: CON0009090 [MET] APPROVED Entry: 08/30/2016 By: DKJ Action: AP APPROVED Page 1 of 1 PLAN APPROVAL BLDG4 DEPT C,OPY Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. (160) 724-7001 Email: kitfire@sbcglobal.net APPLICANT: Bill Kochert PROJECT ADDRESS: 2841 Loker Avenue East Checked by: Daryl Kit James Date: August 18. 2016 JURISDICTION: Carlsbad Fire Department PROJECT NAME: Argonaut PROJECT DESCRIPTION: CB162459 8,070[!] New Cleanroom and (2) Walk-in Coolers. .. , • l 5762 bolso avenue, suite 215 huntlngton beach, co 92649 714 891-558.2 STRUCTURAL CALCULATIONS CLEAN ROOM ARGONAUT 2841 LOKER AVE. EAST CARLSBAD,CA RECEJ,f"ED JUN 2 2 20'6 . ClTY OF CARLSBAD BUILDING DIVISION CLEAN ROOMS WEST~ INC. CO-NTRACTOR JOB NO. 1son BY WC DATE 6/16 SH. OF .. . ] ·--·-·--Ci..w f<'M,YA-iiu~ 5762 bo/sa oyenue. suite 215 hunllngton beach, ca 92649 714 891-5582 k>Afz: p~ ~ L.t>A-t?~ ~, ,.~ .. --.:: .... LL . u) I to.ft? L.-o Af p : 7peep l21CP lL.,* ~ &Al~ t,5f~ 1.., /:) t-,~· ,,~ ! ',..-t.,,o . (,O tlP,() f)r IOP~~ I\ D MPH- C., lit> . 6~ { 1\ l,&>t ~-r~ ,.~// lt1 _,. l,.5 t F--~c,,,o ~,1;)(,1,)~,t>l)t,,tJJ)r:...~I),~ ~fl-~ µr,~·p:,f-t JOB No.tcbt> 17 BY _\/,./C- OATE q'I~ SH. I OF ' . ' 5762 bolso avenue, suite 215 huntlngton beach, ca 92649 7 l 4 8 9 l -5 5 8 2 f;.AAnfNJAff;. Li>Ms, ~ t...~/t.t>.Vtt ,:;.~ 1~z.A-y'-111, U'f?t) 7~l $1:; 1,t>1'1'j.ctDt n M,v.MF; ~rre. ~s, V llf,.;,:;,l :.,14f¥,4te J:..:::f,D JOBN0.(~071 BY W(.,,- DATE ti/I(, SH. "/,,-oF e1...p :. l,o ~f&.-i, ,; ap/~, It,, iroo tc £A) ::. Z,~ ~ ~,,; =-,'tl'1 { MUl+1t.,) Ff c {. 4)/t,to)(, 14:ei{t+ z.)/t,4~ ,·u, /AX !1+, P) (if 11) ::: , Z, 1 W rt' (k7~ Ev~, ti w1' {Ml} , "l-t:.,,, c:,r, 1C\-Wir (Me') r-. t '~,, tt..,4-5 A--s,~tJMt Mf,;. f l)PP f5'F ~~;;H..-~4''' . ~LA-6 ft---' :::. ~l)D P,t- ltck ;. u:>P ft.-1 5762 bolso avenue. suite 215 huntlrigton be9ch. co 92649 714 891-5582 AftZ,4', : I Wi-=-~t4-1t--"l u :; 4-9 '',e 14-1' )t + ' t-1,-at.L.... .f'~ f 71'trJJ\ fe"1PF l-J,1--P7 ~ -le-~----~.........,.: 0-, R,oF,~ A-. OfJ~ .f.1.-)'wt? t , () ;:;;iJg ~ fi!P.t-.t J'? \I~ Pv tJ,.,-,, ,JG t., t> 1"Pt11Jtc...tl.$ . I , ~ r~h~v J •• ~ • \t.oP,~ ~, .Z-,0 f~,or~ l-L. -u; f2~r JOB NO'"~ 71 BY Wt-- DATE tl'/14' S~F 5762 bolsa avenue, sulte 215 huntlngton beach. ea 92649 714 891-5582 J7~tr\LI Al A t f;e-tf,'l~J . JOB No/{t)G)77 BY #I-,, DATE d:i/t" SH.3 OF N1'--~ I '? ,r-1 P ~ t$ ~ r tJ~ z;i, AA v~ H?~ l?t:c-1t-1,J, jpt,?$: ~f!::E-5~ 4 i G r-1)~ Pl.l)f~t?J tb-Tt,, L c::-e:415 1 MA,>/J t.\.}rL.r-(11.p,1--f') (•P-~:: II I~ 11 .-t- W ri,,,:: ~ ?oi Mc..100 ~((. {1fL "4-AtJtJat,).::4,(l,,J,-'Id ¾4-t1) FU/ I iJ to/ cir,,,~ l 'f ,~,,1+· ~' lt-;~~J f(){)t) J"g,,, · e1-, ·c. e,tl I,$ J~,,_ 11! 4-1-~ "'"· $ W11,,~ i tzo :ttL~ l'i', i,,.stt- UJ €.. 't)tr-J tJl)o J~?z ~ 41 .. ~~,.... 10 TABLE I: STRUci:uRAL PROPERTim OF SI'UDS, JOIST~ AND TRACK (CONTINUED) luD11 4' Ja!MBl!lt DESJGNA110N • 16, 14, & 12 "FJ" Floor Joi~t 18, 16, & 14 "HDJ" 6" & 8" Web Depth Floor Jo~t 0.0. .433" ,., 11 ,i, 11 GM.Ct .401" flt ,, Cl,IIJ;£' - 16, 14, 12, & 10 "XFJ" &" arid ·a", Web Oepth . Floor Joiat -- \ 16 & 14 ·"HDJ" 1 O" & 12" ·web Depth Flo.or Joist 0.0. ·16, 14, 12, ac 1 o "XFJ" 1 O" and 12" Web Depth Floor Joist .21t"lnoldo ..... ' MDIJMtJM WEIGHT Dl!SIGN ~-oaoss SECI10Nnol'!lml!S 0.0. ,,HZ" )Ip. II, 1', 12 GI.. 1.Cl:IO""'°IOGI. lm!C11VBSEC110N PIO!'Elml!S -o.o. : TORSIONALSEC'IION J,(OMJ!Nr J'ltOPD'ID!S ' 1Bl~ CAPACrrt (tadl,a) NA JIii Rs 111 1ly JIIC S& ha Ma Xo J Cw . Ro • Clzi"Z\ illl""41 tlD"'S) t!a"-1). tla"J) 1'111"'4) llll"'J) llD"'%l fili-lbl) llll) llD"'4) llD"6'1 /In\ IIBD1«XI 'Ol)ffl l.41$ CIA17 2Ml 2.22S a.on OM9 1061 o.m OA~1 14$36 -D.14!1 1S24!-04 0.679 2.427 '. IIKDJIOO .11'°"1 l,721 · o.:1'11 4,173· U10 0.1191 · OMO ,4,173_' 1.1143 0.$/11 207QS -0.731 S.odB-04 l.ffl 2,9114 IGBD1«IO 0~ l.76S o.:/20 2.$$4 2.217 G.112 OM4 2JSt WI 0.520 2Sffl -0.131 $.$48E-04 0.126 2.41$ '16HDlalO 0,0$66_ .2.l<tf °"'' S.111 2:861 o.tl!I o.A3S S.111 1:211$ 0,63J mm -o.721 6.7$72-0-4 1.$1$ 2.!IIS l6BDJ1000 O.os&S 2.62' 0.774 ,.m "" OJ~ OM6 ·P,ffl l.PJS 0.774 493%1 -0.194 1.26E-~ Sn> S.674 8 0.f11 0.MI o.aao 0,942 OJIJJ r (' TABLE I: STRUCI'URAL PROPERTIFS OF STUDS JOIST. AND TRACK_(CONTINUED) _.,, HEGEll MINOOlM WEIGHT Em!CIM! Sl!CIION 'IOIWONAL SEC'ItON DESIGNATION DESIGN (lbr/ll) · G1t0SS SECl'IONn0rmm:ES nomms MOMEHT PROPERTIES :'Jiac:KNESS CAPN:frY' (ladloi) Ara txx )Ix 171 :a, txx SK NA Ma Xo J Cw Ito a 1'111"'2\ tla"".(I llll""3\ lb"".(I /IA~3) tla""41 llo.""!1 tla""2\ lla-lbl\ 11.o\ tln"".A\ (ba""6\ tin\ 1GD1600 0.o713 2.21, 0-"3 ,.191 2.210 0.139 OM%. 3.191 1;1)64 om 31UI --o.a.41 1.10'/E-03 um i,cog Q.171 1GD1al0 0,0713 2.'10S 0.7"· 6,481 ws 0.149 0.433 6M'7 1.622 0.796 .cWt -o.m 1.349£-03 1.990 2,976 0-941 ·1.amnooo 0.1171' 3.30P 0"74 12.m 3.$46 0.239· 0.49$ 12.29 Wl 0.974: 730(B -0.196 1.5.111!-03 4.931 ,Ma o.ns 14Jllll'l200 0,0713 3.79S· 1.111 19.G 4.1" o:u1 0.471 1'.G ,m 1.117 l70lll -0.11S 1.1931?-03 7.411 4.2$6 o.m 161'1/00 O.OS5 2.271· OS/1 ,.m 1'73 om o.m 3.77S 1.251 G.671 3297, -2.006 7.1626-04 4.6$0 ,~ o.617 laJl)O ,o.D$65 2M2 0.714 1.0 3.1114 OAS4 OJl00 111» 1.an 0.714 4131 -1.738 S.37tE-04 a.566 Uff ·o.1c 1~1000 0.0.W 3.Gl6 0.i?7 12.611 ' ,.749 o.676 OMS 12AU im. 0.19'1 '°2IIO: -1.617 9S1!1£-04 u.oas 4.175 o.aso Ul'1G>, omu un MIO •m 2.36$ 0.714 o.m 4.697 1.566 0.840 A298S -1.991 1A23E-03 S,712 3,226 o.619 14l'JSIO omu . ~" 0.982 9.234 s.oea 0.'112 o.an 9.234 "2.30P om 4310'> -1,774 1.d6SE-03 10.$&7 sm 0.164 · 14'11000 0.o713 ,.co 1.125 u:m S,74!1 D.133. 0.861 is:m 3.147 1.125 8T/7!I -1.604 1.IIOl5E-03 17.2'l0 4.159 o.as1 1~.-. O.l)7JS 4$S-1.268 24A 4J9S om cwo 24,"811 4.0Sl 1.268 · 104151 -1.466 2.14E-03 26.01A 4.'lf11 o.sm ·12Jl10l0 ·0.1011 4.017 1.18' 6.S27 2J.f9 o.m OJ01 dm 2.1'16 1.1~ 64807 -1.961 4JmE-O, 7,731 3.191 -0.623 .-,! • 12l'Jlll0 0.1017 4.'lf11 1.386 12.IIZ 3.G49 1.1167 o.m l:wl 3.221 1.346 .tma, -1.7'4 ,.'175E-03 ·14.342 S.620 0.168 . . , ., . • .. ,. ., .. 12FJ1000 0.1017 S.3111; 1Jll0, ~ ,.m 1.137· °"" 22.0_10 4AOi 1.$90 13\1~~ -1.ns S,4811!-03 23.$$4 4.121 CW4 . 121'J1200 0.1017 6.089 1.ffl 34.316 4.37S 1.191 OJIS ':4.316 S,1_19 1.ffl 17~ -U31 USIE-03 ·3$.564 4.677 o,gas 1.iur 0.741 .. 1'1C1'1600 W66 2.S41 0.741 4'"'1 2.41S 0.911 1.14$ ·~ 3711t -2.622 7.99CE-~ W2 3.743 0.$09 ·1QCP111D o.os&5 2.925 0.861 1.4'9 3,139· 1.oas . 1J21 i.374 2J116 o.as, ssrzz -~ 9.1991!-04 U.3& 4,1116 0.666 16X1'11000 o.DS65 3.SOZ UISl tS.744 U/11 l~i 1.%71 U.341· 3,!)20 l.01$ 7am -2.$77 1.lOIE-03 3S.197 4.&52 0.111 14Xl'1till0 omu S.114 0.,,7 $.A'Z1 2.406 1.21$ U31 's.m .1,80, 0.937 48210 -2811 1.519£-03 10.63.S 3.m 0.$10 14Xl'ml omu 3.661 1.DIO 10.ffl S.131 1.341 1.111,· 10.$91-2.641 1.oao 71oa5 -1'AI 1.8318-03 ISM 4.o70 0.667 14Xl'11000 omu 4.394 1.2114 19.673 ,..,; 2.oe6 1.270 0 l9irt S.403 1.274 9alQ -2:562 2.19:!E-03 43J94 4.a,$ 0.719 14Xl'11200 o.om 4.1'19 1.A37 30.222 4Ja7 2.202 usa :to.on S.000 1.432 117686 -2.37% 2.4'41!-03 64,11&5 $.310 (1.800 12XFIOI 0.10.17 4.490 1.322 1~ 2"91 1.670 1.124 • 1.$40 ;no· 1.322 ·mw -2.S76 ,.s.sm-03 14AS 3.690 OJU .12XPJ!IO 0.1017 S.111 -~.526 14.SOS 3.llS I.MS 1.100 14.101 3,701 1.526 11'22$ -2.318 S.261:E-03 25SSO 4.036 0~ .!. ' 12XP11000 0.1017 4417 : 1.131 27:-59'' 3.812 2.112 1.2$$ . 27.$94 SJ19 USl ¼51'1119 -2.$32 6.lllE-03 eo.D2a ,.ao:z o.m 12XP11200 0.1017 uoa 2.034 42.4.9 4.Sff. 3.D43 1.223 ~ 7#76 2,034 198~11 -2.343 7.013E-03 nm 5.271 o.aos 10Xf10> OJ:W· S.650 1.664 ,.,,, 2.)16 2.1117 -t.117 9;,93 3.131 1.664 fS'1(1 -2.S76 9.l.51E-OS' 18.1111 3.679 0.109 lQlCFJIIO 0.1215 6.ffl 1.921 ISMS 3.101 2.297· 1J19> ll.46S 4.616 1.921 131211 -2.317 l.GS7E-02 32.$17 4.1122 0.668 10XP.T1otio 0,12&S 7.132 1306 34.SOS 3MI s.s,a 1.249 S4Jal U02 .:z.,05 199531 -1.531 1.2698-02 7S.3<D 4.789 0.721 ~-1GXl'Jl200 0-1215 a.704 2,$Q S3.11J 4.$55 3.800 -1.211 SS.17> 8.162 2.$63 2S6aSO -2.341 lAllE-02 112.421 S.26' o.am .1. Effective properties are based on all 18-puge and lighter steel studs, track. and joists having a yield strength (Fy) of 33 ksi. All !~gauge and heavier steel studs, track, and joists are based on a yield_ strength of 50 ksi. ~ The Effective section properties are,determined.from the total effective widths of each element in accordance with the 1991 U.B.C. Standard N9. 27-9. . 3. Effective Ixx is based on Procedure I for deflection determination at the allowable moment (¥a)~ . ' 11 , 5762 bolsa avenue, suite 215 huntlngton beach, ca 92649 71 4 891 -5582 ~-~- JOBNof~71 BY yJt:,..., DATE cP/lt; SH. {p OF u)~ uJ~l>ii-I)~ umf'H,1rt. f'A,Jas, ~ ~PAIJ itp~1·u,,.,;r,4;,.w uJ ,~F;J WtJt.l! .5T11P5' e 4-1 .... 3 p....-. WAu.. W,at 4tt-r ~ 5 p~,=:-- ft? fJ... (2.4-w~ JIJFo Sf;/;. ~H-'5 7.;_/5; FP1'- £AJ, tie .J,-,}~ pe#t.r,(11"!;9/ ~~ ?/d-~ Ju-11 . Z f.f w~·t2.6, f1Vf;,.; .5Ee-. 5ttr7 lb 4 Jq Fpf.. P~~f:fZ,11e5 r\-T::..~,91 u)tfi)t.1.2,, ==-( ~~;,r)/_,f,~::: :ZI Y, 11~~ w "l~ I ~ Mr:;_ r., "'"~ · J; ~ t~Y,'1tlt•t,',,apfG1-otL-- "', u z~-V1 w, y_, z'Tl!f1, (I, ,t-L ~'bt..- CLIENT: SUBJECT: SAMPLE ID: Clean Rooms West 1392 Industrial Drive Tustin, CA 92780 Attn: Steve Alley Test Report No: RJ469~ 8386 White Oak Avenue lt1P11 1 Rancho Cucamonga. CA 91730 sosM:s.02so ph. I 909.483.0338 tx. Date: April 22, 2016 Transverse Load Test on Three 4n Hollow Wall Panels with D Lite 6mm Skins "4" Hollow Wall Panels with D Ute 6mm Skins on each side wall panels measuring 4' x 12' weighing 160/bs" SAMPLING DETAIi-: Test samples were submitted to the laboratory directly by the client. No special sampling conditions or sample preparation were observed by QAI. DATE OF RECEIPT: Samples were received at QAI on May 21, 2013. TESTING PERIOD: April 21, 2016. AUTHORIZATION: QAI Proposal No.16M804191, dated April 19, 2016. Signed by Steve Alley, .President of Clean Rooms West. TEST PROCEDURE: Testing was conducted in accordancewitn Section 11 of ASTM E72-10, Standard Test Methods of Conducting Strength Tests of Panels for Building-Construction. Additional test procedures and methods are provided on page 2 of this report. TEST RE;:SULTS: Test results are provided on pages 2 through 5 of this report. Prepared By ~- Chris Taylor Physical Testing Page 1 of 9 for nd on behalf of b atorles, Inc. D J1l Laboratory Supervisor THIS REPORT IS THE CONl'iDeNTIALPROPeRTYOFTHECUENT AOOR£SSl!O. TH! REl'ORT.MAYOHLY BE REPROOUCEDIN FULL PUBUCATIONOFEXTRACTS FROMTHIS REPORT IS NOT PERAIITTED\'ATHOUTWRmEN APPROVAL FROM QAL ANt UA8IUTY ATTACHIDTMERITO IS LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFEREHCEO. TMERl!SULTSOFTNISREP0RT_P£RTAINOHI.YTOTHESPECIFICSAMl't.E(S)EVALUA1E0. WWW.QAI.ORG info@qai.o,g ORI TRANSVERSE LOAD TEST PER ASTM.E72 Test Procedure Clean Rooms West. Report No.: RJ4695 April22,2016 Page2of9 Three full-size panels were individually placed horizontally on test chamber as outlined in the Section 11 of ASTM E72 Standard. The testing span of the panels were 140•. Dial indicators were located midspan, at each edge of the panel. After initial deflection readings were recorded, test loads were applied to the test specimen in 5 psf increments to failure. At each increment, deflection measurements were recorded upon initial application of the load and after 5 minutes. After the measurements were recorded, the load was released and initial set readings recorded. Set readings were again recorded after a 5 minute period. A photograph of the test ~et-up is provided In the appendix of this report. Test Results Applied ·Net Deflection of Panel Upon Initial Application of Load (In) Load (lbs) Pal'.lel No.1 Panel No.2 Panel No.3 0 0 0 0 5 0.29 0.27 0.24 10 0.51 0.46 0.47 15 -, , 0.75 .. 0.71 0.71 20 0.96 0.90 0.90 25 1.16 1.12 1.13 30 1.42 1.32 1.36 40 ,,, 1.83 1.84 1.86 Applied Net Deflection of Panel After 5 Minute.$ Under Load (In) Load (lbs) Panel No.1 . PanelNo.2 PaneJ No.3 ,0 0 0 0 5 , 0.28 0.25 0.28 10 0.54 0.50 0.53 . 15 0.79 0.76 0.77 20 1.00 ·1.01 1.01 25 1.26 1.24 1.24 30 1.50 1.46 1.52 40 1.92 1.89 1.94 THIS REPORT IS TIii! CONFICENTIAL PROPERTY OfTHE CUENl'ADDRESSED. THE REPORT MAY ONLY BE REPROOIJCED IN FULL PUSUCATION OF EXTRACTS FROM TiilS REPORT IS NOT Pl!RMJTTEO VtfTHOU1'WRITT!H N'PRO/M. FROM QAI. N« UA8IUTY ATTACHED THERETO IS UMITEDTO THE FEE CHARGED FOR THE INCIVIDUM. PROJECT FILE REFERENCED, 1lll! RESULTS OfTHIS REPORT PERT~ ONLY TO THE SPECIFIC SAMl't.E(SJ EVALUATED, WWW~OAI.ORG info@qai.org 4 ORI UIOUfOIIII Clean Rooms West Report No.: RJ4695 April22,2016 Page3 of9 _TRANSVERSE LOAD TEST PER ASTM E72 (CONTI Test Results·{Con't) AppUed Net Initial Panel Set (In) Load (lbs) Panel NQ.1 PanelNo.2 0 0 0 5 0.02 ., 0.03' ·10 0.06 0.05 15 0.09 0.07 20 0.12 ' 0.11 25 0.12 0.13 30 0.32 -0.09 40. 0.19 " Applied Load (lbs) NetPanel Set After 5 Minutes (In) Paoel No.1 . Panel No.2 0 ·o. 0 5 0.01 0.01 10 0.03 0.02 -15 0.05. 0.03' 20 0.07 0.04 .25 0.08 -0.05 30 0.10 0.06 40 0.11 Panel No.3 0 0;03 0.05 0.08 0.05 0.08 0.14 0.18 Panel No.3 0 0.01 0.02 0.03 0.03 0.04 0.07 0.10 -The result$ of the transverse load tests are shown graphioally on pages 4 though 7 of this report. Test Observations Panel Mode of Failure No. 1 The panel became un-adhered to the frame and the frame began to buckle at '' mid-scan under a test load of 111.8 osf. 2 The panel became un-adhered to the frame and..theframe began to buckle at mid-scan under a test load of 110.2. psf •. 3 The panel ~ecame un-adhered to the frame and the frame began to buckle at mid-scan under a test load of 116 csf. The average ultimate load of the three panels was 112.6 psf. The maximum deviation from the average qt the three tests was 3%. THIS REPORT ISTHECOHl'lCENTIALPRaoeRTYOFTIECI.IEHT AOORESSEO, THE REPORT MAY ONL"t' BE REPROO\JCEDIN FUU.. PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTED WTHOUTWRITTEN N'f'ftCNAJ.. FROM QAL Allf LlASIUTY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INCMOUAL PROJECT FILE REFERENCED. TH£ RESUI.TS OF THIS REPORT Pl!RTAII,! ONLY TO TH& SPECIFIC SAMPLE($) EVALUATED. WWW.QAI.ORG info@qal.org QAI 45 40 j ! I I 35 I I ! 'J 30 I I ' ' G:' ! "' 0. i ;' 25 ~ ! a. . 0. I ~ 20 I nl .9 i I 15 I 10 l 5 0 0 0.2 Net Deflection of panel Upon lnltlal Application of Load 0.4 0.6 0.8 Initial Load 1 Deflection (in) 1.2 1.4 1.6 1.8 ,o Clean Rooms West Report No.: RJ4695 April 22, 2016 Page4 of 9 -Testl -O-test2 --o-Test3 2 THIS REPORT IS THE C0NFIDENTIAI. PROPERTY OF THE CLIENT~ TliE Rl!PORT MAY ONL'( BE REPRODUCED IN FULL PUBLICATION OF EXTRACTS FROM THIS REPOftT IS NOT PERMITTED WITHOUT~N'f'ROVAL FROM QAL »« IJABIUTY ATTACHED THERETO IS LIMITED TO THE FEE CHARGED FOR THE INDMDUAL PROJECT FILE REFERENCED. . THE RESULTS OFTHIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPI.E(S) EVALUATED. WWW.QAI.ORG info@qai.org 11111 .4s I 40 35 30 i :; 25 .9 '0 .!! 20 a. l 15 10 s 0 0 Net Deflection _of Panel after 5 Minutes under Load Under Load After 5 Min o.s 1 1.5 2 Deflection (in) Net Panel Set after Initial Release of Load I I Clean Rooms West Report No.: RJ4695 April 22, 2016 Page 5 of9 2.5 ...,_Testl -.-rest2 -1"r-Test 3 A graph for the initial release is not shown du.e to outlayers in data causing deflection variance. THIS REPORT IS THE COHFIDEHTIAL PROPERTY OF THE Cl.JENT ACICRl;SSEO. THE REl'0RT MAY ONLY BE REPRODUCED IN FULL PUBLICATION OF EXTRACTS FROM TlilS REPORT IS NOT PERMITrEO Yt1THOUTWMTEN N'PR<NM. FROM QAL N« LIABILl'T'( ATTACHED THERETO IS UMITEDTO THE FEE CHARGED FOR THE INCMDUAL PROJECT FILE REFERENCED. , THE RESULTS OFTHIS REPORT PERTAIN ONLY TO THE SPECIFICSAMPI.E(S) EVALUATED. WWW.OAJ.ORG info@qai.org J, ORI 45 35 30. 1 I C' "' ..&; 25 "ti .!3 "ti Ill ~ 20 Q. < 15 10 5 0 0 0.02 0.04 Net Panel Set after 5 Minutes Set After 5 Min 0.06 Deflectio!l {in) 0.08 0.1 Clean Rooms West Report No.: RJ4695 April 22, 2016 Page6of9 0.12 -e-Test2 ...... Testl -O-Test3 Tl1IS RePOR1' IS THE CONFIDENTIAL PROPERTY·OF THE CUENr ADORESSEI>, TH& REPORT MAY ONLY BE REPROCIJCED IN FULL PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOT PERMITTEDWITHOUTWRITTEN N'PftOVAL FROM QAI. Nit LlA8IUlY ATTACHEO TH&ReTO IS LIMITED TO THE FE! CHARGED FOR THE INDMCUAL PROJECT FILE REFERENCED. . TH& RESULTS OFTHIS R!P0RT ~TAIN ONI.Y TO THE SPECIFIC SAMPLE(S) EVALUATED • . WWW.QAI.ORG info@qai.org POOR QUALITY ORIGINAL S OIII APPENDIX Photograph No.1 Transverse Load Test Assembly Clean Rooms West Report No.: RJ4695 April 22, 2016 Page 7 of9 THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CLIENT ADDRESSED. THE REPORT MAY ONLY BE REPROOUCED IN FULL PUBLICATION OF EXTRACTS FROM THIS RePOR1' IS NOT PERMITTEO'MTHOUTWRITTEH APPROVAL FROM 0AI. N« LIABIUTY ATTACHID THERETO iS LIMITED TO THE FEE CHARGED FOR THE INtll\llDUAL PROJECT FILE REFERENCED. THliRESUI.TSOFTHISREPORTJ1ERTAINOHLYTOTHE$PECIFICSAMPLE(S)EVALUATE0. WWW.QAI.ORG info@qai.org OAI APPENDIX Typical Mode of failure: The pane) skin pulled from the frame and ftame began to buckle Clean Rooms West Report No.: RJ4695 April22,2016 Page 8 of9 THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CUENT ADDRESSED. THI! REPORT MAY ONLY BE R&PROOUCED IN FULL PUBLICATION OF EXTRACTS FROM THIS REPORT IS HOT PERMITTED 'Ml'HOUrv.ftm'EH AFPROVAL FROM 0AI. ANY-LIABILITY ATTACHED THERETO is LIMITED TO THE FEE CHARGED FOR THE INDIVIDUAL PROJECT FILE REFERENCm THE RESULTS OFTHIS REPORT PERTAIN ONLY TO THE SPECIFIC SAMPI.E(S) EVALUATED, WWW.QAI.ORG info@qai.org APPENDIX Cont. Photograph' No. 3 Panel Under Load ****End of Report**ff Clean Rooms West Report No.: RJ4695 April 22, 2016 Page9 of9 THIS REPORT IS THE CONFIDENTIAL PROPERTY OF THE CUENT ADDReSSEO, THE REPORT MAY ONLY BE REPRODUCED IN FUl.L. PUBLICATION OF EXTRACTS FROM THIS REPORT IS NOlPERMITTEOV't1THOUTMll:TI!H N'Pf«'NAL FROM 0AI. ANY L/A8IU1Y ATTACHED TliERETO IS LIMITEDTO THE FEE CHARGED FOR THE INCMOUAL PROJECT FILE REFERENCED. THER&SULTSOFTHISR&PORTPERTAINONLYTOTHESP£CIFICSAMPLE(S)EVALUATED. WWW.QAI.ORG lnfo@qaiorg 16912 bolta ctllcaroad,IUlte 111'1 huritington beach, ca· 926'9 714 840-5582 e.i.-~t-11SMT" ~{a.Jt- . I. (,,q'l\(.01)(~)==-..• ~ t,.. (.~1)l,4=-t1 "57i4' _, (, t;u ll,di6}~ _::; ' ' ~ ~ ::: Z,(A,'\,Ji.8# I, 11-6 .1~ =-I, ~ 'Z-4-,,J+' © )( (1..J) ~)O ::-:,. l,-=-to/t.,'f.C\6"'.F I 4&,4--,,J3J . (l~ $ I, u,4-,,_, A>A· l, ll!?> ,alS ·,006 el(,~) 0 \,c:\41 l,44-1 t) JOBNo. llo017 BY. WV DATE Cl/11,P SH. 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JOBNO.JflJ17 BY I \/f V DATE~/111 SHl'l OF 0 - I. lh1 - . . 5762 bolso avenue. suite 215 huntlngton beach, co 92649 714 891-5582 JOB Nof t,b17 BY w<:::--- DATE t;,fl~ SH~OF u) M' ,--~ e, ::. { !? ff?f){ 4, t,;} ~ -&I~ Y-If,::. ,eJ/)r tt. -~Ml>ru... )C. e :::. t '1 ~ ' . ' t)jf;. ~ H-f L,.TJ ,~ 6D L-7> -w ~ . A-tr fl;~ e,, +e ~"'":J::- u, i= 1c.,z..g1 Si-;J!, +rL '7rtlt? . ~ ~-s~l,.. A!r rot . 4 tt £Jr (Lt!:-5TIJ"7 ! ft;;(!;, ~H"'r.S, r4' ~ 1 '1 f!t,t-f~ft1,1,f!:.f, ~:::. (0 I WHt>t-, i.,~ tl ~ W ~ t 10• 4 -::· 'l§Z'/, 1/.l't .=:-~t/.4'1 f;,I ·pP·L--.(t11(1Jf )/.th t4J){ICf,1).:;.1~~ • p'T\, ~ t156"~ ~~ ,~eq/1,1 t6~'1°l'f fp ( . :;. '-1 ~ I, Jt-~ .. llP t !> i,, t t-l/-~/ f'~:. l Oy I yt., utt~ IOO --FA '-571 Dpjt)I) · ~:,ilt> #?~I · ~/ _¼-::-,~ V. 01 -=-11., 1 -F~ ~ II, ,, _ (, z114,,Jt rz.., 1) · :::. e4t't ff,, 0,J-t~,_, 11,y',-HP f--S tl'J/0-tttJf·,, tt:t,~ ,1--, J5!?~ l1 o . ·. 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Io, LI)~ • t:(,'$0 'tt- T ,::-l-uJ ~'574-1o/~·tf1~~ ~E=w Wt11+ {t.)~~IJ.1--S!? ~~~ ~'-~S: ILl/r~~ t.12>,,yt,,'l,~-IA-+ FtA,. ~ftr~/e)/p11ft-.Jt,.,11)/t,1R1 ::..t~it11?~• f ~-( i~, '4 t t-?~)ltJ :-, JI 11Jt -Al/4 W vn+ ( 11 (2/PJJ GI?, 1-~ ~ f!;~-t$$> lll/ ~,_, ~ t 5' I -· ~~ /J5' i-..;; /J$ I ""' JOB Nof //>IJ7J BY \M~ DATE b/f/.,1 SH.t'fOF f AA,,A, ~ { (p5 ltJ) {,$\ e;)/ 11 v-,tJ +1· ~ --t) ~-~ t ', .~ ~~:~~ ~~ ~ ll 5762 bolso avenue. suite 215 huntlngtan Qeoch, ca 92649 714 891-5582 A-:k,n::.tZ ~ ?GPlzf ~1--~~ ~~ JOB NO.\ /pt) 11 BY. W /_. DATE ~/i~ SH.t.-~F PA-i-f., ~ (t-~i1P){,11z,,){1.,) ~ ,,-a1 •--t>V--· r,;v, 8At~t,,)' Wt 'T1+ ?'4-I/+ i'~\L ,--i:, ,~ ', Y~(WaA, !:'>1\.)~ (!9P)/,l),~P~--tvt~ tJo, ~G)fJ c l~io/t~ 1 :=..1, o -'·'iM/!;~:fil!t# µ),4~l-7 . " TI) *=--r··;,, -,;((J67) l Y kfk ( -ro ,011 ' w~-tJ ~(tp 4: oJ/fl:1;,} ~ 'tA· ~·· t,Jp, M:t; ,~ I ti, '1 /, !&6: (1 -z,2 ~.,,k rttt.-z ~rd ii: tP ,::.A:f :r,2,4'; ~- ('1 / ~V-~ '?~I ~) 5762 bofsa avenue, suite 215 huntfngton beach. co 92649 714 891-5582 Ct~"--7-vf!,-fvt.JAd~ t..~ f? J u)~L-, :--( 1,0){1,,)~· l4-"' P~ 1"?i.-?~ Nl.~ ~ ~ )l~· 5~ ~v(flt>}/,,1,,) ... i.~1J' •A; /J&,P ~;8 ~,Jf,~ (il~t,1,J Ctl)tJ()t.i-z,,,,J L -ro 7iJ~--fVt.w,J7! JOB No.J!PI 7 7 BY W.(,,..,, DATE tl/tv sHZ.//oF W'trM-lt>M :ff.¢~# l)vr, 1"V 4 -~c)~PJ)/LJ-J,J;,~ V / ~ve,,, Pvt..t--L,.;:::, 1 ?t-':P'f~-~,,,-J;! ~ ~11W'~ .,~ M rv~ et t-14· ~ !;,/. . . :3, -/'I-~ Ct,'!,J / /,J;;:;.. "/,,1J M () Z,'t t./ W. (:)f 1 ~~ f tJ ,.,. fl) ~L 1,JJ, -fv'L I J ~() '-tMJtfL ~ft\ ~-(~!?I)( ¾4 -t 1 -r,) ~ t tot~ ";fl~ r:;. I lP /4_ q 1 I ,i,)~ t\ tu:,. r' I f,r-0 9{telr,?f;.i..- . ;::A-rt\ "IL- 5762 bolso avenue, suite 215 huntlngton beach. co 92649 714 891-5582 /, -;t-1:k ~111-~ & IZ-~t--A::r: . P~M.--1.bt.-~µf Pt;t.~ e,14=:- ~ r;~A.. c,011)/i,fJ~ w5o41=--- v~(#-,o ~tl$ 1J tM ~M~::;{tf,'1}j~) . . -::: (-'i}O PJ-"' µo ~f ~ Itri 1 .', tfi_f. /E. lcA 71"¾ o F :HJd¢--~ ei:, 1-,0 ~~..s: ee-_ w i1lJ-~ l 1t.--'1 w i~f; .,.ei i-I a4-~ .(2 ,f--,... i ~ Z-6 _A'i,5' -, ~,)(, H'l )~ $~~ P, I -e,1£- /, vae.. Au.JM ~ 1 ~ )( , , "A t: $ JOB Nol/.JIJ1J BY v,IL- DATE 1//11.; sHt,,1 OF 5762 bolsa avenue. suite 215 huntlngton beach. ca 926'19 714 891-5582 JOB No.fb~17 BY Wt- DATE tJ/tt,, SH:t·~OF wl~, !J),:::;. (, t, 1)(/111)/71') + (t,/#}l'?)(o)): ~'?1'1. ~ '~" . . ~,~,~ -:::.. (,t 1 ){ /J IA b t.,) ~ {~f ?.f){ ")) ~-!?V !k )I(!' +fl ~ t-4--~"I~ --· UM . I Alrf) ~ V/U-A·l-:L,;- \/{ C. I ,J(;, 1)-;;. ( ~l, 1)ft~)f /, 'l 1k~'t7) /1p) :::; ~f:~ 7 / it-. · ~1P·'}-V { 1...1,re, f?) ~ tfoW~ t.13J/'~-l~t 1Jtt~~&--JI, I ~ . ~7'1 .. vi 1,,,.1,J~ t:t): to1()1f+· a)tr;, /"J'l1)t,i.J=-·rt,b ~ '1{ t-1,Jf;. l 0) ~-~/6#'':; ~ IJ,tj; t1,: ~ktf;G Gfcl( 1~! L.., JE:. 7 ~ 4~ ,y w80=-l,'95'" -~) ~c-r;; o F ~flltt.tz · . I f:A-' J,e-r t?-Ff,tk.t,-~) t8 ::. 4, ,z, --{"i )7t.7;, 'i ~ 4,-~ (!?)7~rl,, . ., :rt Project Name: Argonaut Project Address: 2841 Loker Ave East Carlsbad 92010 Compliance Scope: ExistingAlteration A. PROJECT GENERAL INFORMATION 1. Project Location (city) Carlsbad 2. CA Zip Code 92010 3. Climate Zone 7 4. Total Conditioned Floor Area 7,231 ft2 5. Total Unconditioned Floor Area 0 ft2 6. .# of Stories (Habitable Above Grade) 1 B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS 1. Energy Component 2. Standard Design (TDV) . Space Heating 0.5 Space Cooling 67.1 · Indoor Fans 104.6 Heat Rejection -- Pumps &'Misc. -- Domestic Hot Water 5.7 Indoor Lighting 86.4 COMPLIANCE TOTAL 264.3 Receptacle 75.2 Process 136.2 Pcrocess Ltg -- TOTAL 475.7 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance NRCC-PRF-01-E Page 1 of 18 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Input File Name: argonaut.cibd 7. # of dwelling units 0 8. Standards Version Compliance2015 9. Compliance Software (version) . CBECC-Com 2013-3c (760) 10. Building Orientation {deg) (N) 0 deg 11. Permitted Scope of Work ExistingAlteration 12 Building Type(s) Nonresidential 1§ 140.1 BUILDING COMPLIES 3. Proposed Design (TDV) 4. Compliance Margin ff'DV) 5. Percent Better than Standard 4.8 77.9 73.8 -- 0.4 -- 86.4 243.3· 75.2 136.2 -- 454.7 RECE!,IED JUN 2 2 2016 crrY OF CARLSBAD BUILDING DIVISION -4.3. -860.0% -i0.8 -16.1% 30.8 29.4% · ---- . -0.4 -- 5,7 --0.0% 21.0, 7.9% 0.0 0.0% 0.0 0.0% ---- 21.0 4.4% ~ ·~ ~ Report Version: NRCC-PRF-01-E-05132016-760 P,port Geaerared at, 20'c;7C~ C/ 5 r ~ Project Name: Argonaut N RCC-PRF-01-E Page 2 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings) 1st Indoor Fans: Check envelope and mechanical Compliance Margin By Energy Component (from Table B column 4) 2nd Domestic Hot Water: Check mechanical 3rd Heat Rejection: Check envelope and mechanical 4th Indoor Lighting: Check lighting 5th Pumps & Misc.: Check mechanical 6th Space Heating: Check envelope and mechanical Indoor Fans Domestic Hot Water Heat Rejection Indoor Lighting Pumps & Misc. Space Heating Space Cooling l 7th Space Cooling: Check envelope and mechanical .... -........................ ·-.. --............ -............................ _" ........ _ ... _ ... !. ·D. EXCEPTIONAL CONDITIONS E .. HERS VERIFICATION This Section l;>oes Not Apply F. ADDITIONAL REMARKS This is a proces.s clean room. Temperature.and Humidity are precisely controlled. The required air flow is between 5 .and 8 times the normal comfort air flow air requirement. Economizer cycle riot applicable to process clean rooms as this ·interfers with certified room pressurization requirements. All HVAC for process clean rooms is used to maintain-process requirements first. Occupant comfort is desirable but is of secondary importance. CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-760 .. i ' I I"""' 1 -.,,I I Report Generated at: 2016-06-02 18:43:47 ,. Project Name: Argonaut NRCC-PRF-01-E Page 3 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY Identify which building components use the performance or prescriptive path for compliance. "NA"= not in project For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans. Building Component Compliance Path Compliance Forms (required for submittal} Location of Mandatory Notes on Plans D Performance NRCC-PRF-ENV-DETAILS {section of the NRCC-PRF-01-E) Envelope D Prescriptive NRCC-ENV-01 / 02 / 03 / 04 / 05 / 06-E ~ NA ~ Performance NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-01-E) Mechanical 'D Prescriptive NRCC-MCH-01 / 02 / 03 / 04 / 05 / 06 / 07-E D. NA d Performance NRCC-PRF-PLB-DETAILS (section of the NRCC-PRF-01-E) Dol'r)estic Hot Water D Prescriptive . NRtC.PLB-01-E ~ NA ,0 Performance NRCC-PRF-LTI-DETAllS .(section of the NRCC-PRF-01-E) Lighting {Indoor Conditioned) D Prescriptive NRCC-LTI-0i /02) 03 / 04 / 05-E ~ NA o· Performance S2 (section of the NRCC-PRF-01-E) Covered Process: ·o Prescriptlve NRCC-PRC-01/ 03-E Commercial Kitchens ~ NA .. ·o Performance S3 (section of the NRCC-PRF-01-E) C:overed Process: D Prescriptive NRCC-PRC-01/ 04-E Computer Rooms ~ NA ; D . Performance S4 (section of the NRCC-PRF-01-E) Covered Process: .[] Prescriptive NRCCaPRC-01/ 09-E Laboratory Exhaust ~ NA CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-0hE-05132016-760 Report Generated at: 2016-06-02 18:43:47 Project Name: Argonaut NRCC-PRF-01-E Page 4 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.db<;! G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY The following building components are only eligible for prescriptive compliance. Indicate which are The following building components may have mandatory requirements per Part 6. Indicate relevant to the project. which are relevant to the project. Yes NA Prescriptive Requirement Compliance Forms Yes NA Mandatory Requirement Compliance Forms Lighting (Indoor Commissioning: §120.8 D !81 NRCC-LTl-01 / 02 / 03 / 04 / 05-E !81 D Simple Systems NRCC-CXR-01 / 02 / 03 / 05-E Unconditioned) §140.6 D !81 Complex Systems NRCC-CXR-01 / 02 / 04 / 05-E D !81 Lighting (Outdoor) §140.7 NRCC-LT0-01 / 02 / 03-E D !81 Electrical: §130.5 NRCC-ELC-01-E D !81 Lighting (Sign) §140.8 ·N RCC-tTS-01-E D !81 Solar Ready: §110.:LO NRCC-SRA-01 / 02-E Covered Process: §120.6 NRCC-PRC-01-E D !81 Parking Garage NRCC-PRC-02-1; D !81 Solar Thermal Water NRCC0STH-0l~E D !81 Commercial Refrigeration NRCC-PRC-05-E Heating: §1405 D !81 Warehouse Refrigeration NRCC-PRC-06/07 /08-E D !81 Compressed Air . NRCC-PRC-10-E D !81 Process Boilers NRCC-PJK-11-E CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF001-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 Project Name: Argonaut NRCC-PRF-01-E Page 5 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV} - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance Confirmed (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Building Component Compliance Forms (required for submittal) Pass Fail ~ NRCI-ENV-01-E -For all buildings D D Envelope D NRCA-ENV-02-F-NFRC label verification for fenestration D D · ~ NRCI-MCH-01-E -For all buildings with Mechanical Systems D D 0 NRCA-MCH~02-A-Outdoor Air D D 0 NRCA-MCH-03-A-Constant Volume Single Zone HVAC D D 0 NRCA-MCH-04-H-Air Distribution Duct Leakage D D D NRCA-MCH-05-A--Air Economizer Controls D 0 , D · NRCA-MCH-06-A-Demand Control Ventilation D D 0 NRCA-MCH-07-A-Supply Fan Variable Flow Controls .o D 0 NRCA-MCH-08-A-Valve Leakage Test D 0: D NRCA-MCH-09-A-Supply Water Temp Reset Controls D D Mechanical O· NRCA-MCH-10-A-Hydronic·System Variable Flow Controls D D 0 NRCA-MCH-11-A-Auto Demand Shed Controls D tJ D NRCA-MCH-12-A-P~ckaged Direct Expansion Units D D D NRCA-MCH-13-A-Air Handling Units and Zone Terminal Units D D · 0 NRCA-MCH-14-A-Distributed Energy Storage D D D NRCA-MCH-15-A-Thermal Energy Storage D D 0 NRCA-MCH-16-A-Supply Air Temp Reset Controls D D D NRCA-M<;:H-17-A-Condensate Water Temp Reset Controls o· D D NRCA-MCH-.18-A-Ener~y Management Controls Systems D D 0 NRCV-MCH-04-H-Duct Leakage Test D D CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-76!) Report Generated at: 2016-06-02 18:43:47 Project Name: Argonaut NRCC-PRF-01-E Page 6 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance Confirmed (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Building Component Compliance Forms (required for submittal) Pass Fail D NRCI-PLB-01-E -For all buildings with Plumbing Systems D D · D NRCI-PLB-02-E -required on central systems in high-rise residential, hotel/motel application. D D . D NRCI-PLB-03-E -,Single dwelling unit systems in high-rise residential, hotel/motel application. D D D NRCI-PLB-21-E -HERS verified central systems in high-rise residential, hotel/motel application. D D Plumbing D NRCI-PLB-22-E -HERS verified single dwelling unit systems in high-rise residential, hotel/m~tel application. D D D NRCV-PLB-21-H-HERS vedfied central ,systems in high-rise residential, hotel/motel application. D D D NRCV,PLB-22-H -HERS verified single dwelling unit systems in high-rise residential, hotel/motel application. D D , D NRCI-STH-01-E -Any solar water:heating D D D NRGI-LTl-01-E -For all builc;lings D D D NRCI-LTl-02sE -Lighting c~ntrol system, or for an J:nergy Management Control System (EMCS) d D · D NRCI-LTl-03-E -Line-voltage track lighting int~gral current limiter, or for a supplementary overcurrent protection panel used to D D energize only line-voltage track lighting D NRCI-LTl-04-E -Two interlocked systems serving an auditorium, a convention center, a conference room, or a theater D d Indoor Lighting D NRCI-LTl-05-E -Lighting·Control Credit Power Adjustment Factor (PAF) D D D NRCI-LTl-06-!: -Additional wattage installed in a video conferencing studio D D D NRCA-LTl-02-A-Occupancy sensors and automatic time switch controls. D D D NRCA-LTl-03-A -Automatic daylightin~ controls D D D NRCA,LTl-04"A-Demand responsive lighting controls D D 0 NRCI-LT0-01-E -Outdoor Lighting D D Qutdoor Lighting 0 NRCI-LT0°02-E-EMCS Lighting Control System D D , 0 NRCA-LTO-02-A -Outdoor Lighting Control D D Sign .Lighting 0 NRCI-LTS-Ol~E-Sign Lighting D [j Electrical D NRClsELC-01-E -Electricai Power Distribution D D Photovoltaic . 0 NRCI-SPV-01-E Photovoltaic Systems [j D CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generateq at: 2016-06-02 18:43:47 ,' Project Name: Argonaut NRCC-PRF-01-E Page 7 of 18 Project Address: 2841 loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV) - Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance Confirmed (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Building Component Compliance Forms (required for submittal) Pass Fail D NRCI-PRC-01-E Refrigerated Warehouse : D D D NRCA-PRC-01-F-Compressed Air Systems D D 0 NRCA-PRC-02-F-Kitchen Exhaust D D 0 NRCA-PRC-03-F-Garage Exhaust D D Covered Process D NRCA-PRC-04-F, Refrigerated Warehouse-Evaporator Fan Motor Controls D D D NRGA-PRC:-05-F-Refrigerated Warehouse-Evaporative Condenser Controls D D D NRCA-PRC-06-F-Refrigerated Warehouse-Air Cooled Condenser Controls D D 0 NRCA-PRC-07F-Refrigerated Warehouse-Variable Speed Coinpresso~ D D 0 NRCA-PRC-08-F-Electdcal Resistance Underslab Heating·System D D I. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS'for more information) 1. Total Conditioned Floor Area 7,231.ft2 5. Number of Floors Above Grade 1 Confirmed 2. Total· Unconditioned Floor Area 0ft2 ~-,Number of Floors Below Grade 0 3. Addition Conditioned .Floor Area ,0 'ft2 "'0 "Tl Al Al 4. Addition Unconditioned Floor Area ,0 ft2 "' -"' , 7. Opaque Surfaces & Orientation 8. Total Gross Surface Area. 9. Total Fenestration Area 10. Window to Wall Ratio North Wall 5 ft2 0 ft2 00.0% D D ,. .East Wall 0.ft2 0 ft2 00.0% D D South Wall 0ft2 0ft2 00.0% D D WestWall 0 ft2 0ft2 00.0% d D Total 5 ft2 ' 0ft2 00.0% D D Roof 0ft2 0ft2 00.0% D D CA Buili:ling Energy Efficiency Standards-2013 Nonresid.ential Compliance Report Version: I\IRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06°0218:43:47 ,j Project Name: Argonaut NRCC-PRF-01-E Page 8 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd J. FENESTRATION SUMMARY § 110.6 This Section Does Not Apply K. OPAQUE SURFACE ASSEMBLY SUMMARY § 120.7/ § 140.3 Confirmed 1. 2. 3. 4. 5. 6. 7. 8. ~ -g "T1 Framing Cavity Continuous U-Factor / F-Factor DI ~ Surface Name Surface Type Area (ft2) DI "' ... "' Type R-Value R-Value / C-Factor C "' ... ConstructAssembly 1 lnteriorFloor 7231 NA 0 NA U-Factor: 0.508 E D D ConstructAssembly 2 Ceiling 7231 NA 0 13 U-Factor: 0.069 E D D ConstructAssembly 5 ExteriorWall 5 NA 0 13 U-Factor: 0.072 E D D 1 Status: N -New, A-Altered, £ -Existing L. ROOFING PRODUCT SUMMARY l § 140.3 This Section Does Not Apply M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) § 11,0;l / § 110;2 Dry System Equipment 1 (Fan & Economizer info included below in Table N) Confirmed·. 1. 2. 3. 4. s. 6. 7. 8. 9. 10. 11. System Type Total Heating Supp Heat Total Cooling Acceptance "' -g ~ Supp Heat Efficiency Testing ... DI "' Equip Name Equip Type (Simple3 or Qty Output Output Output DI "' ... Source (Y/N) Required? (V/N) C Complex 4) (kBtu/h) (kBtuh) (kBtu/h) ,.,, Cooling Heating 5 "' , SZHP ZoneSystem 1 (Packaged3Phase) Simple 1 120 No Q 120 EER-11.6 COP-3.3 Yes N , D D, ZoneSystem 2 SZHP Simple 1 48 No 0 48 SEER-15.0 HSPF-8.2 Yes N D D (Packaged3Phase) ZoneSystem 3 SZHP ·Simple 1 72 No 0 72 EER-13.2 COP-3.4 Yes N D D (Packaged3Phase) ZoneSystem 4 SZHP Simple 1 48 No 0 48 SEER-15.0 HSPF-8.2 Yes N D D (Packaged3Phase) ZoneSystem 5 SZHP ·, 'COP-3.3 D D (Packaged3Phase) Simple 1 120 ·No 0 120 EER-11.6 Yes N CA Building Energy Efficiency Standards-2013 Nonresidential·Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 Project Name: Argonaut N RCC-PRF-01-E Page 9 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd Wet System Equipment 2 Pumps 12. 13. 14. 15. 16. Equip Name Equip Type Qty . Vol (gal) Rated Capacity Boiler 1 HotWater NA NA Boiler 2 HotWater NA NA 1 Dry System Equipment includes furnaces, air handling units, heat pumps, etc. 2 Wet System Equipment includes boilers, chillers, cooling towers, water heaters, etc. 3 Simple Systems must complete NRCC-CXR-03-E commissioning design review form 4 Complex Systems must complete ·NRCC-CXR-04-E commissioning design review form 5 A summary of which acceptance tests are opp/icoble is provided in NRCC-PRF-MCH-DETAILS 6 Status: N -New, A -Altered, E -Existing (kBtu/h) 1231 40 17. 18. 19. 20. 21. 22. Tank Efficiency Standby Loss Ext. R Qty GPM HP Value Thrml. Eff: 0.80 NA NA 1 137.0 7.500 Thrml. Eff.: 0.82 NA NA 1 1.1 0.250 piscrepancy between modeled and designed equipm.tmt sizing? (if "Yes", see Table .F. "Additional Remarks" for an explanation) No , N; ECONOMIZER & FAN SYSTEMS SUMMARY1 1. 2. 3. 4. - Outside Supply Fan Return Fan Air Equip Name TSP TSP CFM CFM .. HP BHP (inch Control CFM HP BHP (inch Control WC) WC) ZoneSystem 1 765 3500 2.000 0.919 1.55 ConstantVolume NA NA NA NA NA ZoneSystem 2 56 1400 0.750 0.368 1.36 ConstantVolume NA NA NA NA NA ZoneSystem 3 96 2100 1.000 0.552 1.29 ConstantVolume NA NA NA NA NA ZoneSystem 4 · 56 1400 0.750 0.368 1.36 ConstantVolume NA NA NA NA NA ZoneSystem 5 474 3500 2.000 0.919 1.55 ConstantVolume NA NA NA NA NA 1 Mechanical ventilation calculations and exhaust fans·are included in the NRCC:PRF-MCH-DETAILS section O. EQUIPMENT CONTROLS 1. 2. 3. Equip Name Equip.Type Controls FluidSystem 1 Heating Hot Water, Prjmary Only Fixed Temperature Control, No DDC Confirmed 23. 24. VI ,:J .,, VSD r+ QI Ill: QI "' r+ "' {Y/N) C "' en No E D 0 No E D 0 § l40.4 Confirmed s. ,:J .,, Economizer Type QI Ill: "' "' (if present) NA 0 D NA 0 D NA 0 0 NA 0 D NA 0 D 1 § 1io.2 Confirmed ,:J ~ QI "' "' D 0 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 .. Project Name: Argonaut NRCC-PRF-01-E Page 10 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd 0. EQUIPMENT CONTROLS I§ 120.2 Confirmed 1. 2. 3. "ti ~ QI Equip Name Equip Type Controls "' "' FluidSystem 2 Service Hot Water, Primary Only Fixed Temperature Control, No DDC D D P. SYSTEM DISTRIBUTION SUMMARY I§ 120.4, § 140.4(i) This Section Does Not Apply Does the Project Include Zonal Systems? (if "Yes1', see NRCC-PRF-MCH-DETAILS for system information) Yes Does.th~ Project Include a Solar Hot Water System? (if "Yes",,see NRCC-PRF-MCH-DETAILS for system h;1formation)· No Multifamily or Hotel/Motel Occupancy? (if "Yes", see NRCC-PRF-MCH-DETAILS for DHW system information) No Q .. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)3 § 140.6 Confirmed 1. 2. 3. 4. 5. "ti .., Conditioned Floor Area 2 ln~talled Lighting Power Lighting Control·Credits QI ~ Qccupancy Type 1 Additional (Custom) Allowance "' "' (ftZ) (Watts) (Watts) Area Category Footnotes Tailored Method (Watts) D D (Watts) Building Totals: NaN 0 1 See Table 140.~-C 2 See NRCC-LTl-01-E far unconditioned spaces 3 Lighting information for existing spaces modeled /s nat included in the table R. INDOORCONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTl-01-E)l § 130.0 I Luminaire Schedule (includes ·all permanent installed lighting in . conditioned space, and portable lighting over 0.3 w/ft2 in Installed Watts (Conditioned) Confirmed · offices) Complete Luminaire Description HowWattage is Determined Name or Item Tag (i.e., 3-lamp fluorescent troffer, Watts per luminaire Total Number Installed Watts Pass Fail F32T8, one dimmable electronic CEC:Default Accorcling to Luminaires ballast) froqi NAS §130.0(c) 1Jf lighting power densities were used in the compliance model Building Departments will need to check prescriptive forms for Luminaire Schedule details. CA Building Energy Efficiency Standards-2013 Nonresidential Conwliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 . "' Project Name: Argonaut NRCC-PRF-01-E Page 11 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd Sl. COVERED PROCESS SUMMARY -ENCLOSED PARKING GARAGES 1§ 140.9 This Section Does Not Apply S2. COVERED PROCESS SUMMARY -COMMERCIAL KITCHENS 1§ 140.9 This Section Does Not Apply S3. COVERED PROCESS SUMMARY -COMPUTER ROOMS 1§ 140.9 'This Section Does Not Apply S4. COVERED PROCESS SUMMARY -LABORATORY EXHAUSTS I§ 140i9 This Se!=tion Does Not Apply T. UNMET LOAD HOURS This, Section D.oes Not Apply U. ENERGY USE SUMMARY Electric Natural Gas (kW'1/yr) (therms/yr) . Total Annual Baseline 129536 327.169 Total Annual Proposed· 125865 251.849 CA Building Energy Efficiency Standards-2013 Nonresidential.Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 . ,. Project Name: Argonaut N RCC-PRF-01-E Page 12 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/nme: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I§ 10-103 I certify that this Certificate of Compliance documentation is accurate and complete. ~~ tict.:2%.ttf%t:• N&i1t921:kilit~..,.;;.;k~~~~,,._,~--~~,,.;,; a:: ,&ii w:·-~~=-~ Documentation Author Name: SB Signature: Company: Clean Rooms West Inc Address: 1392 Industrial Drive Signature Date: City/State/Zip: Tustin CA 92780 CEA Identification (If applicable): nowayj Phone: 714 258 7700 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the fo!lowing under penalty of perjury, under the-laws of the-State of California: 1 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code t~ sign this document as the person responsible for its preparation; and that I am . 'licensed in the State of California as a civil engine~r, mechanical engineer, electrical engineer, or I am a licensed architect. 2 · I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code. by sectjon 5537 .2 or 6737.3 to-sign this document as the person responsible for its preparation;.and that I am a licensed contractor performing this work, 3 I affirm that I am eligible under Division 3 of the Business and Professi'ons Code to sign this d9cument because it pertains to a structure-or type of work described as ·exempt pursuant to .Business and Professions-Code Sections 5537, 5538 and 6737.1. , Responsible Envelqpe Designer Name: SR ~:ignature: NOT IN SCOPE Company: Not a Part " Address: Shell not changed Date Signed: City/State/Zip: NA CA 92614 Declaration Statement Type: Phone: Title: I-License #: Yes Responsible. Lightir:ig Designer Name-: Luis Company: Quinteros Electric ~ignature: NOT IN.SCOPE .Address: PO Box 460360 Date Signed: City/State/Zip: CA CA 90000 Declaration Statement Type: Phone: 951 232 7606 Title: -1 License #: Yes Responsible Mechanical Designer Name: SB :ignature: Company: CRW Address: 1392 Industrial Drive Date Signed: City/State/Zip: Tustin CA 92780 De_claration Statement Type: Phone: 714 258 7700 Title: I ucense n: yes CA Building Energy Efficiency Standards-2013 Nonreside_ntial Compliance Report Version:-NRCC-PRF-01-E-05132016-760 Report Generated at: 2016°06-02 18:43:47 ), Project Name: Argonaut NRCC-PRF-01-E Page 13 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd NRCC-PRF-ENV-DETAILS -SECTION START- A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 2. 3. 4. "ti -n Ill ~ Surface Name Surface Type Description of Assembly Layers Notes "' "' ConstructAssembly 1 lnteriorFloor Concrete -140 lb/ft3 -6 in. D D ConstructAssembly 2 Ceiling ~ Glass fiber batt -3 1/2 in. R13 (CEC Default) D D ConstructAssembly 5 E·xteriorWall Glass fiber batt -3 1/2 in. R13 (CEC Default) D D B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E) This Section Does Not Apply C. OPAQUE DOOR SUMMARY This SectiQn Does Not Apply NRCC-PRF-MCH-DETAILS -SECTION START- A. MECHANICAL VENTILATION AND REHEAT {Adapted from 2013-NRCC-MCH-03-E} Confirmed 1. DESIGN AIR FLOWS 2. VENTILATION (§ 120,1) X 0 0 ::0 -f m m m 3: 3: 3: n 0 m ~ Ill Ill 0 m 3: .Q 0 ::0 ci ci -n ~ > -n ~ 0 z 3: Ill z C' m > 2 Ill z z >Z x. 0 < 0 2 ci < ci Cl 0 3: -n ~ oi n n< Ill "ti $ "ti m ::j . z m z -n ..... -n 2!! :E; C 0C :E; C n z 0 -< -n m z m 0 ::0 0 -I nm z 3: z -I -< ::0 "ti n n~ 6 3: -n 3: :e 3: "Tl 3: -n z C ~ Ill i CONDITIONED -0 z ~ z ..... -I > nm )> ::0 "ti .m 3: -I ~ .., z $ "' co .., > :e ~ -x ::o X -I -a "ti $ < "' ZONE NAME ,.., 3: ::0 > ::0 nm >m ::0 0 ;i.: "ti ID m 3: -I .., 2 --< --< q~ 3: ~ 9~ 0 m > 0 ii1 ::0 -n -> 0 ~ Q3: Nm > r-~ ::0 -::0 .., 0 "ti 0 $ Cl -)> ~ :E = $ 3: -0 ::0 -z oz m > "ti ::::i m Ill -~ z -< Cl z Cl ~ a )> ::0 m -::0 :e -n -< 0 Ill 0 n ~ .., 3: )> > )> ~ .m 0 n r-= )> "ti :e -n m 0 C $ $ $ ~ r-z -n ~ 3: :e ~ ' m ~ ThermalZone 1 Zon(;!System 1 NA NA NA NA NA N ZoneSystem 1 3,825 0.15 38 ;15.0 574 765 NA N D ,D ThermalZone 2 ZoneSystem 2 .. NA NA NA NA NA N ZoneSystem 2, 278 0.15 3 15.0 42 56 NA N D D ThermalZone 3 ZbneSystem 3 NA NA NA NA NA N ZoneSystem 3 480 0.15 5 15.0 '72 96 NA N D 'D ThermalZone 4 ZoneSystem 4 NA NA NA NA NA 'N ZoneSystem 4 2~0 0:15 3 15.0 42 56 NA N tJ D CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 ( ·,, Project Name: Argonaut NRCC-PRF-01-E Page 14of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd A. MECHANICAL VENTILATION AND REHEAT (Adapted from 2013-NRCC-MCH-03-E} Confirmed 1. DESIGN AIR FLOWS 2. VENTILATION (§ 120.1) :c 0 0 ;o -I m rn n 0 m !:j m s: s: s: s: .q 0 ;o VI 0 m )> ci ci "T1 ~ )> )> 0 z s: VI z 0 m z X -n X ci VI z z )> z 0 < 0 z n< < ci VI G"I ii "" ... s: "T1 ~ 6~ n m ::j z m "T1 ...... "" Oc n z -< z z m "T1 2!! 5c :E C 0 z -nm 0 n ;o :e s: 0 -I nm s:z -I -< ;o ~ "" i CONDITIONED _o n~ 6S: :e s: "T1 s: z VI z "T1 z C ...... -I )> nm )> Ill "T1 "" ~ s: -I s: "' 00 "T1 )> :e ?;; -~ 2!! -:c ;o :c -I m 'tJ 'ti ii "T1 z ii '=< "' ZONE NAME ... s: ;o nm )> m ;o 0 ;r 'ti ID m s: -I "T1 z --< --< !:IS: ~~ g~ 0 m )> Nm 0 i;! ;o "T1• -)> 6 ~ Q s: ... s: ;o -;o "T1 0 "" ... ii G"I )> 0 )> '=< 0 :e '""' ii s: --z oz m )> "" ::, m :e "T1 VI -~ z~ G"I z G"I ~ a )> ;o m -;o ... n -< "T1 ;ii m 0 VI n 0 ~ ... s: )> )> )> -)> 'ti 0 :e "T1 0 C ii ii ii N ... z "T1 ~ m :e -m -~ s: s: ThermalZone 5 ZoneSystem 5 NA NA NA NA NA N ZoneSystem 5 2,368 .0.15 24 15.0 355 474 NA N D D TOTAL 7,231 73 1,085 1,447 NA D D B. ZON~L SYSTEM AND TERMINAL UNIT SUMMARY § 140.4 1. 2. 3. 4. s. 6. 7. s. Confirmed Rated Capacity Airflow (dm) Fan (kBtuh) 'ti "T1 System ID System Type Qty Economizer Zone Name Ill ~ "' Min. ECM "' Heating Cooling, Design Min. Ratio BHP Cycles Motor ZoneSystem 1 SZHP 1 120.00 120.00 No ThermalZone 1 3500 NA NA 0.9 p D b D ZoneSystem 2 SZHP 1 48.00 48.00 No ThermalZone.2 1400 NA NA 0.4 ,D D D D ZoneSystem 3 SZHP 1 72.00 72.00 No ThermalZone 3 2100 NA NA 0.6 D D o· D ZoneSystem4 SZHP 1 48.00 48.00 No ThermalZone 4 1400 NA NA 0.4 D D D D ZoneSystem 5 SZHP 1 120.00 120.00 No ThermalZone 5 3500 NA NA 0.9 D D D ti . C. EXHAUST FAN SUMMARY This Section Does Not Apply D. DHW EQUIPMENT SUMMARY -(Adapted from NRCC-PLB-01} This Section Does Not Apply CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 ( ::;,, Project Name: Argonaut NRCC-PRF-01-E Page 15 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd E. MULTI-FAMILY CENTRAL DHW SYSTEM DETAILS This Section Does Not Apply F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS (Adapted from 2013-NRCC-MCH-01-E) l§RA4 Declaration of Required Acceptance Certificates (NRCA)..., Acceptance Certificates that may be submitted. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). s: s: s: s: s: s: s: s: s: s: s: s: s: s: s: s: s: Test Description n n n n n n n n n n n n n n n n n Confirmed :I: ,::I; :I: :I: :I: :I: :I: :I: :I: :I: :I: =F-=F-=F-:I: =F-=F-b b b b b b b b ... ... ... .... .... .... ... .... .... N l,U t ~ en i:! 00 "' 0 .... N l,U .i:,, u, en ...., 00 > > > > > > > > > > > >· > > V> V> m V> )> )> 0 C n C :x: "Cl n 5· ' o· V>' "O -< C -,; C ,r;;,· "Cl :,:,0 °" )> :J C ~ "O a. ... 0 ... ... -I '< 0 ro :;· 0 0 0-0 11) :J Equipment "O '< m m ' V> a. C 3 "Cl < n ~ r,O o' ,, 0 :J V> )> ~~ Requiring ... N 0 '< 11) ~~ 0 11) NO :;· m #of a. 0 ;;;· ;::;-0 0 ., :J 3 ., g 0 x~ V> n "' n "ti ~ 0 :J :-+ 11) n ro :J -· ~ ~ Ill ,, ... Q) 0 )> °" 0 11) s: Testing or 0 11) ., < Q) 11) .... ... Q) "' units Q)' ., C" a ::i X 11) o' n"i;, ... 3 :J ,., "' -., 0 n-:J "'" ... 11) 2: ro 11) V> C ., ., q' ~ Verification )> C 0 -~ Q) ~ -a. C ... 3 "O :;· :J i:l, :J °" ,, V> :J )> ·O 0 •Q) ;:;: ... 11) 0 ::r :;· @ V> vi'"ri?" V> < 3 ;:;: :,:, Q) a :E 11) V> °" 11) -::! "O a. !20 V> ., iii"" 11) 11) ... FluidSystem 1 ----------------------------------D D 1 ,' FluidSystem 1 --------------------------------D 0 2 ZoneSystem 1 X --------------------------------D D 1 ZoneSystem 1 X --------------------------------D D 4 - ZoneSystem 1 X --------------------------------D D 3 ZoneSystem 1 X --------' ------------D D ------------4 ZoneSystem 1 X --------------------------------D D 5 CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version:. NRCC-PRF-01-E-05132016-760 Report Generated at: 20lp-06-02 18:43:.47 (_ . ,. Project Name: Argonaut NRCC-PRF-01-E Page 16of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd NRCC-PRF-LTI-DETAILS -SECTION START- A. INDOOR CONDITIONED LIGHTING,CONTROL CREDITS (Adapted from NRCC-LTl-02-E) 1§ 140.6 This Section Does Not Apply 8. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS (Adapted from NRCC-LTl-02-E) 1§ 130.1 This Section Does Not Apply §130.l(a) = Manual area controls; §130.0(b) = Multi Level; §130.l(c) = Auto Shut-Off; §130.l(d) = Mandatory Daylight; §130.l(e) = Demand Responsive C. TAILORED METHOD LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTl-04-E) § 140.6 General lighting power (see Table D) 0 General lighting power from special function areas (~ee Table E) NA Additional ·"use it or lose-it" (See Table·G) 0 Total watts 0 D. GENERAL LIGHTING POWER (Adapted from NRCC-LTl-04-E) I§ 140.6-D 'This Section Does Not Apply · E. GENERAL LIGHTING .FROM .SPECIAL FUNCTION AREAS (Adapted from NRCC-LTl-04-E) § 140.6(c) 3H llluminance Value .Room Cavity Ratio Confirmed Room Number Pri!Tlary Function Area Allowed LPD Floor Area (ft2) Allowed Watts (LUX) (Table G) Pass Fail NA NA NA NA NA NA NA D D Note: Tailored Method for Special Function Areas Is not currently implemented F. ROOM CAViTY RATIO (Adapted from NRCC-LTl-04-E) Rectangular Space~ Confirmed Room Number Task/Activity De~cription Room Length (ft) Room Width (ft) Room Ci~vityHeight (ft) RCR Pass Fail NA NA NA: NA NA NA [J D · Non-Rectangular Spaces This Section Does Not Apply CA Building· Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 '\ . ), Project Name: Argonaut NRCC-PRF-01-E Page 17 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd Note: All opplicoble spaces are listed under the Non-Rectangular Spaces table G. ADDITIONAL "USE IT QR LOSE IT" (Adapted from NRCC-LTl-04-E) 1. 2. 3. 4. Confirmed Combined Floor Display and Task Combined Ornamental and Special Allowed Watts "'ti "rt Wall Display Very Valuable Merchandise Cl Lighting Effects Lighting "' ~ "' 0 0 0 0 0 D D s. Wall Display This Section Does Not Apply 6. Floor Display and Task Lighting This Section, Does Not Apply 7. Combined Ornamental and Special Effects Lighting This Section Dpes Not Apply 8. Very Valuable Merchandise This Section Does Not Apply H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTl-01-1; and NRCC-LT0-01-E) § 130.4 Declaration of Required Acceptance Certificates (NRCA)-Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are.completed and signed to post in field for Field Inspector to verify), Indoor Outdoor Confirmed Test Description NRCA-LTl-02-A NRCA-LTl-03-A NRCA-LTl-04-A ·NRCA-LT0-02-A "'ti i Equipment Requiring 0cc Sensors / Auto lime Cl #of units Auto Daylight Pemand Responsive Outdoor Controls ,.,, "' Testing or Verification Switch Occupant Sensors D b D D o D - Automatic lime Switch D D D D D D Automatic Dayli~hting D D D D D D ,.Demand 'Responsive D D D [j D D Outdoor Controls D D D D D D CA Building Energy Efficiency Standards-2013,Nonresidential Compliance Report Version: N RCC0PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 ,11 ,. ., Project Name: Argonaut NRCC-PRF-01-E Page 18 of 18 Project Address: 2841 Loker Ave East Carlsbad 92010 Calculation Date/Time: 18:38, Thu, Jun 02, 2016 Compliance Scope: ExistingAlteration Input File Name: argonaut.cibd CA Building Energy Efficiency Standards-2013 Nonresidential Compliance Report Version: NRCC-PRF-01-E-05132016-760 Report Generated at: 2016-06-02 18:43:47 POOR QUALITY ORIGINAL S __ ,, __ rl ___ , ..... :~------·-· .... ---·~-~·-··------ ' :~ 'Business Name SAN DIEGO REGIONAL HAZARDOUS MATERIALS ! QUESTIONNAIRE Business Col\tru;t ARGONVAT MANUFACTURING INC LEIGH AMINI Project}\dt.Jress 8ity Tereptione /? (3881.334~8892 State Zlp Cade ·--. ----- 'I. fb'""L -----------· APN# 2841 LOKER AVE E CARLSBAD et___ 920J0-209-083-1300 ---· ·-·-Mailfrrg Address City Stale Zip Ci.We Plan File# 2841 LOKER AVE E CARLSBAD AA-9?0JO- PruJ,rct Contact Appllcanl 1:;-n'tall Telephone ;t LEIGH AMINI leigh@13rg0ha@11s.com (8~1S) 834--889? ~ tb '2.- The i'onowlng questions represent the fa,;Jllty'lni.cUvlt!es-,NOT: the specific proJect desc:npt1on. P Rr,1: FIRE l?PARfM!:'NT-HAZARDOUS MATERIALS OIVrSION~ OCCUPANCY CLASSlFfCA'flON:, (not required for nrojeds within the City of San Diego\: Inc lci!(e by clrcl ng tlw liem, wlle\ller your bUSilleSS \•/ II· use, process, or store·any orthe following hm:arc!O(IS materials. If any of (ho items are circled/ f a~pl!cnnt must.cqntact the Fire-Protection Agency with jurisdiction.prior to·plan submittal. ,f.( 7 '},S I l,; Occupancy Rating: B Facility's Square Footage (including proposed project); 27,560 ~-I I:, .ExP,l!'.l$iVe,gr 61astinf! Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives (/2 ,tc1, C1)oompressed Gasus 6. Oxidizers 10. Cryogenics . Other Health Hazards 'PQ ,~. ci)Flamrnable/Colnbuslible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic: Materials 15. None of These. 6 ~]) 4. FiaiYtniabfe Solies 8. Unstable Reactives 12. Radioactives _(j · PARTIII SAN Dl'EGO COUN DEf-}ARTMENT OF ENVIRONMENTAL HEAt:T.H-HAZARD0US MATERIALS DIVISION HMO: lfthe answer to any of the qlfestlons i5-:yes, 11ppf/cant must contact lhe. <::ouN~ of Sa1, Diegd-_ ii!l'.-¥-r.tf;iµ~ Matru-l$.ls1Dj'ilsiojl,~~,QO OVliltlan(l 1\ven_ue1 ~uity 110, San D[ago. CA 92123: Call (858) 505-67-00 prior to the issuance of a bu1kl1ng permit. hsu.rri v1C\:z.,mc.tr (/Yj (...c_KS Ctf pe.n,r~> ro ce. FEES ARE REQUIRED Project Completion Date: 20 ·16-·I 2-31 ~xJ)'octed Date qf Or.,cup;;nsy: 20 ·1 7-01-0'1 @ CJ!~H~ f:S~n,pl YES NO (for new-construction or remodeling projects) ObM~- 1, [l O ,I$ Y,OUt business llsted on Uie revetse sicfe ofth(s Jorrn? (cl1eckail _that a~ply). be.I bl{) CJ IJOJJ,t{,itu, , Dale lnilials 2. 0 0 1,,VIII your business·disr,io~e of Hazardous Sul,stances or Medfcal Waste, m,any amount? I _ ij 3. [J D Will your bustn~ss.sti:ira or hant!le f:fozard01.ls Substanc:Gs In qtialititle~-grealet.t~an or equal to 55 gallo'ns, 500 D CalARP Rsquired pou11d,s a(lcf/or, 21)0,cabla'feet? / 4. 5. 6. D [J Will your,business store or handle. carcinogens1ieftn?.1:I.u!'.:tfve toxrn.s ,in any .qmintity,? Date Initials D [J I/Viii your business use all exi$tlr1g or lnr,lalf <!n utiqerground' s!or.i,ge tank? D !81 Will your business $tom 6r handle Regufaled Sub!ll<'l.nces (PalARP)? i. 0 !81 Will your business use orin~tall a,Hazardo11sWaste Tal'lk System fl1Ua 22,,A1.tlcl~ 10)7 8. 0 181 Will your business slora p.e.troleum in·lanks at conta\ne:rs-at,you( facit'tfy,.wfth tl'\otal facmty storage capacity equal to or. reaterthan 1.320 gallons? California's ,'\oove · round.Petro!amn Stora s Act , D CalARP Complete I Datf.! lnitl;:;ls PART ill: SAN DIEGO COUNTY AIR POLLUTION C0NlfROL.01SrRJOT {Al?l'.:0:J: The fofjowing questions are intended to identify lhe rnajority of air pollution iSsues at-tfie plannlng stage: Your proj\'fc,t may require additional measwes nqt klen_tlfitW by tHese questions. Some res1dellliaf' projech: l'tjay be exempt from APCD.req\llremen(s. For mote conwrehensive, requirements, please contact APCD at ,m.cdcomp!Wsdc<iunty.ca,gov; '(858) 586·2650; or 10124 Old Grove Road, San,Diego, CP.. 921.1 (_ YES NO 1. tJ 18]. :?.. 0 181 3. 0 D 4. D D Will the project disturb 160·square feet or more of existing building materials? Will any load·supporting structural members be removed? If yes, contqct APCD prior lo issuance of a building or demolition peorut. A. , notification may be required at least 10 working days prior to commencing demolition. (ANSWER ONLY IF QUESTION 1 or 21S YES) Has an asbestos survey been performed? (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 .A.PCD prior to the issuance of a building-or demolitior. penniL A notification may be required at 1east 1 O working days prior to commencing asbestos removal. 5. 0 ® WIU ihe project or associated c,Jnstruc!lon equipment emit air contaminants? See the reverse side of this form or the APCD iactsheet f1•t1Wt.sdiu.i'o:iJllilllrifo/fac;li;(o.irmils.;1m_l) for typical:equipment requiring an APCD permit If yes, contact APCD prior to the issuance of a building permit. , 6. 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school ;;;~~·::1~:~N: FOR~E '~!~~L'.~;:t:;:~·:~~-~~ lfd:m~ec_paoaf( 'O '.erjury thatto_~?e :est ofmy knowledge and belief the responses made herein ar~ true and correct ,:..:_t _ .IA ~~--,,.L--.. , I I ~lame ofOv.:,_ er_ ~£)~~'tL=:.~~~=-==>-~-~nature of Owner or Authorized Agent . ~=---~~~~=--~-· . FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. __________________________________ ----·----- BY: DATE:--~/ ___ /----·-_ RELEASED FORBUILCING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY APCD COUNTY-HMO APCD COUNTY-HMO APCD •·, ~~mP. 111 us ;'?~ phi.~, :<l'.nl\p(s t:atsint.rssei; fmm completing or updating a ffa;:11rdous Ma.!eriafs Business Plan, Other pam11ttir1g req1Hw111ei1(S may still ;ipply. '• t1•·1lf\' h HM-91.f'i'(!:iU{'t;il.) "',,..,, · · County of San Diego -OEH -Hazardous Materials Divis,on INDUSTRIAL WASTEWATER DISCHARGE PERMl"i M .. /-,t:J f -SCREEN.ING SURVEY. Date~/ w , Business Name Ag.62)1'.)A;n--r '1vtN!A.PltCT42.1rJ& /NC, S.treet Ac!dress_ 2-8 't I l Ot.f i Av 15 t Email Address Iel,h@ a.f',0«111+mg, CJ2m PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: {ON REVERSE.SIDE CHECK TYPE OF BUSI NESS) D · Check aH below tflaf-are present at yourfacility: Acid Cleaning "Ink Manufacturing Nutritional Supplement/ Assembly laboratory Vitamin Manufacturing Automotive Repair Machining I Milling, Parntlr-ig / Finishing. Bfittery Manufacturing Xl'i1aAUfactur.fng _, Uf¥ rciev~_ Paint Manufacturing Biofuel Manufacturing Membrah.e Manufacturing Personal Care Products vBiotach laboratory (i.e. water filter membranes) Manufacturing Bufk Chemical Storage Metal Casting-/ Forming Pesticide Manufacturing/ CarWash Metal Fabrication Packaging Cnem!cal Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical :Purification Electro pf a ting (including precursors) Dry Cleaning E!edro!~ss plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacl:i.fring Coating (i.e. pho~phating) Print Shop Fertilizer Manufacturing Chemical Etching / Miffing Research and Development Film/ X-ray Prncessing Printed Circuit Board .Rubber Manufacturing F00d Processing Manufacturing Sem"iconcfuctor Manufacturrng Glass Manufacturing Metal Powders Forming Soap/ Detergent Manufacturing . industrial Laundry \J\taste Treatmer1t/ Storage SIC ·code(s) '(if known): _.Z~'B.x....::3:c.::S=-----....,..------------- / NEW NUMBER REQUESTS Check all that apply. (See instructions.) ~ 1. I am applying for a new permanent Calirarnia·ro number as a. hazardous waste: !\ Generator O Transporter Reason for new number: A. ffl Never had a number B. D Business moved C. D Legal owner of business changed ff your business generates greater than 100 kg of RCRA.hazardou~ waste per month, call (415) 495-8895 for a federal ID number . . CHANGES TO ST,ATUS OR INFORMATION FOR AN EXISTING ID NUMBER For existing ID number: C A ----- 0 2. 0 3, I am inactivating _this ID Number. 0 4. I am reactivating this ID Number. D 5. I am ·,;:hanging the business name only, no ownership change. (See instructions.) (See instructions.) 6. Site/Facility/Business Name (include DBA): -'-A-"-r..:.:q"""o'"'"na"'"u""t'""'M-'-=an=-=u"'ta""'c'""tu""r-"in.:..;q:,...;,:.ln""'c~------------------- 7. Site Location: 2841 Loker Ave E Street Carlsbad GA 92010 San Dieao City 8. (a) Federal Employer ID Number 81-1695660 State Zip County ,Jfl A (b) Board· of Equailzation Fee Account Number ___ ~------- ((b) is only required from generators of_greater than 5 tons per calendar year.) 9. Mailing Address: 2841 Loker Ave E Street Carlsbad City CA State (See instructipns.) 92010 Zip (See.instructions.) 10. Site Contact Person: --'L=e""'i~a'""h ____ ~-..,....------'A'--"-'-m=in'""i"". -----'--------\ ________ _ First Name Last Name Contact Person Address: -=2:.::8...:4...,_1--'L"'o"""k.:..::e:.:.r""A-'-'v:..::e:...E=---------'---------------------street Carlsbad CA 92010 City State Zip Contact Person Phone Number: (888 ) 834-8892 ext. 702 Fax Number: L_) __________ _ Area Code Phone Number Area Code Fax Number Cont~ct Person Business EmaiLAddress: leiah@araonautms.com Preferred Primary Communication: o Mail lg Email (See instructions.) 11. Legal Business Owner (not property owner): .,_A..:.:.r.:::a.:::o=u"'-o=au=-t°""M~a::..:nc:a:u..:..:fa""· C:;.:.tu""r'-"in"'a::...:.:ln..:..:c"-,'------------------- Name Owner Address: 2841 Loker Ave E Carlsbad CA Street City State 92010 Zip Owner Phone Number: (888 ) ~8=3~4-"-8--'8'""9""'2 _____ Fax Number: (_) ______________ _ Area Code Phone Number Area Code Fax Number ~ Q -:a ~-12. Standard Industrial Classification (SIC) Code forthe Sjte: ~ U ~ u . (4-Digit Number) (See instructions.) 13. Certification: I certify under penalty of law that the information on this document was prepared to the best of my knowledge and belief to be~te and com~~ ~ .. SIGN~TURE ~1Jtl ~ml11c-} DATE_J_u_ne~1~0~. 2~0_1_6 ____ _ NAMEI(print) Leidh Amini TITLE Director. Oualitv PHONE 888-834-8892 ext-702 DTSC Form 1358 (10/12) Print Date: 08/02/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2841 Loker Ave BLDG-Migrated 20908.31400 $0.00 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Permit www.carlsbadca.gov Work Class: Lot#: .Reference #: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: BLDG-Migrated Status: Applied: Issued: Finaled: Inspector: Description: ARGONAUT: SPECS FOR WALK-IN COOLER, GENERATOR, AIR COMPRESSOR, REQD STRUCTURAL Applicant: ARGONAUT MANUFACTURING SERVICES INC 2841 Loker Ave E Carlsbad, CA 92010-6626 888-834-8892 MANI.JAL BUILDING PERMIT FEE Total Fees: $215.00 Owner: RUTHS BOYS LP 15250 Ventura Blvd, #1014 SHERMAN OAKS, CA 91403 Total Payments To Date: $215.00 Balance Due: Permit No: PCR16207 Closed -Finaled 10/17/2016 12/13/2016 08/02/2017 $215.00 $0.00 {"'cityof ·Carlsbad PLAN. CHECK REVISION APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No. PCR16207 ProjectAddress 2841 La.ker Ave Original Plan Check No. Date 11/03/2016 Contact Ryan Faye Ph (858) 401-0049 Fax Email ryanF@crewbuilders.com Contact Address 6191 Cornerstdne Ct. Suite 101 .. City San Diego Zip 92121 General Scope of Work New clean room & walk-in cooler/freezer -within existing interior space Original plans prepared by an architect. or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: 0 Plans 0 Calculations D Soils 0 Energy D Other 2. 3. 4. illt'j::>ag~s) where List revised sheets each revislon,i~ that replace shown -............. existin sheets See attae~eview checklist #3: Performance standards fmasonry wall r;o'tle · than 6' in height. . Rey~io . Provided drawings and calculations for (1) 6' wall at re figeration equipment a.nd (1) 1 O' wall at emergency generator ee attached review checklist #4: Roof mounted equipment screening evision: Provided Tl 0.2.1 showing line of sight. Roof screens not required. See attached EsGil review #1 /#2: These comments/corrections do not apply per Doug Moody. Misunderstanding during review of plans. Revision: Not r.equired ee attached EsGil review #3: Stand-by signage required R · ~ision: Provided sheet E2 showing note on plans requiring cont . ctor to provide wc;trning signage. -Tl-2.0 -S001 -Calculations -Tl-0.2 -Tl-0.2.1 5. Does this revision, in any way, alter the exterior of the project? 0 Yes 6. Does this revision add ANY new floor area(s}? D Yes 0 No ·7. Does this revision affect any fire related issues? D Yes 0 No 8. Is this a complete s~t? [Z] Yes D No ~~.O -S001 -Calcl.Jlations -Tl-0. -Tl-0.2 1 0No £S'Signature __ 7,?,.~:::::,,.....,_,1;::==t;:;.C2::::=----~----------------- J 635 F~raday Avenue, Carlsbad, CA 92008 fh: 7 60-602-2719 .Efil!;: 7 60-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov ('Cityof Carlsbad PLAN CHECK REVISION APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Plan Check Revision No.tt.Q_ \ C:::/2-0( Original Plan Check No. CB 162459 Project Address 2841 Loker Avenue E., C<;:3rlsbad, CA 92010 Date 10/14/2016 Contact Wayne Woodward Email wayne@argonautms.com Contact Address 2841 Loker Ave-E. Ph (888) 834-8892 x700 Fax City Carlsbad Zip 92010 General Scope of Work New clean room & walk-in cooler/freezer -within existing interior space Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: 0 Plans Iv I Calculations D $oils 0 Energy O Other 2. 3. 4. Describe revisions in detail List page(s) where List revised sheets each revision is that replace shown existinq sheets Added plans/details/specifications for walk-in cooler/freezer Duracold New drawing 1,2,3,4 Added plans/details/specifications for emergency pow~r generator E1 ,E2,E3,E4,TI-E1 ,E2,E3,E4, 0.2, Tl-2.0 Tl-0.2,Tl-2.0 Added plans/details/specifications for air compressor P3 P3 Added plans/details/specifications for required structural S-001 New ' 5. . Does this rev.is~on, in any way, alter. the exterior of the project? 0 Yes ONo 6. Does this revision add ANY new floor area{s}? D Yes 0 No 7. Does this revision affect any fire related issues? D Yes 0 No 8. Is this a complete set? O. Yes 0 No £$'Signature __________ ~ _______________ __:___ 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov ~. \ EsGil Corporation In (l'artnersfiip witfi qovernment for cJ3uiCaing Safety DATE: 12/8/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2459 PCR16-207 PROJECT ADDRESS: 2841 Loker Ave East SET: III ~PLICANT ~ ~~RIS. : l:l PLAN REVIEWER l:l FILE PROJECT NAME: Argonaut Deferred Generator, Cold Box and Compressor -TI ~ The revised plan sheets 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: ~ 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: Mail Telephone <--(b~ Fax In Person D REMARKS: By: Chuck M~ndenhall EsGil Corporation D GA D EJ D MB D PC Email: Enclosures: 1.2/2/16 EsGil Corporation In <Partners nip wit/i, (]overnment for (JJui(aing Safety DATE: 11/8/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2459 PCR16-207 PROJECT ADDRESS: 2841 Loker Ave East SET: II D APPLICANT .,..er1URIS. D PLAN REVIEWER D FILE PROJECT NAME: Argonaut Deferred Generator, Cold Box and Compressor -TI 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. D The applicant's copy of the check list has been sent to: 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: Wayne Woodward & Ryan Faye Telephone#: 888-834-8892 ext 700 & 858-401-0049 yate contacted:!\, b (by;"l:) Email: wayne@argonautms.com & ryanf@crewbuilders.com ~ Mail he!eE!1?~ Fax In Person D REMA~'J'.., By: Doug Moody EsGil Corporation D GA D EJ D MB D PC Enclosures: 11/7/16 9320ChesapeakeDrive,Suite208 + San:biego,Califomia92123 + (858)560-1468 + Fax(858)560-1576 City" of Carlsbad 16-2459 PCR16-207 11/8/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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 two corrected sets 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. These corrections are in response to items not fully addressed or as the result of information provided, the text in bold print indicates the unresolved issue. 1. Please provide the UL listing and manufacturer's installation information for the new cold box to be installed showing it designed to be outside. Section 107.2. The design for the boxes to be installed outside is not required but these boxes were not previously permitted therefore the listing and installation information is required. This information is still required regardless of where these boxes are installed. The resubmitted plans now include changes not the result of these comments which include the installation of masonry screen walls required by the Planning Department. • On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. • REQUIRED SPECIAL INSPECTIONS In addition to the regu'lar inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM STRUCTURAL MASONRY REQUIRED? YES REMARKS •. Please provide a completed copy of the City of Carlsbad Special Inspection Agreement attached to this document. City of Carlsbad 16-2459 PCR16-20'7 11/8/16 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No D 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 16-2459 PCR16-207 11/8/16 ~ 1) " CI TY OF CARLSBAD SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Av.enue 760-602-2719 www.carlsbadca .. gov !Ii accordance.with·Ohapter 17 ofthe California Building Co.d~ the folloWing m1,1st b.e compl~ted When work being performed require~ special inspectio·n, structural ollservatio·n arid coni,;truction material testmg. 'roject/Permit: __________ Project Address· _________________ _ A. THIS:SECTIQN MU.ST BE.COMPLETED BY THE PROPERTY OWNERfAUTHORIZED AGENT. Plea~e che9k if yoy are Owner-Builder CJ. (lf-you·checked as owner-builder you must.also.complete Section !3 of'this agreement.) Name: (Pleaseprint,_ ______________ ~----------------- tRrstJ (M.I') (last) Mailing Addres~--------~~----------------------- Emai .... ·--------------------~-~-Phone_· _________ _ I am: OProperty Owner OProperty .owner's.Agent of Record OAmhitect'of Record OEngineer of Record state of California Registration Numbe~·------------Expiration Date: _______ _ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the· state of California, that I have read, understand, acknowledge and promise to comply with the City .of Carlsbad requirements for special inspeGtions, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in fhe statement of special inspections noted OA the approved :plans and, as required by the California Building Code. Signc;1tur-.·~---c-'--------~-~----~---Date: ___________ _ 8. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (OTCBC, Ch 17, Section 1706). This section must be completed by the contractor I builder I owner-b.uilder. Contractor's Company Name: _______ ~----------Please check if you are Owner-Builder o Name: (Please print) ________ ~-------------------------(Rrst). .(M.l,) (Last) Mailing Address: _______________ ~------------------ -Email: ________________________ Phone_· __________ _ 'State of-California Contractor's Liqense Number_· _________ Expiration Date: _______ _ + I acknowledge and, am-aware, of special requlrement~ contained in the statement of .special inspections noted on the approved plans; . + I acknowledge that cqntrol will be exer¢ised·to qotain conformance with the construction documents approved by the building offiGial; • I will have in-place procedur!:)s for exercising control within bur (the ·contractor's) organization, for the method and frequency of reporting and t_he distribution otthe r~ports; and • I certify that I will have a qualified person within our (the .eontractor's) organization to exercise s.uch control. + I will provide a final report./ Jetter ih'.compliance with CBC Section 1704.1.2 prior to requesting final inspection. · Signatwe~: _______________________ Date: __________ _ Page 1.of 1. Rev. 08/11 ' EsGil Corporation In CEartnersfiip witfi government for <Bui{aing Safety DATE: 10/27/16 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 16-2459 PCR16-207 PROJEC'f ADDRESS: 2841 Loker Ave East SET:I CJ APPLICANT CJ JURIS. CJ PLAN REVIEWER CJ FILE PROJECT NAME: Argonaut Deferred Generator, Cold Box and Compressor -TI 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 cornply 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. cg] 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: D EsGil Corporation staff did riot advise the applicant that the plan check has been completed. cg] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Wayne Woodward Telephone#: 888-834-8892 ext 700 Date contacted: (by: ) Email: wayne@argonautms.com Mail Telephone Fax In Person D REMARKS: By: Doug Moody EsGil Corporation 0 GA O EJ O MB O PC Enclosures: 10/20/16 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 j City of Carlsbad 16-2459 PCR16-207 10/27/16 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 16-2459 PCR16-207 JURISDICTION: City of Carlsbad OCCUPANCY: B/Fl? · TYPE OF CONSTRUCTION: VB ALLOWABLE FLOOR AREA: SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 6/22/16 DATE INITIAL PLAN REVIEW COMPLETED: 10/27/16 FOREWORD (PLEASE READ): USE: Clean Room ACTUALAREA: 8070~ STORIES: 1 HEIGHT: OCCUPANT LOAD: 81 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/20/16 PLAN REVIEWER: Doug Moody 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 em::rJy 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 whr i:l you submit the revised plans. j City of Carlsbad 16-2459 PCR16-207 10/27/16 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two 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 two corrected sets 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. Please provide the UL listing and manufacturer's installation information for the new cold box to be installed showing it designed to be outside. Section 107.2. 2. Please clarify the calculations to show the anchorage of the new exterior cold box to be designed for wind loading. Section 107 .2. 3. Please indicate on the plans the signage indicating optional stand-by service at the utility service and at the generator per section 702.8 To speed up the review process. note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes D No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, S?."", Diego, California 92123; telephone number of 858/560:.1468, to perform the pl,m review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. f Cit:f qf Cl!rlSbad 16-2459 PCR16-207 10/27/16 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad. 207 PLAN CHECK NO.: 16-2459 PCR16- PREPARED BY: Doug Moody DATE: 10/27 / 16 BUILDING ADDRESS: 2841 Loker Ave East BUILDING OCCUPANCY: B/Fl BUILDING AREA Valuation PORTION (Sq.Ft.) Multiplier Revision , . ~- Air Conditioning Fire Sprjnklers . TOTAL VALUE Jurisdk:tion Code cb By Otdina.nce Bldg. Permt Fee by 0rdn.ance ,... Plan Oleck Fee by Ordinance Type of Review: ORepetitlve Fee ,.. Repeats • Based on hourly rate Comments: D Complete Review D Other 0 . Hourly EsGil Fee Reg. VALUE Mod. D Structural Only i-------.----121 Hrs. @ • $86.00_ ($) $21 s.001 $112.001 Sheet 1 of 1 macvalue.doc + «~ ~ ClTY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-28 NO FURTHER ACTION REQUIRED DATE: 11/8/16 PROJECT NAME: T.I. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www .carlsbadca.1rnv PLAN CHECK NO: PCR162O7 SET#: ADDRESS: 2841 LOKER AV E APN: 1ZJ This plan check review is complete and has been APPROVED by the_ PLANNING·---Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required D Yes ~ No You may· also· have ·correcticms from. one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Res·ubmitted plans should· include corrections from: all divisions. o· This plan check review is NOT COMP~ETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: WAYNE@ARGONAUTMS.COM For questions or clarifications on the attached ·checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov IZJ Gina Ruiz D 760-602-4675 Gina.Ruiz@carlsbadca.gov Remarks: _. Fl. R-E. PR~rlMTiON-.-.... _ .. ·-·.: .. 76~".::;· .. -~·; < \ -' . D REVIEW#: 1 2 3 1810D. 1810D 1810D 1810D 181 D D Plan Check No. PCR 16207 Address 2841 LOKER AV E Date 11 /8/16 Review#i Planner GINA RUIZ Phone (760) 602-4675 Type of Project & Use: T.I. Net Project Density: DU/AC Zoning: PM General Plan: EL Facilities Management Zone: §. CFO (in/out) #_Date of participation: __ Remaining-net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: 181 Item Complete D Item Incomplete -Needs your action Environmental Review Required: YES O NO [gj TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state condition$ which require action. Conditions of Approval: Discretionary Action Required: YES O NO [gj TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ _ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO _[gl_ CA Coastal Commission Authority? YES O NO f.81 If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Habitat Management Plan Data Entry Completed? YES O NO 181 If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO 181 (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES O NO O NIA 181 Site Plan: [gJ D D P-28 Page 2 of 3 07/11 City Council Policy 44 -Neighborhood Architectural Design Guidelines ~ D D 1. Applicability: YES D NO D ~-D D 2. Project complies: YES D NOD ~DD D~D D~D D~D Zoning: 1. Setb~cks: .Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ _ Required___ Shown __ Required__ __ Shown __ Required __ Shown __ Required ___ Shown __ 3. Performance Stan<;fards: Required SOLID CONCRETE OR MASONARY WALL NOT LESS THAN 6' IN HEIGHT Shown SOLID MASONRY WALL PROVIDED 4. Roof mounted equipment screening:. Required YES Shown SHEET Tl-0.2.1 ADDED WHICH SHOWS SECTIONS AND SCREENING 5. Parking: Spaces Required NO CHANGE IN USE Shown __ l\dditional Comments: PLANCHECK NO. 1 #1. PURSUANT TO SECTIOt>I 21.34 .090 PLANt>IED INDUSTRIAL ZONE PERFORMANCE STANDARDS, ALL OUTDOOR -STORAGE, INCLUDING EQUIPMENT, SHALL BE COMPLETELY ENCLOSED. BY A SOLID DECORATIVE CONCRETE OR MASONRY. \/VALL NOT LESS THAN SIX FEET IN HEIGHT AND SHALL BE ARCHITECTURALLY COMPATIBLE '.'VITH THE MAIN BUILDING. PLEASE REVISE THE MATERl.'\LS USED FOR THE GENERATOR AND REFRIGERATION UNIT TO MEET THIS REQUIREMENT. #2. PLEASE ADD SHEET Tl 0.2.1 TO THE .PLANS AS IT STATES LINE OF SIGHT SECTIONS ARE INCLUDED ON THAT SHEET. OK TO .ISSUE AND ENTERED APPROVAL INTO COMPUTER 11/8/16 GINA RUIZ DATE P-28 Page 3 of 3 07/11 . -~ «.f...0) '¥· -CLTY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 DATE: 10/17/16 PROJECT NAME: T.I. PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.e:ov PLAN CHECK NO: PCR16207 SET#: ADDRESS: 2841 LOKER AVE APN: D This plan check review is complete and has been APPROVED by the ___ _ Division. By: A Final Inspection by the PLANNING Division is requiired D Yes [gl No You may a/so 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. © .. . 1---,,.,--------:, This plan check review is~OT COMPLETE:.:,;ltems missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: WAYNE@ARGONAUTMS.COM For questions or clarifications on the attached checklist please contact the following reviewer as marked: -. . ... ,, ·' ·PLANNING · -ENGINEERING ·. '.fiREPR~~Ntl:ort., ' ! 76~02-4.610 . 760-602-2750 ' vao.eo2,,4'66s ", ,, ·,, : '~ '' , ~--' "' "· .,, . . .. " .. ' ' ~ ~ D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov -~ Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov . ' D D Remarks: REVIEW#: 1 2 3 .IZIDD IZIDD Plan Check No. PCR16207 Address 2841 LOKER AVE Date 10/17/16 Review#1 Planner GINA RUIZ Phone (760) 602-4675 Type of Project & Use: T.I. Net Project Density: DU/AC Zoning: PM General Plan: .EL Facilities Management Zone: §. CFO (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: Environmental Review Required: YES O NO IZI TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES O NO iZI TYPE __ APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: __ Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO ~ CA Coastal Commission Authority? YES O NO ~ 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 IZI 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 Ma'intenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO IZI (Effective d1:1te of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES O NO O N/A!2] S.ite Plan: 12l. DD P-28 Page 2 of3 07/11 City Council Policy 44 -Neighborhood Architectural Design Guidelines ~ D D 1. Applicability: YES D NO D ~ D D 2. Project complies: YES D NOD rgJD D @)o o· @oq ~DD @oo Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required __ Shown __ Required __ Shown __ Required __ Shown __ Required_·_ Shown __ Required_, ._ Shown __ {L_Perfohjlance ~~nd,r~s: ~equite~.· ,~91:J[i)tq~NCRET;E ,OR_!'J!~SO~ARY. WAf:.~ :t..i9!) (LESS THAN. 6 IN HEIGHT Shown ,CHAIN. · INK) . • C -• 5. Parking: Spaces Required NO CHANGE IN USE Shown __ (Additional O,ommeiit$: PLANCHECK.N.fkj) d#t .. :PURSUANT. TO· .SECTION,' 21,.34:090 ;-;; 0ALANNED:. ilND.tJ.S;FRIAL ,:ZONE. .. h {PERi=ORMAN.cErlsTANDARDS;)7ALLn·outoooR1 tS.TQRAG'E~l 7JNCLUDiNG (EQUIPMENT •. SHALL 'BE COMP[EtELY :ENCLOSED~ ,Sv,:.A:~'S.E>Llb: .. t>EC.b,R.AtlV'E) {CONCRETE OR. 'MAS()NRY WALL NO-f .. LESS~~THAN SiX ttEEt JN; HEIGHif .AND} f"... " .. .. '" . "". '. " ........... ,.,,, ......... "'""" .. ",. .......... ' "'" ... , ..... ' )SHALL_ BE A,_R~HITEqTu~~L:f COMP~Tl~LE .. ;~,r~/ifU=:.:~Al~i:'·_-~liJl~~lN_(,';{ ({f>.~E~SE: R1::yrs,e ' TH~: .'!1A!,~RIALS .. P~E'?_ .. ~o~: ·-]HE . GEN ERATO Rf iANDJ _REFRIGERATION UNIT TQ,MEET·THI.S-'REQUIREMENT:.j !~2. _ f>~Lf?~~E cA._D[)' ~HE~r: Tb0.2~ ~; TO TH~:~l?~~Aislksllf:Sfiles'ITNE~OF-~;~·1~@ \SEC::IIOl'il~ ~~E INCLUDED ON. TMAI SHEET.) OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER _______ DATE P-28 Page 3 of3 07/11 ~GSSI Structural Engineers Calculations for 16225A Argonaut Emergency· Generator 2841 Locker Ave East Carlsbad, CA CREW BUILDERS, INC. 5752 Oberlin Drive, Suite 105 San Diego, CA 92121 Phone: 858,.587-0900 Fax 858-587-0911 RECEIVED NOVO 3 2016 CITY OF CARLSBAD BUILDING DIVISION r ' ' i. '. >. ,' l . : j : l \' fl i I t. I ; l r I ; f' ,, ' / • I > . ; '· ~.~ I~ : I i I \ 1 i \ , I I i 'l '· i '. j : I j ! ' ' !', t ' \ I I \ t Ii ,I ' i • I ! l '\ ) s ' ' ; '. .. ..; Structural Engineers '.2-o I':> C.. G, (. Si jT SHEET --(: PROJECT ---'-A'-'-f.G.::....0_,_M~~:;..;.:.T'----=/$6"-=--61v_____ GSSI NO. /$2,J ~A- ENGR _.~~----DATE 'f-p;/t,. A-u cJ Aftk.JT Tl (NI ~~t'!iNt Y 6~~ Z94--/ /4f~ 4t .a'./f/GU. fJ,+r:J CA-9 Z Io/ <9J.s " cJ. 1 '(t ~ S,ft. U.S G S. //l lNTbur" SCo~ o,: k,bl/t ; (t-)I 6',lf/!:t.,t:d. &-6 rG-1\I fA-:l :t irf...tc lfa.(V}(.o 't4!! 1 .[N / r~~ {)~ 3 .ft '"""t,,.,_,. y (f'/) ,4-1 r (ol"''f't"eU'°' I vi f, ~ ,-! f ,,.t:."'(_ G 6-e-N ; ~,, 1,./f" 7 /5 5 4-9 ., (NJ fp II SDG:> l-· 1,,,iolf h/1 $"'=, f #7 .. //~ " lt!b.ttJ ~PY C~ /S Jl, 2, ~ ti .. (), 1 /. 1~){!'5, b),, 3. ~ ,, \/..(L , ,;. S 2< 2'. S , ct, 1 $ It /'2 -·~ 101/ ~; t1-'1t .. W T~~~ l45,-t /4 v.4,1>(} . i.1 o/11--• 1i, t I/. 'l,t. I' /tl!>T). rt£ ftohi ov~f-/'/4 d!f:. I l I i SHEET 5'-. '2... · PROJECT---------"-------GSSI NO. __ _ Structural Engineers ENGR ____ -,---DATE ___ _ v~ 1. if#. CJ4-i X ~) • ro 71 \/4 .. ?o x: 2' 5... '2,,Z. S t' 0 °tM.ll IL 2-2 s ( 'i-1 1o~) 9 s1,1 f//1 M~ vf'-'Pr 4 -H: I.~: % ttJrl i 1t,""'k~ VfM~ zzs/+-s71f/4~ir \/4 ?', 3 (, '7~ t,., 0~) .. 2-1711-(/_ ~ 7. 5 \f.ti. ~ ~t/77'i S· 6/7# 6TU/ £ b/1 (1o!v)~ '2,}$&/'o -1-'II ftllf? d~ f ( 1/oQl foA), f/Coow-f"1 lu-n.· -zts~:-rn,w .. 47 %, 71~ Yv:11.,, ·617/ f, I 51/"'4':i H :I-~; tl '-~~r2 i II e~k / /1.1. (~} ~tt {vb 6/t fl/ 111'/ ,..., '' I/ ~ i : t, /': ) . I; l, '( ~ ! . '! '! ' ( t, ,, I i i ! \-i \ ,, ! ), l l i t /i 1,. } ! ! I i ' \' ' l l • l H l : I j ' ' 'I ',1 : \ ,( I { -i ',t '1 ; ( ·~ :, ' 'i ~ '\ ',,: 'I - SHEET .S-3 PROJECT-----~------GSSI NO. ___ _ Structural Engineers ENGR _____ _ DATE. ____ _ ~15111i (.. {A/l{J .5 1)01~ ~-~ r,/11,,, ~ ~ 11 S~1,t~ ~IZl-vi ffJ, e& ~ (, 1 ~ x r; ·I) , 7 , / 6?,· lf '>I ~ I t .,, (,1 \'tt.1 1 s/v,? /·"' ~ ·It O tk fl" -6,,,p (_ k:,,~ I Ci, 5 ·re~ . 'i, ~ II .Si' --=--=--=-=======.....In I --= If 1.o1 [" ,()1)1~(:.(((r,JL (,'t<;}'• "Z-'2, 4-r./ 6..,ti .. t,°S '>Co·~' ~ MO 1 · .,_.,_ 4>C-,. .. l~-~f',I Cre.t,\.L.. I~,'-7' ~ t,t..,, Aen.,it ~\ ----.------..._...-""'-__ ____,_..._~--- C'IK~ 0/rS~ ~,~~ 1,,v,C,/4 0 ,, 1-GS /, ~~-6 * 1 a. Cf· /.0t C~ c.. e-eJ l I! rJ. t L, /~~ 7ft!J ,,_ tJ. 1 -~ · MJ 2 .. o.rc/ Cf-· ?-41i Q.t,·•,dl-'11 l .. ,.(. t-/L~ fv " \'3 · 4 -...C I · ~ )( 0 • Cc. -c;_ 2 :J. rJ • r;f yf > /f.-· '1j? / IV l,f,q 6o,v.s I t I ( I I l !' l- 1 · I l. I I . l !· l l l f ! l r I l l ll I. l I ! I. l I f i t ' : ' /. l 1.j , -1 ) j f ', .1 l l . l __, -GSSI Structural Engineers SHEET S-,f PROJECT----~-------GSSI NO. ___ _ ENGR _____ _ DATE. ____ _ -;p, Sfy/ ( h 1) ( '!+ ,0~(1~)) • [ 11.11?I fn" .. 1°tP rlt 5b?. ell \ 4-41, It½ s-·r:; ttz-.E, &-,..4-11 . 1/(lf'.J. Ol-l l J.i~ 4 I) ;1., if1/, of, ,;,,- Structural Engineers Project: Argonaut Engr: M.Griffiths Rebar @ center line of wall :tifI!ll Bar Bar Seismic increase ~~~~=~~~i~~;i~~~~~i ~ i~; Size Soacing Mmas Ms Mmas Ms ~~ ~~ ~ ~~~ ~ ~~~ ~~~ ~ ~= i~~ ~~ ..... -. ·.· .. --·,.·. · ... · ..... #4 @ 32 765 528 1017 702 . · .· .. ·.·.·. ·.•.·.: .. · .. . :::~:~: ~= ~ :~ :~ :~ :~;~ ;; #4 @ 24 856 696 1138 926 ::::::::::::::::::::::: :,::::::;:;::::::::::::: #5 @ 32 906 804 1206 1070 ::::;::::::::::::::::::: ·-:·:":• :•:-:~:-:-:,:-: #4 @ 16 996 1026 1325 1365 :: : : =~:: :;: : ::::::; :::: -:-:•:-:-:-:--:-:-:-): #5 @ 24 1008 1059 1340 1408 ;;)\~ff}? #6 @ 32 1031 1124 1371 1494 ::::::;:::::::::::::::: :: ;; :;;:::::;:::;2; .. :~: #6 @ 24 1139 1476 1514 1964 -:,:-:.·-:-·-:::,::-:-.·>:-:-:.;-:-:-:.:-: .. : ~ .... · ,• .· .·.·•·•······ #7 @ 32 1147 1508 1526 2006, rt!ttmr #5 @ 16 1160 1556 1543 2069 ::::::;:::::::::::::::: ,:-:-: :-:-:-:-:-:-:-:• #8 @ 32 1255 1955 1669 2601 ,:-:•:•:•:•:-:•:•:•:k:• .... ·.·.·.·.·.·.··"···t '~ ::::: :: : :: : : : : : :::::: #4 @ 8 1260 1-979 1676 2632 \{tf{f' '#1 @ 24 1260 1979 1676 2632 :::::::::~::·:::::::::: ···········-· .·.· ...... ~ ·.·.·.·,· .. •.•,··.·.·.• #6 @ 16 1298 2164 1726 2879 •:•:•:•:•:•:•>:•:·:•:• ::::::::::::::::::~;::: #8 @ 24 1370 2563 1822 3408 \:\\(}\\ #7 @ 16 1422 2895 1892 3851 1;::{\li()\ti #5 @ 8 1436 2986 1909 3971 r;rrtt!: #8 @ 16 1533 3744 2038 4979 ,, ... •.·.···-·.· .. ·-·.·.· ~: ~:~:~ :; : l: ~ t ~= ~~~{ #6 @ 8 1575 4140 2095 5506 1m;l:trrn I~ .. •,• ,'",.',"•"•'• ... ,•,• #7 @ 8 1695 5524 2254 7346 .,::::::::::::::::!::::; ·:-:•:•:•:-:-:•:•:,,:,: #8 @ 8 1795 7131 2388 9484 {~j~j~\~[~[ij;)~l~~~; Notes rm = 1500 psi fy = 60000 psi Em= 900*fm = 1,350,000 Es = 29,000,000 n = Es/Em = 21 Sheet S~ S GSSI No. 16225A . Date 11/3/2016 . Rebar~ D. face of wall Seismic increase Mmas Ms Mmas Ms 1322 753 1758 1002 1486 994 1977 1323 1549 1136 2060 1511 1742 1469 2317 1953 1731 1497 2302 1991 1738 1570 2312 2088 1932 2066 2569 2748 1909 2085 2540 2772 2009 2205 2672 2933 2059 2672 2738 3554 2238 2843 2976 3782 2110 2739 2806 3643 2222 3036 2955 4037 2262 3507 3008 4664 2404 4016 3198 5341 2529 4247 3363 5649 2555 5131 3398 6825 2745 5824 3651 7746 2918 7679 3881 10214 3049 9791 4055 13022 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand~off installation: Anchor plate: 'Profile: Base-material: Installation: Reinforcement: GSSI MLG Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb] ,:,,s .. , Profis Anchor 2.6.6 Page: 1 Project: Sub-Project I Pos. No.: Argonaut Tl EGen Anchorage 9/7/2016 Kwik Bolt TZ -SS 304 5/8 (4) h.1,act = 4.000 in., hnom = 4.438 in. AISI 304 ESR-1917 6/1/2016 I 5/1/2017 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off);-t·= 0.500 in. ; E = 0 psi; fyk = 35998 psi; YMs = 1.100 Date: a a~Ae+;;;a,11111-C- Ix x ly x t = 20:000 in. x 2.500 in. x 0.500 in.; (Recommended plate thickness: calculated (0.039 in.)) no profile cracked concrete, 4000, fc' = 4000 psi; h = 8.000 in. hammer drilled hole, Installation conditio.n: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3-(c)) zj ~t f \ Input data and results must be checked for agreement with the existing cond1tioDS and for plausibility! PROFIS Anchor-( c) 2003-2009 HilU AG, FL-9494 Schaan Hilti is a registered Trademark of Hiltl AG, Schaan www.hlltl.us Company: Specifier: GSSI MLG 1:115.;1 Profis Anchor 2.6.6 Page: 2 Project: Address: Sub-Project I Pos. No.: Argonaut Tl EGen Anchorage 9/7/2016 Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: {+Tension, -Compression) Date: Anchor Tension force Shear force Shear force x Shear force y 1 1457 729 0 729 max. concrete compressive strain: -(%0) max. concrete compressive stress: -(psi] resulting tension force in (x/y)={0.000/0.000): 1457 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load Nua [lb] Capacity+ Nn [lb] Steel Strength* 1457 13410 Pullout Strength* 1457 3601 Concrete Breakout Strength** 1.457 4193 • anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESRvalue refer to ICC-ES ESR-1917 (j, Nsa ~ Nua ACI 318-11 Table D.4.1.1 Variables Ase,N [in. 2] futa [psi] 0.16 115000 Calculations Nsa [lb] 17880 Results Nsa [lb] $ steel (j, nonduct,le $ Nsa [lb] Nua [lb] 17880 0.750 1.000 13410 1'457 3.2.Pullout Strength Npn/c = Np,2soo 'A. a ~ refer to ICC-ES ESR-1917 (j, Npn,/, ~ Nua ACI 318-11 Table D.4.1.1 Variables fc [psi] '), a N2.2soo [lb I 4000 1.000 5840 Calculations ~ 2500 1.265 Results Nunf,.[lb] $ concrete (j, seismic $ nonducllle (j, NQnf, [lb) 7387 0.650 0.750 1.000 3601 Input data and-results must be checked· for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hlltl AG, FL-9494 Schaen Hlltl is a registered Trademark of Hlltl AG, Schaen y X Utilization f}N '" NuJ+ Nn Status 11 OK 41 OK 35 OK Nua [lb] 1457 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: GSSI MLG 3.3 Concrete Breakout Strength (ANc) Neb = ~co \If ed,N \If c,N \If cp,N Nb q, Neb a: Nua ~c see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b} ANc0 = 9 h~, lf/ec,N = (1 +~e~)S1.0 3 h01 If/ ed,N = 0.7 + 0.3 ( 11t) S 1.0 = MAX(Ca,m,n 1.5hef) S 1.0 If/ ,cp,N Cac ' Cac Nb =kc"'~ 'ffc h;r5 Variables het [in.] eo1,w[in.] 4.000 0.000 C.c Pn.] kc 6.000 17 Calculatio"s ANc [in.2] ~o0[in.2] 144.00 144.00 Results 0.000 1.000 \If ec1,N 1.000 ACI 318-11 Eq. (D-3) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) Ca.mm Jin,] 12.000 (C [j:)Si] 4000 \If ec2,N 1.000 Page: Project: Sub-Project I Pos. No.: Date: \If o,N 1.000 1JI ed,N \If cp,N 1.000 1.000 N~b [lb] q, ccncrate q, seismic 0.750 q, nonductlla cj> Neb [lb] Nua [lb] 8601 0.6.50 1.000 4193 1457 Input data and results must be checked for agreement with the existing ccndltlons and· for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hifti AG, Schaan •=ii59'• Profis Anchor 2.6.6 3 Argonaut Tl EGen Anchorage 9/7/2016 Nb [lb] 8601 www.hilti.us Company: Specifier: GSSI MLG 1:,,5;.1 Profis Anchor 2.6.6 Page: 4 Project: Address: Sub-Project I Pos. No.: Argonaut Tl EGen Anchorage 9/7/2016 Phone I Fax: Date: E-Mail: 4Shearload Load Vua [lb] Capacity+ Vn [lb] Steel Strength* Steel failure (with lever arm)* Pryout Strength** 729 N/A 729 Concrete edge failure in direction x-** 729 • anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength V sa,eq = ESR value ,<J> Vsteel ~ Vua Variables Ase,V [in.2] 0.16 Calculations Vsa,eq [lb] 9350 Results Vsa,eg [lb] 9350 4.2 Pryout Strength refer to ICC-ES ESR-1917 ACI 318-11 Table D.4.1.1 futa [psi] 115000 <I> steel 0.650 <I> nonductlle 1.000 <I> v •• [lb] 6078 6078 N/A 12042· 16403 729 V cp = kcp [ (t:) IV ed,N IV c,N ~/ cp,N Nb] q> Vcp~Vua ACI 318-11 Eq. (D-40) ACI 318-11 Table D.4.1.1 ANc see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANcO = 9 h~f ljl ec,N = (1 + ~ eN) S 1.0 3 her 1j1 ed,N = 0.7 + 0.3 ( rst) S 1.0 = MAX(ca,mln 1.5he1) s 1 _0 ljl cp,N Cac ' Cac Nb = kc 11, a -vic h!l Variables kcp herfin.] 2 4.000 ljl c,N Cac [in.] 1.000 6.000 Calculations ANc [in.2] ANc0 [in.2] 144.00 144.00 Results Vcp [lb] ~ concrete 17203 0.700 ec1,N [in.] 0.000 17 'I' ec1,N 1.000 <I> seismic 1.000 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) e02.N [in,] 0.000 "-a 1.000 'I' ec2.N 1.000 <I> nonductlle 1.000 Input data and results must be checked for agreement with the existing conditions and for plausll?llltyl PROFIS Anchor ( c) 2003-2009 Hlltl AG. FL-9494 Schaan Hlltl Is a registered Trademark of Hlltl AG, Schaan Ca.min [in.] 12.000 (C [psi] 4000 'I' ed,N 1.000 <Ii Vcp [lb] 12042 Utilization flv = Vuaf+ Vn Status 12 OK N/A N/A 7 OK 5 OK \jf cp,N 1.000 8601 Vua [lb] 729 www.hilti.us Company: Specifier: Address: Phone I Fax: E0 Mail: GSSI MLG 4.3 Concrete edge failure in direction x- _(Ave) Vcb -Avc0 If/ ed,V If/ c,V If/ h,V If/' parallel,V Vb q> Vcb?.Vua Ave see ACI 318-11, Part.D.6.2.1, Fig. RD.6.2.1(b) Avc0 = 4.5 C~1 lj/ ec,v·= (1 + 1 2e~) S 1.0 3Ca1 1j1 ed,V = 0.7 + 0.3( 1_<;~ 01 ) S 1.0 -. ft.sc; 1 0 lj/h,V -"'J~?. · Vb =(7G•.)°\~)1.a../fcc~P Variables C81 [in.] Ca2 [in,] 12.000 12.000 18 [in.] A. a 4.000 1.000 Calculations Ave [in.2] Avc0 On.2] 240.00 648.00 Results ecv [in.] 0.000. da [in.] 0.625 If/ ec,V 1.000 ACI 318-11 Eq. (D-30) ACI 318-11 TableD.4.1.1 ACI 318-11 Eq. (D-32) ACI 318-11 Eq. (D-36) ACI 318-11 Eq. (D-38) ACI 3.18-11 Eq. (D-39) ACI 318-11 Eq. (D-33) If/ c,V 1.000 t'0 [psi] 4000 \fl ed,V 1.000 Page: Project: Sub-Project I Pos. No.: Date: ha [in.] 8.000 If/, parallel, V 2.000 If/ h,V 1.500 21090 Vcb[lb] q> concrete <f> seismic q> nonductlle qi Vcb [lb] Vua [lb] 23433 0.700 1.000 5 Combined tension and shear loads f3v 0.405 0.120 f3NV = (3~ + (3~ <= 1 1.000 Utilization f3N.v [%] 26 Input d'\ta and results must be checked for agreement with the existing cond1tlons and for pl~uslbility! PROFIS Anchor ( c) 2003-2009 Hiltl AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 16403 729 Status OK 1:115;.1 Profis Anchor 2.6.6 5 Argonaut Tl EGen Anchorage 9/7/2016 www.hllti.us Company: Specifier: Address: Phone I Fax: E-Mail: 6 Warnings GSSI MLG Page: Project: Sub-Project I Pas. No.: Date: 1:115;.1 Profis Anchor 2.6.6 6 Argonaut Tl EGen Anchorage 9/7/2016 • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be.deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The Cl> factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-11 Appendix D, Part D.3.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Part D.3.3.4.3 (b), Part D.3.3.4.3 (c), or Part D.3.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Part D.3.3.5.3 (a), Part D.3.3.5.3 (b), or Part D.3.3.5.3 (c). • Part D.3.3.4.3 (b) / part D.3.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Part D.3.3.4.3 (c) / part D.3.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Part D.3,3.4.3 (d) / part D.3.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by Q0• • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plauslbllltyl PROFIS Anchor ( c) 2003-2009 HIIU AG, FL-9494 Schaen HIIU Is a registered Trademark of HIIU AG, Schaen www.hilti.us· Company: Specifier: Address: Phone I Fax: E-Mail: 7 Installation data GSSI MLG Anchor plate, steel: ; E = 0 psi; fy1< = 35998 psi Profile: no profile Hole diameter in the fixture: d1 = 0.688 in. Plate thickness (input): 0.500 in. Recommended plate thickness: calculated (0.039 in.) Drilling method: Hammer drilled l=l!S~I Page: Project: Sub-Project I Pas. No.: Date: Profis Anchor 2.6.6 7 Argonaut Tl EGen Anchorage 9/7/2016 Anchor type and diameter: Kwik Bolt TZ -SS 304 5/8 (4) Installation torque: 720.001 in.lb · Hole diameter in the base material: 0.625 in. Hole depth in the base material: 4.750 in. Minimum thickness of the base material: 8.000 in. Cleaning: Manual cleaning of the drilled hole-according to-instructions for use is required. 7.1 Recommended ac;cessories Drilling • Suitable Rotary Hammer • Properly sized drill bit 10:000 10.000 Coordinates Anchor in. Anchor x y c.x 1 0.000 0.000 12.000 C+x Cleaning • Man·ual blow-out pump ·~ y ("' _j1 C.y C+y 12:000 'Input data· and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilli-is a registered Trademark of Hilti AG, Schaan Setting • Torque wrench • Hammer 10.000 10.000 0 0 LO LO C'! C'! .... .... 0 o. LO LO C'! <'! .... .... www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: GSSI MLG 8 Remarks; Your Cooperation Duties Page: Project: Sub-Project I Pos. No.: Date: 1:115;,1 Profis Anchor 2.6.6 8 Argonaut Tl EGen Anchorage 9/7/2016 • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance With applicable norms and permits, prior to using them for-your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the-updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing ccndltlons and for plauslbllltyl PROFIS Anchor ( c) 2003-2009 HIIU AG, FL-9494 Schaan Hilt! ls a registered Trademark of HIIU AG, Schaen Rf.'IISKJN DAI( I ~ d ~ ·1 -----... ---I~ I ·--:i-Jmj.Jn-:1-.:i ... ·,ctRCUrT BREAKERS· LOCATED ON RIGHT.SIDE 275kW DIESEL -LEVEL 3 SOUND ENCLOSURE WITH 24 HOUR FUEL TANK TOTAL APPROXIMATE DIMENSIONS 220"L X 76"W x 114"H -' --TOTAL APPROXIMATE WEIGHTS WITHOUT FUEL: 11',742;55LBS TOP 'IIEW ID ID LJL_,..h,~ _ --. nu,•111 '.&(lk WITH FUEL: 15,548.B0LBS UNrT·MOUNTED CONTROL PANEL LOCATED ON LEFT-SIDE - - ' ::..--=, ~~~ 0 lutl~ ,:.:1=1111*' ,_ __________ ,,,.., _________ .... 4"---------'~ ) REAR 'IIEW RIGHI 'IIEW LEFT VIEW N'PUCABlE MOOElS: DIMENSIONAL QO @[iilfJ5Dfk@ Mru 6R1600 D52JO ~ E3 == LAYOUT Mru 6R1600 05250 @l[iil@l!Jr;f)ll} lffiJ 6R1600 D5275 ~RIPOON! lffiJ 6R1600 DSJOD 230-JOO kW Gensel Housing DRAWN TO SCALE ,~---..: ,l_.r {lillHM~J· llO,IOISIONSt MM [INCH) MTU, 6R 1600 ,~i;,m :g OESCRJ'OON -.----·-==-=--=-=-i:..·::=.:.-=-:-.-:r=.,::-..:.---lo.llE CR£ATED: IOl!AWING H\JMBER. 2016-05-26 XZ57200100027 ISITEET; 1 of 1 Rf.\1SIOk DATE 2.0•HPTtolW.\Off ,~· HP'f lil[QWtCAL. run. LOO. CAI.<( ""' _,,.. 5.0"twrPRIIU«t'~, 2.0· HPf l1.IEl. fU. DPllllW.ll'll/ll110l' 5.D"' ll'T scaNWtr CONTANIOO -- I ,c ... ,.,, ~-~·-··--~ 1 ' . ,.,.,_, [1'>.S01 . 1--~:::::::::::::::::::::::.__,,:'i'cf::',!11_-::::::::::::::::::::::::::::::::::::::::::::::.=:. 97.4 (111.00,1-------------- ~ 1 L.1 @ fI _ 111 ~ I I I ,ial ('"°';u [,..,;~;w (ll"'1,_,_I __,_,, ,,,., [18Jl01 1---~-=---=-~--==--===;;·'t~~~oo"]------l 170@[j[]§/J/J:@ ell @[if]@Ofj)r;[/ --·-.:.:===--==~:·==-=--===---=-~..::i-- Al'f'UC/,ll(£MOOEl5: IIIU 6R1600 05230 unr 6R1600 05250 MIU 6Rl600 05275 MIU 6Rl600 05300 DESCRIPTION ,.....,_ ~:C't:ff ~!~ENSIONAL LAYOUT I DRAWN TO SCALE' IM!ISOIS, 1111 [IC!!) 230-300kW 24Hr 525Gol Extended Tonk ,,.. .. ENGINE! --,-( ....... i, MTU, 6R160D 21SD u ,JED: IOIIAWliGNUllllER. [sHw'i 2016-06-28 XZ5 7200 I 00029 4 of 12 ~ ~ NATIONAL REFRIGERATION AND AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 BRANTFORD, ·ON CANADA N3T ?Y6 NATIQNAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance . by NATIONAL REFRIGERATION at its home office. Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 30 3/8 in DIMENSION B 43 7/8 in DIMENSION C 32 7/8 in DIMENSION D 10 .1/8 in DIMENSION E DIMENSION F DIMENSION G · Olli. DIMENSION H · CONNECTIONS LIQUID 1/2 in SUCTION 7/8 in DRAIN WATER DISCHARGE PAN LOOP HOT GAS SIDE PORT HOT GAS INLET HOT GAS OUTLET OTHER SHIPPING WEIGHT 388Ib REFRIGERANT CHARGE RECEIVER CAPACITY 21Ib APPROVALS r A Order Jtem No: .1 TEHA030E6-HT4B EH·UNE HERMETIC CONDENSING UNITS-AIR DATE : 09 Sep 2016 PURCHASER: Ace-Coolers PROJECT : Argonaut SUBMITTED BY : William newp_auer CIDIIIIClCDc:::JD a::J:DIMII OOURU::lc=Yl,c:::i:> c:=:::'.>Cffla CIID -=:JCJ'!ie:.!9 C::Oe!II -·---8:~§~ ~~ ~ Clacc:J~c::::t:) c::=,c::n:, § !Bg§J§§g ggg uEu8 ~fa§§B ~gg CE::Jelc::;;:a '-DCR:31iiii.i.1'-:t t5:!!ff:;O CE c@us MEA C _jlf/16 101/32 , .. I tJ',=: .. L.J ,, .. NOTES: PAGE 3 OF 10 PRODUCT DETAIL PAGE AANDbio THIS IS NOT A QUOTE Contact: Customer Service Email: servlce@andbio.com Make Ingersoll-Rand Model Air Compressor UP6-15cTAS-125 Price 5500.00 Condition Used Working Y Warranty 30-Day Warranty, 100% Parts and Labor Size 70 40 70 1100 Length Width Height Weight Title Ingersoll-Rand Rotary Screw Air Compressor UP6-15cTAS-125 Description 15 HP Ingersoll Rand UP6 15cTAS-125 Rotary Screw Air Compressor With Dryer/Filters (125 Max PSI, 55 Flow (cfm), Horizontal Tank, 15 HP) Works great, includes a 30-Day 100% no hassle warranty! Applications UP-Series 5-15 HP Total Air SystemLooking to save space and installation costs? Consider the Small UP 5-15 HP Total Air System (TAS) packages as an innovative solution for your customers needs. TAS packages come Web Category Facility Sub Category Air Compressor Location 7-L-2 Bar Code 3340!;i74 Page 1 of 3 > Get Latitude and Longitude To make a search, use the name of a place, city, state, or address, or click the location on the map to find lat long coordinates. Place Name \ 2841 Loker Ave, Carlsbad, CA 92010 ~:\• Add the country code for better results. Ex: London1 UK Latitude Longitude --~-----. • 33.132426 -117 .249702 Facebook Google+ IIBIM Design Maps Summary Report littp://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?templ .. : ,.. I of2 EUSGS Design Maps Summary Report User-Specified Input Report Title Argonaut EGen Wed September 7, 2016 21:15:10 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes ·USGS hazard data available In 2008) Site Coordinates 33.13243°N, 117.2497°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III USGS-Provided Output S5 = 1.033 g S1 = 0.401 g SMS = 1.123 g SMl = 0.642 g Sos= 0.748 g So1 = 0.428 g For information on how the SS and S1 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. -C'I -ta u, MCER Response Spectrum 1.20 1.09 o.,6 0,94 0.72 0.60 0.49 o.:., 0.24 0.12 0.00 -l----11----1---4--1----1----l---1--1--i----l 0,00 0,20 0.40 0.G0 0.80 1.00 1.20 1.40' 1,60 1,go 2.00 Period, T (sec:} 0.8B 0,90 0,72 O.G4 o.s, 'it· 0.49 -~ 0.40 0,32 0.24 0,16 0,09 Design Response Spectrum 0,00 +----t--+---+--t---+---1--+--+--+-t 0,00 0.20 0.40 O,GO 0,90 l.00 1.20 1.40 l.GO 1.80 2.00 Period, T ( sec:) For PGAM, TL, CRs, and CR1 values, please vjew the detailed report. 9/7/2016 2: 15 PM . ji . . .• :'-,, ·, ·, ~ ~ - ' --,1 -I . ' : --. -~ j ' .. ,";' ~ !. ' ; -ii f_ P~_ge t:of'26 VTA Consulting En·gineers, Inc. :Brlef:Job,Oescription >-;,~ .... : --~ • - :Sti:!)ctoral design pf a walk~in-eooler (18X1a)·.and ,freezer{16X:12) com'bo unit-. Wall p~ne!s ~ 4", Oeilin1;1:•pan¢1$;-·6,5" WalR-irffr~ier/F-reezer ('MC) with 26 ga skins ea. sic!e (ASTM 653 .cs TyP~·A) with 4'Lfhk nQ11JJc1I: polyuretnatr~ f9.a.m· cQr~ (~~3\pc;:f)·:p~lliog:_pjmel· E:!nclwall: p~njtl as stated in te$t roPQrt§ pr.epc\r.~~ b.,y OAI lc\b:qr~tori1;1s, R~nc;:t,19 Qucamon_g~ T~$t repqrt~ #s·R!JQ$4i1 -a,.1, RJ0541 a.-2 dat$1 9/2411 o, tA City RR 2J;aga (~~ires 1211/t!J) u_$.e(i tq deten'ntne panel· -s'trueti;tr.eff capacity~ .Cefi¢~,ari~-= Minirni;m, -p," thlgk, 30QO. psL atkweTU~Ji. $[EEL; §RAP!;,$·& l?l,.ATE;S~ASTMA361:(A~la~) Plfl(;~;,A~fM »;~3 TYPE''!$' -QrJ$f . -. -G~S i,B\,-S-t~EL TUB.es ASf M ASOQ· GRADE 'B' .-WE;LOING; ELECTRO PE$: l:-70XX,Akl-S<Dtt$i A:$T>M':A~07 (·.UN)' Aiu,iieai>ie.:eu1idlng Code: 201 ~ CBC' & ASOE 7~4Q •· -•-.L -- :Ctiapfei!·•fa-.. :setam'ic Desig'fl f~r Non..Structyral Components '(1.3-~3.1:. :ASCE:7~10) ~ --, • -~ 1-, . . . t . • ---, • .. _ _ • • _ --_ ,_ , t..atJtutude L9!i9Jt1.1c;ie Spectral,Ace~lerati911.(Short P~Q~) :Re~pcmsJ F.actor ca111i;;onent··An'IP.lff~atioo taotor -{mportl:!nce f~ct9t B.ailc:fing Height- Eguipment elevati<m 'l.~er~I Force (~q: 13.3, 1, A$0Ei 7-1 O). .M'axfrnumlateJJ1l:For.ce '(gq, 13,3,2, .ASCE 1-10) · Mir(i_rm;irn ~t$it'foro_e (Eq. 1·3."3.3, ASCE; 7,.1.Q) 'V~1tl~a1r$~isfT!ic·FQrce (Eq, 12:4.2;2, Ase~ 7a.10) .,. 3'3.13:1'41 ..-111.,~5947 Sos := Q.75.4 'Rp:"" 4-~~ 'Iv;::; 1.0 ft :z !=; 0 ft Jp. 'EpmijX ,= :I ;6.x ·~ps >< Ip, Wp Fpm'in ;,;; 0.3-x $us x Tp Wp fv := ·Q.2,·>¢ Sos WP U$e if(Fp. >.F~min•'Ep>'F'pmfu) =, 0.2'76 ~pv. ;== F.y, ·= 0;,T5J Wp. .Fµmax ;:;-:l.l06 ··Fpmin-= ·0.226'., Jt, = 0,1:S'l' -v-' Wp Wp l10-081 ACE (Argonaut WIC/F) '!i ). VTA Consulting Engineers, Inc. IIUSGS .Design Meps ·Summo.rv Rep.ort (Jae~Spt\c:ifi~ i 1141ut Report Title Afgo.nal.lt WJ!rl'~,cfo!)al:: :cltlil1$ i,q:$i:2!;l.-t1'fC Jt1U.ll~l1Jg OH;te f(em,e~J>oc_ument ASCE 7-l-O'$ijnd.ard {which t1tili:tii;$:l,.1$'(.lS htszani dcbn bv'liiltibl~Tn 2-008) $1tq. CQQl"dfi1at• .a,.iJ,:l4l'oN(:,:1:l.7.~iS*Y.·11W S"tte Soil ctassification S-lte ,CJass;. o ~ ...:'6tiff SoiJl1 :lijs~ Qat,egory 1/JJM · USGS ... Provided Output· s_·;;;;; 1.,04.5, g S1= o~~g: 5;..;;; 1,1::u~ S..1 :;::: <M~"1§ g SK-;;; 0.754:g .~;i. :=; o.4s:;t,,.g F.Qi:, infprm~tlM·OJl bo.w tha ~Saor.l !;it valu~-~bt1ve k.<!VE! Jlij!ll\ t;a!r.:\lmb1<l'tr.om .PfP.~il~tr&·(ru;.k,-targ~~!ll).andi d!l'lW11t1iriT:litrc gr(IIJ.fld motiooi Jn th~ diret;tion:.of' m~>ilm-.im ,hQrliz.o.nl;iJl. ~n~.~ .ple.Dl!t ~tum t9 \hiuipplf~tlon and ~~t th~ "'2'()09 NEHRP.,, 11u1hlin~ i;qde · !'flfi=rem» d~m@nt. .,.::211 1.,111. -!):;~r;. m;u. :-a· 0.1~-. ----, ll.CD o..n· w::,11. ~.;~'--. Ii.1.i-.. . l);C'Jlt -. . . ... .. . . . ' ·' ·~~-o.~o M.o a,:R1 ~M i..'I\C· ;1,~0, ·ucH,cil t,o :,;co ~-noel~ 1' (.-c) O:U Q,llO I).;~ ~,H ·~t· 9. v:i,r j' .tuti· ~.~ ·'7.;l4 ur. .o..ca· ·Pe .. lgn.R~SPQJl!i.e SpeQ:ri.On lf,(11) . . . ., .. ' ' . . . . .. . .. · il,'O.O 1',20: 0,.ul ·O,~B O.RO L,OQ l:;Zil UO 1,0, l,a.e :l,00 · i1111rlod., T· h:ed · Page 2 of 26 l10-081 ACE (Argonaut WIC/F) ! , . , .• ... ----~. , VTA Consulting Engineers, Inc. r-:::::"':-1 ··~:LJ , r--'''"'-+-.. -, 'Lff"·~J t:2!.;:,.0" 1.0, 'I'!-· • .WALK-lN ffltE.ZER!COOLER PLAN Page 3 of 26 l10-081 ACE (Argonaut WIC/F) Page 4 of 26 ' . j VTA Consulting Engineers, Inc. ~ : r i ., ~ 'fl Iii I i. l '(5 "'" I .3 l cQ ,¼: = "' J .~ .! ,,gr,. '~ ~ 1----------------~----~-,.-l-----4.-.·it:f ... , l10-081 ACE (Argonaut WIC/F) I j VTA Consulting Engineers, Inc. D,••• .. ••H ·~ :~al81~SM,J'IOM :1,MWfACllJRlliC 1"5f}1. $0µJ'ff PRl~$E 'M-£ti1UE: -MOlif.!9\lt.f,, W\ 'ij,1-0 l~ . Tf!:,t:P...HON~~ (6~~), -. ... 1710 Ff\'!!:: {i~S) 358"""1Q ______________________ , Roof Panel Thickness Wall Panel Thickness Polyurethane Density (pcf) Sheet Metal Weight (psf) g'i.,u.~:~~-~oQWt. ·sm OIE.00,' CA Cr:= 5.5 in Cw:= 4 in >..d := 2.3 pcf Wt88 := .75 psf DWG ,.. · 1 OF ·4' Backing (3/4" plywood) Wtply:= 0 psf no plywood in this configuration Dead Load Roof 5.5" thick panel >-.dx Cr DLr' := ---+ 2Wt88 = 2.554 psf 12 use 4 psf (conservative) Dead Load Wall Panel 4" thick panel >-.dx Cw DLv,,, := ---+ 2Wt88 = 2.267 psf 12 use 3.5 psf ( c~nservative) Pi@.~old R~kl.$tr.\tio1f~ntl.f~'ly wanu.!3cty.t¢A u9,t94q;·foPlt~·Wi<le .li#A.i11:tli.ie.~es$ of 4fuc;bM'wf!b·ll\~~J f,t~·~Q.l\$.tllli,'Of2~tj~!;~-((t.Ql:l,)~jil,¢h;'bl\lilf!lieliij JlU.liM\'l~}$l«l :.compJyb).S wi~b. ASTM' ,AM~-C§ J'.ypr,!!·A·i11*lliu'e.~i;.s:mre~,io-a .st,upcQ.eq1b<>sse4 -g~1wW;~a tmi~-Ti,i¢.l:l-:t?~t~t\$tlf ¢0.f*ID{lJW,(lj.~Qj,UilSt 6f 5~; 'tW~-:F,m'.t ~(ll\tJ.Wf¢i;! Mli'llretM!feAuµi;frofu® .9SOO_,~.~~'J,1rii,1,rffAUWfrotl1$·9.8.-B,OlJJ J. ;R~~~. ' ' . ' . -. ~ . Page 5 of 26 i10-081 ACE (Argonaut WIC/F) Page 6 of 26 I j VTA Consulting Engineers, Inc. UNIT MODEL (PLAN VIEW) A B ·1 DOI J C D E H D02 F G WALL DIMENSIONS 8 8 ft WallG La:= 12 + -'--= 12.667 ft WallA LA:= 18 + -= 18.667 12 12 100 ft WallH 6 ft WallB LB:= -= 8.333 I LH:= 18 + -= 18.5 12 12 52 ft Walll 6 ft Walle Le:= -= 4.333 · Ly:= 18 + -= 18.5 · 12 12 72 ft WallJ 8 ft WallD Lo:= -= 6 LJ := 12 + -= 12.667 12 12 106 Door1 72 ft ft Lo01:= -= 6 Wall E LE:= -= 8.833 12 12 58 ft Door2 60 ft Wall F LF := --'-= 4.833 Loo2== -= 5 12 12 310-081 ACE (Argonaut WIC/F) < I Length (o/o) ft VTA Consulting Engineers, Inc. Width (o/o) WO := LA= 18.667 ft A B l 001 9.5 rEt H0 := 10 + -= 10.79L.1 12 H ': D02. l'·F .. ____ _. LOADS and SEISMIC FORCE LIVE LOAD LL:= 10 psf DEAD LOAD (Walls) DLw:= 3.5 psf DEAD LOAD (Ceiling) WALLAREA Are¾,I := [2 x (LA+ L1 +LR)+ Lo] x H0 = 1338 ft2 ROOF AREA Are~f := (LA x L1) + (LHx Lo)= 579.7 ft2 INSULATED FLOOR AREA WALL WEIGHT ROOF WEIGHT INSULATED FLOOR WEIGHT TOTAL UNIT WEIGHT ft2 Wtrf := DLc x Arearf = 2319 lbs Wtfl := DLw x Are~ = 820 lbs Wpu := Wtwl + Wt1f + Wtfl = 7822 lbs Total Lateral due to Seismic (1/2 wall + Full Roof) Page 7 of 26 110-081 ACE (Argonaut WIC/F) ' J VTA Consulting Engineers, Inc. ADDITIONAL SPECIFICATIONS (Panel Thickness, Cam lock Strength, Live Load and Total Load Roof Panel Thickness Shear Modulus Allowable Core Shear Camlock allowable shear (Wall to wall, wall to floor) Diaphragm allowable shear Modulus of Elasticity Dead Load Live Load Total Load Thickness of 26 Ga galvanized steel Per foot unit width Typical Roof and Wall Panel Width Roof Panel Cr= 5.5 in G8 := 409 vd := 121 6 7 E8 :=29x 10 =2.9x 10 LL= 10 w:= DL+ LL= 14 t:= .0217 in b:= 12 in 46 wpanel := 12 = 3.833 ft in psi psi FS = 2.5 lbs FS = 3.0 plf FS = 3.0 psi psf psf psf Wall Panel C 4 in w= Page 8 of 26 i10-081 ACE (Argonaut WIC/F) Page 9 of 26 ' I VTA Consulting Engin-eers, Inc. ROOF BENDING STRESS Total Load (D+L) Roof Panel Clear Span Additional Load due to Condenser/Evap/Unit on Roof panel Maximum Moment (due to Self Wt. + LL+ Unit Load) Per Ft. Unit Width (b ), Roof Panel Thickness (Cr) Sheet Metal Thickness (t) Bending Stress w = 14 psf 6 Lroof : = 11 + 12 = 11.5 ft 150 wu := ---= 3.261 psf Max Unit Wt = 150 lbs 4x Li;oof I ( w + wu) x Lroof 2 Mmax•== -= 285 lb-ft 8 b = 12 in Cr= 5.5 in t = 0.022 in psi < 20,000 psi, OK Assume Flexible Diaphragm* DIAPHRAGM SHEAR Parallel wall force does not contribute to chord loads and diaphragm shear L0 = 37 ft WO = 18.667 ft A •D01 J I e I J?- )l' Wt. of wall perpendicular to length Wt of walls perpendicular to Width Wt of diaphragm Total Wt for Diaphragm Shear along length (1/2 perpen WI + full roof) Total Wt for Diaphragm Shear along width (1/2 perpen WI + full roof} Total Diaphragm Shear along length Total Diaphragms Shear along width Diaphragm Shear per ft. along length Diaphragm Shear Check Wtdphrg := Wtrf = 2319 lbs Wtppw Wtdphshr:= Wtdphrg +--;--= 3263 lbs W1ppw' Wtdphshr' := Wtdphrg + 2 = 3716 lbs . Fpd.seis Dtashear:= ---= 10 plf 2x L0 . Fpd.seis' Dtashear' := -----= 23 LA+ LJ+ Lo Diashem· = 10 plf < Diashear' = 23 plf < lbs lbs plf plf Allowable See RR Report 25898 i10-081 ACE (Argonaut WIC/F) ' ' VTA Consulting Engineers, Inc. ROOF DEFLECTION FREEZER ONLY b=12·(unft width) if.-i::::==========::::J ·t=s.teel. C:=4 Roof Span Equivalent Load Includes Roof mounted Mech. Equip. Max Wt = 150Ibs For 46" wide panel (PLF) Allowable Deflection Elasticity Moduls (Steel) Elasticity modulus (Polyurethane) Steel to Polyurethane Ratio Unit Width Steel Thickness ·thickness ------ Lroof = 11.5 ft Mmax'x 8 weq:= 2 ·=17.261 Lroof 46 weq' := weq x 12 = 66 Lroof x 12 A:= ---= 0.575 240 7 Es= 2.9x 10 Ep := 430 Es 4 n:= -= 6.744x 10 Ep psi psi b = 12 in (unit width) t = 0.0217 in Is= Ix+ Ay2 A= b X thickness= 12 x .0217 y = c/2 -thickness/2 = 4/2 -.0217/2 Page 10 of 26 Parallel Axis Theorem: I+ Ay2 Neglect (I) of Steel -negligible psf plf in .!: = 0.000178 in 11 b := .!: = 0.00018 in for polyurethane p 11 1 3 L := -X b X 4 = 0.000949 --p. 12 P in3 Ignore Polyurethane (very small transformed b so lxx is negligible) Moment of Inertia (Steel) b x t3 ( Cr t ·,-i2 3 Is:= 12 + bx t x 2 -2) = 1.954 in Deflection (Steel) in < A= 0.575 in i10-081 ACE (Argonaut WIC/F) Page 11 of 26 ' ' VTA Consulting Engineers, Inc. C-CHANNEL SIZE (Cales and Details for sizing C-CHANNELS embedded in 3'-10" X 18'-0" panels (typ) COOLER SECTION Panelf Self Weight Panel Live Load Total Load (DL +LL) Trib. Area Length Clear Span (Roof length -2X 4" Thick wall panels) Trib. Area Width (typ panel is 46'' wide) Total Area (s.f.) Total Panel Area supported by C-Channels No of C-Channels Dead Load on Channel (lbs per ft) (if channels are equally spaced) Live Load on Channel (lbs per ft) (if channels are equally spaced) Total Load on Channel 46." Lnp = 18 ft DL1f := 4 psf 150 Wu,:= 46 18x - LLrf := 10 psf TL:= DLrf + LLrf +Wu•= 16.174 ft . 46 Wtp := 0 + -= 3.833 12 12 psf ft ft2 ft2 plf ,.....___ 46'' ·c ~ fa D•j ~ j [ : [ ; [ [ [ [ : ::~:: < 2 ~Typ. Panel Section 1-5/8'h 1 • ~91161' I "f' I 4 11 16ga = .0566" I Typical Ceiling Panel C-Chan111el Channel Length (ft) (Clear Span) = 2.174 psf l10-081 ACE (ArgonautWIC/F) Page 12 of 26 VTA Consulting Engineers, Inc. COOLER SECTION C-CHANNELS EMBEDDED IN ROOF PANELS No. bf beams and Total Wt. per channel Moment on Channel w(tot) = w(dl)+w(II) Yield Strength of Channel Required Section Modulus C-CHANNEL DEFLECTION Allowable Moment Sectional Properties Self Weight Allowable Deflection Modulus of Elasticity Total Weight (incl. beam self wt.) Total Deflection (check) Dead Load wDL = 3.944 plf C-Channel SelfWt = 1.533 plf Live Load w11 = 6.389 plf wch := 1.533 plf Wtot = 10.33 plf wtot = 10.333 plf ( wtot + wch) x Lb 2 Mx:= -'----___;_. __ = 0.48 k-ft 8 X 1000 50000 F := --= 50 ksi Y 1000 Mxx 1.67x 12 Sxreq := · = 0.193 FY in3 Try CEMCO 400S162-54 OR EQ. Allowable Moment = Mxall := 14668 = 1.222 k-ft 12 X 1000 Lbx 12 Aallow := ---= 1.2 180 E:= 29000000 psi 4 in plf 5 x wt x Lb x 1728 A':= ------= 0.865 384 x Ex Ixx in < Aallow = 1.2 in,OK 310-081 ACE (Argonaut WIC/F) . . VTA Consulting Engineers, Inc. City of Los An~eles Research Report: RR 25898 Part 9 -Maximum Loadings lt Loadi1'!~:, Mazj~u,un Utlit'o.mt-l,.Pa4 2,5 ~r Ma~rnqm ¢.01i~~,lltti~-~i~l LQMi~g 60l 1b/lineal ft 1.y.fa~m1un ~eilh1g Dfapl.ir~@tl Sb~&t(Vijt]t .Qa,m .. ,~t.~,a1 ·2,>J,in~{1$p;1~rng) ..127 lb/ft· MaKi11iuni'Pau~ R.i~kfog Sh,¢~r* · · . · .97:<tJb/ft ·*NQte; M~XU.llllltt l;l,:h¢igbt {()'Width ta:tip,; 'W'Hh.ttlhthliiun t~ntcam- Joc~ ™t~n~ at each .. ~e¢dq1{:iµ£w'{act?, spa,;:.~~tat 1h~~nnm 34½ fu(ihes-3p~r.t> Roof Deflection Check -cont. Max Panel Length Freezer Lroof = 11.5 ft Max Load W= 14 WALL PANEL -Concentric Load Check Wall Panel Ht. Panel Width (Typ) Panel Self Wt. Load on Wall Panel (1/2 of roof panel + Self Wt of wall panel -typ) Length of opening & No of roof panels over opening · Wt of roof panels over door opening transferred to adjacent wall panels (1/2 load on eithe side of opening) psf < MaxAllowed Ceiling Load= 25 psf, OK H0 = 10.792 ft Wpanel = 3.833 ft DL=4 psf 72 Lwo:= -in 1,2 Page 13 of 26 lbs lbs Concentric Load on Wall Panel (PLF) (incl. extra load from roof panels over opening + Wt. of fan coil unit) Pa'+ Wtp + 150 ~:=--~--=1~ Wpanel plf < Max allow concentric loading = 601 plf OK (See RR 25898) 110-081 ACE (Argonaut WIC/F) ' . VTA Consulting Engineers, Inc. 1 A D E- D02. l·F ._ ____ ... ·G Dbl Fj:I fp X 4ft fyp paneff width= (seis:mii::) Lateral For,ce: p·eli" panel ~ H,eight{H) Fp ~ {\<iind} 1.\l'indac6ng 011 H../.2: Typ. W:aiR Panel ~ 1' T/C-= Fpxjx A = FpXH =Maxife:nsicm 1/2 of the force due to lateral (seismic or wind) is transferred to either perpendicular wall. Most severe case is Wall J, the middle wall (biggest tributary area) Typical Panel Width Lateral Force due to seismic (1/2 seismic force on Wall J Panel Wt. (Wall) Panel Wt. (Ceiling) Total Wt for Dead Load Reduction Tension due to Seismic (Acting at full ht.) Max Tension w/ 2. 5 overstrength Max Shear w/ 2.5X overstrength Wpanel = 3.833 ft o.5 x FPseis Fplat·:= L = 42 J plf Wtw.panel := DLx Wpanel x H0 = 165 lbs lbs Wttot := (Wtw.panel + Wtrf.pane!) = 3o3 lbs lbs Truax:= 2.5T8 -.9Wttot = 850 lbs lbs Page 14 of 26 i10-081 ACE (Argonaut WIC/F) ' ' Clip Check Clip Thickness Section Modulus Yield Strength Tension on Clip Moment on Clip Allowable Moment Max Tension with Overstrength Max Shear with Overstrength 3/8" Dia. KH~Ez Allowable Tension & Shear Ratio Check VTA Consulting Engineers, Inc. in tc := .0635 1 2 Sci:= -x be x tc = 0.013 6 Fy cl:= 50000 psi in for 16ga thick clip continuous lbs Page 15 of 26 lb-in Max distance between centerline of AB and clip bend is 1.25" .9 x Fycl x Sc1 Mel.a:= -----= 362 lb-in > Mc1 = 334 lb-in, OK 1.67 Truax= 850 lbs vmax= 199 lbs PROVIDE: 3/8" Diameter KH-EZ@ 23" o/c (2 per panel) Min Embed -3.25" (Eff. Embed) Mih Spacing -611 Min Edge Distance -6" ICC-ESR-3027 T375 := 1794 5 /",_ -.,,.-3 lbs ( Tmax 'f + (Vmax l~ = 0312 T375) V375) v375 := 1867 lbs <1.0,OK l10-081 ACE (Argonaut WIC/F) Page 16 of 26 ' ' VTA Consulting Engineers, Inc. ' Wall Panel to Wall Panel Connection (Camlocks) + Racking Shear (Due to Seismic) Panel Size (typ 4'-0" panel) Ir \ II 1/2 : 11 ~mn,· · 11 l~d ·. •n· I · 1 Fp (~iling, 'i' 1· ~~1ng -~ Mf ht. Height Wall Panel Fp fw•U) aQttn,:~t CC(l/.Ztt) Ceiling Panel PLAN. Lateral Force (Ceiling Panel) (1/2 load per wall panel) Lateral Force (Seismic) (1/2 Roof + Full wall) Total Lateral Force Total Shear on Panel sides (OTM due to ceiling +Wall@ 1/2 Height} Camlock Capacity Min No. of camlocks Spacing FPceiling = 31 FPwall = 37 lbs ~ 'f¥,P lbs -t ,p~~L ft ·FP (waU) . ' ELEVATJON H0 = 10.792 ft W1w.panel = 165 Wtrf.panel = 138 FPceiling:= Fph x Wtrf.panel = 31 FPtot := FPwall + FPceiling = 69 Ho FPwallx -+ FPceilingx Ho vwall := 2 = 135 LP clock:= 244 lbs Ywall Ncl := --= 0.552 Provide 3 minimum Clock lbs lbs lbs due to seismic lbs due to seismic lbs lbs Provide Min 3 camlocks equally spaced per H0 = 10.792 ft high panel (max spacing 34.5" o/c) H0 = 10.792 ft Wall self in plane load included in lateral force Racking Shear Check vwall = 12 plf H0 racking < shear Max Panel Racking Shear 97.6 plf (See RR Report) i.10-081 ACE (Argonaut WIC/F) ' ' VTA Consulting Engineers, Inc. Roof to Wall Panel Connection .--------TONSUE, -~ GROOVE, ,--------· P.~t,;EL-:F-AST:~N~~ ' ,-+--,-,"-------..,,__-l · NS.F APP.~OV:1:;Q ~~KQ' PQl-YU R IITHAN Ei . P.OAl.i.~0,-:'el N,,-,Pl,ACE, SNAP---IN aur:t:Ql{ I Cami.eeks @ 23'' o/'c WALL PANl=L TO CLG. CONN. ·ctG. C.ONN.TO CLG. CONN~ Lateral. Force taken for most severe case (Wall J) Ceiling Panel to Ceiling Panel and Ceiling Panel to Wall Panel Connection Max Shear Lateral Fore per spacing 23" o/c Fplat = 42 plf Fplat 23 --x -=40 lbs 2 12 Wall Panel to Floor Panel Connection 1/2 shear transferred to camlocks on roof and 1/2 to floor lbs < 244 lbs allowable shear for camlocks @ 34" o/c to connect wall panel to floor panel Page 17 of 26 Max shear FP!at --=21 2 plf 1/2 shear transferred to camlocks on roof and 1/2 to floor Lateral force per 34" o/c spacing for floor camlocks Fplat 34 --x -=59 2 12 lbs < 244 lbs allowable shear for camlocks @ 34" o/c to connect wall panel to floor panel !10-081 ACE (Argonaut WIC/F) ' . VTA Consulting Engineers, Inc. Allawebttt. Sh~ut(inrmtlci:n~trtnelll ~omin~I We.iber Mowiblt • (1P11s!01 P$:i/O) . · Allowable -Screw No. Diam.11ter Dii.rooler Si.raw· steiol Thkikn1.1st ~-ilre\\l· -p~9nalfon d -~ $-mil(~.} Te~$JOll fill-) U11,) S!..«ingth -~-~3·-431~ ~414 W•~--·.w~w Slfength {P~-O.)· -(~ldf(ll 110 .. 2m ·c1a~1ij)-,1~-i6) 0~~41· :p~-1~) it} 0.164 0\.318 ~io. 190 23.5 3$5 ®6' 3$-805 no OJf'IO -0.$15. fi40 1$$ 255 .510 &40 1140· 620 ~12 0.:21~ ll,375 840 176 200 545-7-30< 7fj5 ei1s ~-14 0..242 0:000 tQ45 HID 285 $5 t9& &25 1220 #10 Allowable Values for 16ga VsMslo== 510 lbs backing for clip to wall panel connection Shear on #10 SMS at Clip at Wall Cooler Floor #1OSMS@ 2311O/c V _. Fplat 23 --X -= 40 lbs < 2 12 WO = 18.667 ft L = 37 0 PROVIDE: 3!8!f rnameter IKH-EZ@23" o/c 1 ft Min E.mbe-d -3.25"' {Eff. Embed) -(2 peir pa11el) Min Spaci1t1g -6" Mio Edge Distance: -6" ICC-ESR-3027 I and caml1oc:ks @ 34-11 o/c Page 18 of 26 AIIDwulC ;re.~s-U.c.P1.1ll•O'ijt-$lren9lll {:P.-mofl!'),,e,.tsf!H ·-· !::;!; • '=, OMO: -:st~1.1i:n~1u1$$ · ·111il (!jii,) 1:} 4.$· _-54 .6$ ~j (io) ff8)" (1~} (U) (12]. 70 95 17() 215. 305 75. no .200 250 36$ 75 '110 215 285 405 .a5 1~_(1 215 .2_95 -455,, -- TsMsIO:= 200 lbs VsMSlO = 510 lbs H0 = 10.792 ft For wall to floor panel c:onnedi1on _, -.. ----· . -- i10-081 ACE (Argonaut WIC/F) ,, ' VTA Consulting Engineers, Inc. . . · · · WALL P,cANEL . ..-1 ;i;i, ~AD I us_ .. AUJ·MJN'UM TR~AD PlATt. : . _. · .. 1JG.A. :GA,!.)/,. ·,$TE,l~l, .· · __ :._ , ~ $(~1'' PLYWO.CtJ 'REfNF. .. _ ,-~XT, C{)V~ BASE: LJCJ&B , -ro· ;MATCH WALL PANEL . .., -FlO:OR PA~EL FREEZER J i_4/THf. A::'Yl'D:E _.:CQ_~TINUOU$.' -· ·------.STEEL ANCHOR PLATE WALL .PANEL TO FLOOR C.ONN. ' ' . . . . . . ' , ~ . 16GA. GALV .. CQNT .. ANG·LE __,-----.-,. # 1 0 SH:T. MTL. 1,-____ .....,.,,,.. SCRE:WS, 2.3'-o.·c .. +·•4 4-·' ', ' . CONC. SLAB Min Spa·cing --10» Min Embed -3~25.. ;M'ln Confret~ Edge Ojst .. -1or1 CO.OtER WALL PANEL TO 'FL:oo·R CQN'.N_ -,. -. ,_ ---. -- Page 19 of 26 l10~0~1 ACE ()}rgonaut WIC/F) www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.]& Loading [lb, in.lb] KWIK HUS-EZ (KH-EZ) 3/8 (3 1/4) hef,act = 2.500 in., hnom = 3.250 in. Carbon Steel ESR-3027 6/1/2014112/1/2015 Design method ACI 318-11 / Mech. Page: Project: Sub-Project I Pos. No.: Date: -(Recommended plate thickness: not calculated) no profile cracked-concrete, 3000, f0' = 3000 psi; h =6.000 in. hammer drilled hole, Installation condition: Dry Page 20 of 26 1:i,s-1 Profis Anchor 2.5.1 1 Argonaut WIC & Freezer 10/12/2016 tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or< No. 4 bar Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) I z::· I ,, ,, ,, I ,, ,, I -I I ,, I, I· I ,t I I I I ,, ~ ,I () '· v ' .... :-.:. l10-0~1 ACE (~rgonautWIC/F) www.hilti.us Company: Page: Specifier: Project: Page 21 of 26 1 : 1 1 s··iirJ Profis Anchor 2.5.1 2 Argonaut Address: Sub-Project I Pos. No.: WIC & Freezer 10/12/2016 Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Date: Anchor Tension force Shear force Shear force x Shear force y 868 199 199 0 max. concrete compressive strain: -[%0] max. concrete compressive stress: -[psi] resulting tension force in (x/y)=(0,000/0.000): 0 [lb] resulting compression force iri (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Steel Strength* Pullout Strength* Concrete Breakout Strength** Load Nua [lb] 868 N/A 868 • anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value <p Nsteel :2: Nua Variables n 1 Calculations Nsa [lb] 10335 Results Nsa [lb] 10335 refer to ICC-ES ESR-3027 ACl318-11 Table D.4.1.1 Ase,N [in.2] 0.09 <!isteel 0.650 futa [psi] 120300 <pnonductile 1.000 qi Nsa [lb] 6718 Capacity ;Nn [lb] 6718 N/A 1794 Nua [lb] 868 Utilization ~N = Nu.f fNn 13 N/A 49 Status OK N/A OK l10-0~1 ACE (A_rgonaut WIC/F) WWW.hilti.UJ Company: Specifier: Address: Phone I Fax: E-Mail: 3.2 Concrete Breakout Strength Neb = (t:) 'Jfed,N 'Jfc,N 'Jfcp,N Nb q> Neb~ Nua ANc see ACI 318-11, Part D.5.2.1, Fig. RD.5.2.1(b) ANcO = 9 h~1 ljlec,N = (1 + ~ e~) S 1.0 3 hef '1Jed,N = 0.7 + 0.3 ( 1~S~:f) S 1.0 . = MAX(Ca,mm 1 ,5het) s 1 0 ljl cp,N Cac ' Cac • Nb = kc A.a ~hl/ Variables he1 pn.] ec1,N [in.] 2.500 0.000 Cac [i11.] kc 3:750 17 Calculations ~c [in.2] ANcO [in.2] 56.25 56.25 Results Neb [lb] cpconcrete 3681 0.650 ec2,N [in.] 0.000 1.000 'lfec1,N 1.000 $seismic 0.750 ACI 318°11 Eq. (D-3) ACI 318-11 Table 0.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318-11 Eq. (D-12) ACI 318-11 Eq. (D-6) Ca,m,n [in.] 6.000 ·(c [psi] 3000 'J'ec2,N 1.000 qJnonductlle 1.000 Page: Project: Page 22 of 26 •=iiS•• Profis Anchor 2.5.1 3 Argonaut Sub0 Project I Pos. No.: WIG & Freezer 10/12/2016 Date: 'J'c.N 1.000 'lfed.N 'J'cp,N 1.000 1.000 3681 cj> Neb [lb] Nua [lb] 1794 868 310-0~1 ACE (A[gonautWIC/F) www.hilti.us Company: Page: Specifier: Project: Page 23 of 26 1:1159'1 Profis Anchor 2.5.1 4 Argonaut Address: Sub-Project I Pos. No.: WIC & Freezer 10/12/2016 Phone I Fax: Date: E-Mail: 4 Shear load Load Vua (lb) Capacity +vn [lb] Steel Strength* Steel failure (with lever arm)* Pryout Strength** Concrete edge failure in direction x+** 199 N/A 199 199 1867 N/A 5153 1922 * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa.eq = ESR value <p Vsteel ~ Vua refer to ICC-ES ESR-3027 ACI 318-11 Table 0.4.1.1 Variables n 1 Calculations Vsa,eg [lb] 3111 Results Vsa,eq [lb] 3111 4.2 Pryout Strength 0.09 q>steel 0.600 Vcp = k,,p [ (:::) o/ed,N 'l'~N 'lfcp,N Nb] <jiVcp~Vua futa [psi] 120300 q>nonductile 1.000 ANc seeACI 318-11, PartD.5.2.1, Fig. RD.5.2.1(b) ANca = 9 h~r 'lfec,N = (1 + ~ e~) S 1.0 3 her 'lfed,N = 0.7 + 0.3 ( ~-S~:J S 1.0 = MAX{Ca,min 1.5her) S 1 _0 'I' cp,N Cac ' Cac Nb = kc Aa -v(, h!/ Variables kcp, her [in.] 6c1,N [in,] 2 2.500 0.000 lj/c,N Cac [in.] 1.000 3.750 17 Calculations ANc [in,2] ANca [in.2] 'lfec1,N 56.25 56.25 1.000 Results Vcp [lo] 4>concrete $seismic 7361 0.700 1.000 q> v •• [lb] 1867 ACI 318-11 Eq. (D-40) ACI 318-11 Table 0.4.1.1 ACI 318-11 Eq. (D-5) ACI 318-11 Eq. (D-8) ACI 318-11 Eq. (D-10) ACI 318°11 Eq. (D-12) ACI 318-11 Eq. (D-6) ec2.N [in.] 0.000 "-a 1.000 \lfec2,N 1.000 $nonductlle 1.000 Vua [lb] 199 Ca,m,n [in.] 6.000 fc [psi] 3000 \lfed,N 1.000 $ V0p [lb] 5153 Utilization Pv = Vual;Vn Status 11 OK N/A NIA 4 OK 11 OK l!fcp,N 1.000 3681 Vua [lb] 199 l10-0~1 ACE (~rgonaut WIC/F) Page 24 of 26 •=ilS~i www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4.3 Concrete edge failure in direction x+ V -(Ave) . V cb -Avco lj/ed,V lj/c,V lj/h,V lj/parallel,V b $ V0b2 Vua Ave see ACI 318-11, Part D.6.2.1, Fig. RD.6.2.1(b) Avca = 4.5 c~1 . 1 lj/ec,v = (1 + 2e~) :S 1.0 3Ca1 lj/ed,V = 0.7 + 0.3( 1 _';~al) :S 1.0 __ ftTc;; __ 10 lj/h,V -"ha"' • Vb = (t G:)°"2 ~} 1-a --ffc c~l Variables Ca1 [in.] C82 [in.] 4.000 6.000 le [in.] I.a 2.500 1.000 Calculations Ave [in.2] Avco [in.2] 72.00 72.00 Results Vcb [lb] <l>concrete 2745 0.700 ecv [in.] 0.000 da [in.] 0.375 lllec,V 1.000 cpseismlc 1.000 5 Combined tension and shear loads 0.484 J3NV = J3~ + J3~ <= 1 6 Warnings 0.107 ACI 318-11 Eq. (D-30) ACI 318-11 Table D.4.1.1 ACI 318-11 Eq. (D-32) ACI 318-11 Eq. (D-36) ACI 318-11 Eq. (D-38) ACI 318-11 Eq. (D-39) ACI 318-11 Eq. (D-33) ljlc,\t 1.000 f~ (psi] 3000 ll/ed,V 1.000 cpnonductile 1.000 5/3 Page: Project: Sub-Project I Pos. No.: Date: ha [in.] 6.000 ljlparallel.V 1.000 ll/h,V 1.000 2745 cj> Vcb [lb] Vua [lb] 1922 199 Utilization@N,v [%] 33 Profis Anchor 2.5.1 5 Argonaut WIG & Freezer 10/12/2016 Status OK • Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The <l> factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer'.s product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • An anchor design approach for structures assigned to Seismic Design Category C, D, E or Fis given in ACI 318-11 Appendix D, Part D.3.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Part D.3.3.4.3 (b), Part D.3.3.4.3 (c), or Part D.3.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Part D.3.3.5.3 (a), Part D.3.3.5.3 (b), or Part D.3.3.5.3 (c). • Part D.3.3.4.3 (b) / part D.3.3.5.3 (a) requires that the attachment the anchors are connecting to the structure be designed to undergo ductile yielding.at a load level corresponding to anchor forces no greater than the controlling design strength. Part D.3.3.4.3 (c) I part D.3.3.5.3 (b) waives. the ductility requirements and requires that the anchors shall be designed for the maximum tension / shear that can be transmitted to the anchors by a non-yielding attachment. Part D.3.3.4.3 (d) / part D.3.3.5.3 (c) waives the ductility requirements and requires the design strength.of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased PY no- • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-11, Part D.9.1 510-0~1 ACE (~rgonaut WIC/F) www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Page: Project: Sub-Project I Pos. No.: Date: Fastening meets the design criteria! Page 25 of 26 1:115;.1 Profis Anchor 2.5.1 6 Argonaut WIC & Freezer 10/12/2016 >10-0~1 ACE (~rgonaut WIC/F) Page 26 of 26 •=iiS.Ji www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 7 Installation data Page: Project: Sub-Project I Pos. No.: Date: Profis Anchor 2.5.1 7 Argonaut WIC & Freezer 10/12/2016 Anchor plate, steel: -Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (3 1/4) Profile: -Installation torque: 480.001 in.lb Hole di;:imeter in the fixture: -Hole diameter in the base material: 0.375 in. Plate thickness (input): -Hole depth in the base material: 3.500 in. Recommended plate thickness: -Minimum thickness of the base material: 4.750 in. Cleaning: Manual cleaning of the drilled.hole according to instructions for use is required. Coordinates Anchor in. Anchor x y c.x c+x C-y c+y 1 0.000 0.000 6.000 6.000 6.000 6.000 8 Remarks; Your Cooperation Duties • Any and all information c3nd data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence.of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularty with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. COOtER e NATIONAL REFRIGERATION AND TEHA030E6-HT4B AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 EH-LINE HERMETIC BRANTFORD, ON CONDENSING UNITS-AIR . CANADA N3T SY6 PURCHASER : Ace Coolers SUBMITTED BY : William newpauer PROJECT : Argonaut DATE: 09 Sep 2016 ORDER # : 04225.33878.03091-EOO ITEM#: 1 QUOTE # : Q27GOWNA-E ID#: PURCHASER'S PO # : TAGGING: MODEL FEATURES • Copper tubing secured with cushion • High efficiency PSC fan motor with • Suction Service valve clamps internal overload protection • Units are shipped with Helium holding • Crankcase heater • Outdoor weather-resistant housing charge • Fixed Flooded head pressure control made from G90 galvanized steel • Weatherproof electrical control box (unless otherwise indicated) • Pre-formed piping with compressor contactor and fused • High efficiency enhanced copper tube • Rec;eiver with fusible plug and outlet control circuit and aluminium fin coil design valve • Adjustable low pressure control with flex hose / fixed high pressure control MODEL OPTIONS ( * = Shipped Loose } -PRE-ENGINEERED OPTION PACKAGE ADJUSTABLE PRESSURE CONTROLS § Heated and Insulated Receiver -A-STD Continued Hoffmann Fan Speed Control _!_ B D Separate High/Low with flex hose Insulated Suction Line -C BALL VALVE LIQUID LINE FILTER+ SIGHT GLASS -D B *Liquid Line ~ Sealed E *Suction Line Liquid Line Lock-Out Relay -F CABINET FINISH LIQUID LINE SOLENOID VALVE --G D Painted Grey § *Standard 230V Coil -H CAPACITY CONTROL -HOT GAS *Standard 115V Coil '--J BYPASS Oversized Receiver '--L ~ To Jalet of Evapocato, ~·~~!!1 VOLTAGE MONITOR DEFROST FUSING -SHOW SET QTY To Suction Line B Up to 30 Amps Compressor Circuit Breaker 6-Lead (MotorSaver4SS) 35 Amps to 60 Amps Compressor Time Delay Relay Pump Down Toggle Switch ELECTRIC DEFROST KIT CONDENSING UNIT PRISON PACKAGE Receiver Inlet Ball Valve {TIMECLOCK INCL.) § Tamper Proof Screws Single Point Electrical ~ Up to 40A Htcs, 30A Faas 1 Evap Crankcase Pressure Regulator HOUSING MATERIAL Up to 60A Htrs, 30A Fans 1 Evap Discharge Air Hood B Stainless Steel Up to 40A Htrs, 30A Fans 2 Evap DISCONNECT SWITCH Sub Cooling Circuit Up to 60A Htrs, 30A Fans 2 Evap B Fused SUCTION ACCUMULATOR Up to 60A Htrs, 40A Fans 3 Evap Nona Fused B With Heat Exchanger Up to BOA Htrs, S0A Fans 3 Evap EC FAN MOTORS + SPEED Without Heat Exchanger DEFROST KIT CONTROLLER SUCTION FILTER {USE WITH KE2) § All Motors Variable Speed -460V Units D Sealed Type ~ Up to 30A pee Evap Export Crating TIME CLOCK 35A to S0A per Evap Extended Leg Kit ~ Pacagoa 8145 Style 115V Control Circuit COIL COATING *230V Paragon 8145 Style 30A Contactor B Heresite Coating *115V Paragon 8145 Style 40A Contactor ElectroFin Coating Two Valve Adj Flooded Head 60A Contactor ~ FIN AND MATERIAL _ Pressure Control ADJUSTABLE PRESSURE CONTROLS -Gold Coat Fins -Wind Guard Fl Danfoss Dual with flex hose -Copper Fins Less Flooding Valve(s) Johnson Dual with flex hose Hail Guard for Condenser 1 TQuickVac Valves VOLTAGE I SYSTEM REFRIGERANT I RATING I SUCTION TEMP I AMBIENT TEMP I CAPACITY 460/3/60 I R404A I 3Hp .1 26.2 Of I 95 Of / 28318 BTUH FANS COMPRESSOR CIRCUIT TOTAL QTY I POWER I FLA/FAN TYPE I QTY I RLA I LRA AMPS I WATTS I MCAt I MOP=I= 1 I I 1.1 CS18K6E-TFD-256 I 1 I 4.2 I 33 5.3 I I 6.4 I 15 LIQUID I l/2in I SOUND -I REC CAPACITY I . 211b I APPROVALS SUCTION I 7/Sin I WEIGHT 3881b I REF CHARGE I I CE c@us NOTES: t MCA .. Minimum Circuit Ampacity, * MOP .. Maximum Overcurrent Protection MEA MCA & MOP are for the condensing unit ONLY. Single point connections WILL show different on dataplate. APPROVED BY : I DATE: Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 2 OF 10 e NATIONAL REFRIGERATION AND AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON CANADA N3T 5Y6 NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. Dimensions shown are for standard .unit less options. DIMENSIONS DIMENSION A 30 3/8 in DIMENSION B 43 7/8 in DIMENSION C 32 7/8 in DIMENSION D 10 1/8 in DIMENSION E DIMENSION F DIMENSION G 0in DIMENSION H CONNECTIONS , LIQUID 1/2 iri SUCTION 7/8 in DRAIN WATER DISCHARGE PAN LOOP HOT GAS SIDE PORT HOT GAS INLET HOT GAS OUTLET OTHER SHIPPING WEIGHT 388 lb REFRIGERANT CHAR,GE RECEIVER CAPACITY 21 lb APPROVALS r A ~ 0 • 5/16 L Order Item No: 1 TEHA030E6-HT4B EH-LINE HERMETIC CONDENSING UNITS-AIR DATE : 09 Sep_ 2016 PURCHASER : Ace Coolers PROJECT : Ar_g_onaut SUBMITTED BY : William newp_auer Wi=CLD LIIDWLJ== tet.Bwwwi'll. B 633.JCl.ilJ CDD~c::::r::Jc:JD CCIDomt 0 8H3B EiiiiBEE~ ~rg a:t:D c=:)• c::m.D m:cJ c:oc::rs &iiii!:aEL3 m:D= ca,====<== m:D= ~=== =CID m:n= 03=== =c::io ac:Dc:::::J o::::>CI=>c:::::Jc::r::l C=::JCID ta:Dc::> a:::JCC:::,c:::::JC:O t'.ZciDDD m:D= ~=== i=E<D == c;:,;;aa;a===, Ei=!ElD CE c@us MEA '""LC --l~ll/16 __J_IOl/32 ,..I c.J"'=: ~, .. NOTES: PAGE 3 OF 10 e NATIONAL REFRIGERATION AND TLP423MA-S1B-T AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 LOW PROFILE BRANTFORQ, ON EVAPORATOR . CANADA N3T 5Y6 PURCHASER : Ace. Coolers SUBMITTED BY : William newpauer PROJECT: Argonaut DATE; 09 Sep 2016 ORDER # : 04225.33878.03091-E00 ITEM#: 2 QUOTE # : Q27GOWNA-E ID#: PURCHASER'S PO # : TAGGING: MODEL FEATURES • 3/8" Tubing coil construction (reduces • Hinged drain pan with central universal • Ultra efficient Electronically refrigerant operating charge) drain connection (3/4" drain) Commutated Motor (ECM) • Factory installed solenoid valve wire • Front access to spacious electrical and • ** ECM with SmartSpeed Technology harness header compartments • High efficiency enhanced copper tube • Heavy gauge textured aluminum cabinet • Schrader connection on suction header and aluminium fin coil design construction resists scratches/corrosion • Attractive and durable high density • 6 FPI • Spacious piping end compartment allows polyethylene fan guards for easy assembly MODEL OPTIONS ( * = Shipped Loose } PRE-ASSEMBLED EVAP EXPANSION VALVE KE2 THERM ~ EEV Kit -Sporlan EEV + Kelvin II ~ Sporlan TXV § *SmartGate Router #20695 r--. EEV Kit -Emerson EEV + EX48 Emerson TXV *8 Port Switch #20166 ,__ ,...:... KE2 Demand Defrost w/Sporlan TXV Sporlan EEV *CATSe Shielded Cable -50ft -KE2 Demand Defrost w/Sporlan EEV Emerson EEV w/connectors ,__ *KE2 Demand Defrost w/Sporlan TXV Danfoss TXV El 40' Leads on Sensors + Transducers -*KE2 Demand Defrost w/Sporlan EEV SENSOR + TRANSDUCER FOR EEV *Liquid / Suction Heat Exchanger -KE2 Demand, Defrost w/KE2 EEV El for use with Emerson EEV LIQUID LINE SOLENOID VALVE *KE2 Demand Defrost w/KE2 EEV Other Brand -Specify in Notes ~ Danfoss -_ Aux Sideport Connector ELECTRONIC SH CONTROLLER Sporlan CABINET FINISH FOR EEV Emerson § Painted' White § *Sporlan Kelvin II EEV Controller By Others Field Supplied Painted Black *Emerson EEV Controller Dual Voltage Coil 120-230V Field Stainless Steel *Other EEV Controller-Specify MFR Wired SENSORS FOR CPC I IO BOARDS Model in Notes 0 Nitrogen Charged and Sealed § eo;1 Temp Sensor 0 Evaporator Disconnect Switch -ROOM THERMOSTATS Return Air Temp Sensor EVAPORATOR PRISON PACKAGE -Mechanical . Suction Pressure Transducer El Tamper Proof Screws -*Mechanical DEMAND DEFROST ELECTRONIC Export Crating r--*Johnson A19ABC CONTROLLER COIL COATING .._ *Johnson A419ABC-1C § KE2 Thecm Evapo,ato, Efficiency El Heresite Coating ,__ Ranco ETC-111000 *KE2 Therm Evaporator Efficiency Electrofin Coating -*Ranco ETC-111000 Dual Circuit FIN AND MATERIAL -Wire Fan Guards ELECTRONIC CONTROLLER § Gold Coat flns D KE2 Temp+Defrost Copper Fins Insulated Drain Pan VQl:.TA~E I SYSTEM REFRIGERANT I AIR FLOW I EVAP.TEMP I BOX TEMP CAPACITY 11~/1/60 I R404A I 3810 CFM I 26.7 Of I 39 OF 28318 BTUH FANS HEATERS CIRCUIT TOTAL QTY I POWER I FLA/FAN TYPE I QTY I AMPS I AMPS I WATTS I MCAt I MOP:J: 4 I 0.07HP I 1 I I I 4 I 240 I 4.3 I 15 DISTRIBUTOR I 1/2in I SOUND I -I REC CAPACITY I I APPROVALS SUCTION I 1 1/Sin I WEIGHT I 116 lb I REF CHARGE I 41b I CE c@111 NOTES: t MCA .. Minimum Circuit Ampacity, :J: MOP .. Maximum Overcurrent Protection (D APPROVED BY : I DATE: Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 4 OF 10 e NATIONAL REFRIGERATION AND Order Item No: 2 AIR CONDITIONING CANADA CORP. TLP423MA-S1B-T . 159 ROY BLVD, PO BOX 2020 ' BRANTFORD, ON LOW PROFILE "' CANADA N3T 5Y6 EVAPORATOR NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and DATE : 09· Sep 2016 subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable tmder the PURCHASER : Ace Coolers provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance PROJECT: Argonaut by NATIONAL REFRIGERATION at its home office. SUBMITTED BY : William newpauer Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 78 1/4 in /.438 SLOTS IN DIMENS'lON B 32 5/8 in MOUNTING BRACKETS DIMENSION C 32 5/8 in - DIMENSION D ~ DIMENSION E 15 7/8 Q Nfl.THROW DIMENSION F [403] N'PROX36' DIMENSION G 0in DIMENSION H n' -~ /C'-~ CONNECTIONS 1 3/81 i---3/4 MPT / _3/~ FLARE DISTRIBUTOR 1/2 in - t5] [76] . DRAIN CONNECTION SUCTION 1 1/8 in DRAIN 3/4 in . 12 11 7/8-,-,-31{8 WATER ~o~ [302] [79] M IM DISCHARGE PAN LOOP HOT GAS SIDE PORT HOT GAS INLET A HOT GAS OUTLET E,Uf-- OTHER REFRIGERA:rJON C B /~LECTRICAL SHIPPING WEIGHT 116 lb C.QNNECTIONS. ----~ -~ CONNECJIONS. r--,...__,-, ./ REFRIGERANT CHARGE 4 lb Sl:JCTI'QN &: LIQUID. .J E3 RECEIVER CAPACITY (TOP\IIEW) ~...J l'-..i,Vl APPROVALS ~~ = -= "" -= --CE c@us CD oQ Oo - 1JlJ I . . I • • I UU\ -• I I . • I IJlJ NOTES: PAGE 5 OF 10 FREEZER e NATIONAL REFRIGERATION AND TESA035L6-HT4B AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 ES-LINE SEMI-HERMETIC BRANTFORD, ON CONDENSING UNITS-AIR -,. CANADA N3T SY6 PURCHASER : Ace Coolers SUBMITTED -BY : William newpauer PROJECT : Argonaut DATE : 09 Sep 2016 ORDER # : 04225.33878.03091-E00 ITEM#: 3 QUOTE # : Q27GOWNA-E ID#: PURCHASER'S PO # : TAGGING: MODEL FEATURES • Copper tubing secured with cushion • Outdoor weather-resistant housing • Weatherproof electrical control box clamps made from G90 galvanized steel with compressor contactor and fused • Crankcase heater • Pre-formed piping control circuit • Discharge and suction vibration • Receiver with fusible plug and outlet • Copeland DiscusTM with CoreSense eliminators valve Protection • Fixed Flooded head pressure control • Spring mounted, accessible semi-• Adjustable low pressure control with (unless otherwise indicated.) hermetic compressor flex hose / fixed high pressure control • High efficiency PSC fan motor with • Suction Service valve • High efficiency enhanced copper tube internal overload protection • Uni~s are shipped with Helium holding and aluminium fin coil design charge MODEL OPTIONS ( * = Shipped Loose ) -PRE-ENGINEERED OPTION PACKAGE BALL VALVE Continued D Liquid Line Lock-Out Relay -A-STD B *Suction Line LIQUID LINE SOLENOID VALVE ....!. B Suction Line B *Standard 230V Coll -C CABINET FINISH *Standard 115V Coil -D D Painted Grey OIL SEPARATOR -E CAPACITY CONTROL • HOT GAS BYPASS ~ Standard -F ~ To fule< of '""''"~ With Oil Filter and Solenoid -G To Suction Line Oversized Receiver -H Comll_ressor Circuit Breaker PHASE/ VOLTAGE MONITOR J ~ 3-~d -DEFROST FUSING -SHOW SET QTY Compressor Time Delay Relay 6-Lead (MotorSaver455) CONDENSING UNIT PRISON PACKAGE' § Up to 30 Amps ~ Tam po, "'" "= Pump Down Toggle Switch 35 Amps to 60 Amps Crankcase Pressure Regulator Receiver Inlet Ball Valve Over 60 Amps Discharge Air Hood Single Point Electrical ELECTRIC DEFROST KIT Discharge Line Check Valve HOUSING MATERIAL (TIMECLOCK INCL.) Discharge Muffler B Stainless Steel ~ "' "' '"" "'"· 30A ""' ""' DISCONNECT SWITCH Sub Cooling Circuit Up to 60A Htrs, 30A Fans 1 Evap B Fused SUCTION ACCUMULATOR -Up to SOA Htrs, 30A Fans 1 Evap Non-Fused ~ With Heat Exchanger Up to 40A Htrs, 30A Fans 2 Evap EC FAN MOTORS + SPEED CONTROLLER Without Heat Exchanger Up to 60A Htrs, 30A Fans 2 Evap § _All Motors Variable Speed -460V Units SUCTION FIL'l"ER Up to SOA Htrs, 30A Fans 2 Evap Export Crating B Sealed Type Up to 60A Htrs, 40A Fans 3 Evap Extended Leg Kit Replaceable Core DEFROST KIT COIL COATING TIME CLOCK (USE WITH KE2) B Heresite Coating ~ ""''° "" "''' M "' "' '"" pN '"' *230V Paragon 8145 Style 3 SA to SOA per Eva p ElectroFln Coating *llSV Paragon 8145 Style 115V Control Circuit FIN AND MATERIAL 30A Contactor ~ Gold coo,""' Two Valve Adj Flooded Head Pressure Control 40A Contactor Copper Fins Wind Guard 60A Contactor Hail Guard for Condenser Less Flooding Valve(s) ADJUSTABLE: PRESSURE CONTROLS Heated and Insulated Receiver TQuickVac Valves B Hoffmann Fan-Speed Control MANUAL OPTIONS Johnson Dual with flex hose IT] DISCHARGE LINE TEE Separate High/Low with flex hose Insulated Suction Line BALL VALVE LIQUID LINE FI,LTER + SIGHT GLASS R *Liquid Line ~ Sealed ,Liquid Line Replaceable _ VOLTAGE I SYSTEM REFRIGERANT I RATING I SUCTION TEMP I AMBIENT TEMP I CAPACITY 460/3/60 I R404A I 3.5Hp I •16.3 Of I 95 Of j 20676 BTUH FANS COMPRESSOR CIRCUIT TOTAL QTY I POWER I FLA/FAN TYPE I QTY I RLA I LRA AMPS I WATTS I MCAt I MOP:f: 1 I 400W I 1.1 2DF3F16KETFDC40I 1 I 7.9 I 52 9 I I 11 I 15 LIQUID I 1/2in I SOUND I -_ I REC CAPACITY I 221b I APPROVALS SUCTION I 1 1/Sin I WEIGHT I 5881b -I REF CHARGE I I CE c@us NOTES: t MCA .. Minimum Circuit Ampacity, :I= MOP .. Maximum Overcurrent Protection MEA MCA & MOP .are for the condensing unit ONLY. Single point connections WILL show different on dataplate. APPROVED BY : I DATE: Approval of thi~ drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any persori whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 7 OF 10 e- ' ,., NATIONAL REFRIGERATION AND AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON CANADA N3T SY6 NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and subject to its published warranty. Approval of this drawing signifies tli9t the equipment 1s acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. Dimensions shown are for standard unit less options. DIMENSIONS DIMENSION A 30 3/8 in DIMENSION B 43 7/8 in DIMENSION C 32 7/8 in DIMENSION D l0in DIMENSION E DIMENSION F DIMENSION G 0 in DIMENSION H CONNECTIONS LIQUID 1/2 in SUCTION 1 1/8 in DRAIN WATER DISCHARGE PAN LOOP HOT GAS SIDE PORT HOT GAS INLET HOT GAS OUTLET OTHER SHIPPING WEIGHT 588 lb REFRIGERANT CHARGE RECEIVER CAPACITY 22 lb APPROVALS r A ~ 5/16 L Order Item No: 3 TESA035L6-HT4B ES-LINE SEMI-'HERMETIC CONDENSING UNITS-AIR DATE : 09 Sep_ 2016 PURCHASER : Ace Coolers PROJECT : Ar_g_onaut SUBMITTED BY : William newp_auer 8 e:::D CJ.E CDD cm:::, c::c::,c::::m CI:CD .... SB EiBiElEEBiil ~~ a::c:Dc=::t CBDmr:Jc:::r:::,~ ~Ei:3 CII:DC=:l Clll)a:::Jc::::Jc:::::D c:=:,C2:J CIDJ= ~=== =c:ro == ~=== =c:ro aD[)c:=::::::) D=>cc::Jc:::::JC::O c::::JCII:J, aco= ==== =c:ro CIDJ= ~=== == == c;:si:,a;a== EE9El0 CE c@us MEA '""LC --l~ll/16 ___J_ 10 1/32 , .. I_ t.J"=: ~, .. NOTES: PAGE 8 OF 10 e NATIONAL REFRIGERATION AND TLP419VT-S4B AIR CONDITIONING CANADA CORP. 159 ROY BLVD, PO BOX 2020 LOW PROFILE : BRANTFORD, ON "' CANADA N3T SY6 EVAPORATOR PURCHASER : Ace Coolers SUBMITTED BY : William newpauer PROJECT : Argonaut DATE : 09 Sep 2016 ORDER # : 04225.33878.03091-E00 ITEM#: 4 QUOTE # : Q27GOWNA-E ID#: PURCHASER'S PO # : TAGGING: MODEL FEATURES • 3/8" Tubing coil construction (reduces • Spacious piping end compartment • Attractive and durable high density refrigerant operating charge) allows for easy assembly polyethylene fan guards • Factory installed solenoid valve wire • Hinged drain pan with central universal • 3 Pipe Hot Gas w/Electric Heater in harness drain connection (3/4" drain) Drainpan • Heavy gauge textured aluminum cabinet • Front access to spacious electrical and • High efficiency enhanced copper tube construction resists scratches/corrosion ·header compartments and aluminium fin coil design • High efficiency PSC fan motor with • Schrader connection on suction header • 4 FPI internal overload protection MODEL OPTIONS ( * = Shipped Loose ) .PRE-ASSEMBLED EVAP SENSOR + TRANSDUCER FOR EEV El Insulated Drain Pan El EEV Kit -Sporlan EEV + Kelvin II El for use with Emerson EEV *Liquid/ Suction Heat Exchanger EEV Kit -Emerson EEV + EX48 Other Brand -Specify in Notes LIQUID LINE SOLENOID VALVE DEFROST THERMOSTATS ELECTRONIC SH CONTROLLER El By Others Field Supplied El Fixed 2-Wire Termination Switch FOR EEV Dual Voltage Coil 120-230V Field Johnson A19 for Fan Delay § *Spo,lan KeMn II EEV Contcolle, Wl.-ed CABINET FINISH *Emerson EEV Controller D Nitrogen Charged and Sealed B Painted White *Other EEV Controller-Specify MFR _ ROOM THERMOSTATS Painted Black Model in Notes Mechanical EVAPORATOR PRISON PACKAGE -*Mechanical Stainless Steel -Sl;NSORS. FOR CPC I IO BOARDS El Tamper Proof Screws -*Johnson A19ABC ~ Coll Temp Senso, Export Crating *Johnson A419ABC-1C -Return Air Temp Sensor COIL COATING Ranco ETC-111000 El -Suction Pressure Transducer Heresite Coating -*Ranco ETC-111000 Dual Circuit ElectroFin Coating -Wire Fan Guards EXPANSION VALVE D FIN AND MATERIAL El Sporlan EEV Gold Coat Fins Emerson EEV HOT GAS OPTIONS @ *Bypass Check Valve . TXV + Bypass Check Valve VOLTAGE I SYSTEM REFRIGERANT I AIR FLQW I EVAP. TEMP BOX TEMP I CAPACITY 460/1/60 I R404A I 3810 CFM I •15.8 Of •5 Of I 20676 BTUH .FANS HEATERS CIRCUIT TOTAL QTY I POWER I FLA/FAN TYPE QTY AMPS AMPS WATTS MCAt MOP* 4 I 0.07HP I 0.4 1.6 400 1.7 15 DRAIN PAN HTRS 1.6 720 2 15 DISTRIBUTOR'! 7/8in I SOUND I -I REC CAPACITY I I APPROVALS SUCTION I 1 1/8in I WEIGHT I 134Ib I REF CHARGE I Sib I CE c@us NOTES: t MCA .. Minimum Circuit Ampacity, =I= MOP .. Maximum Overcurrent Protection e APPROVED BY : I DATE: Approval of this drawing signifies that the equipment is acceptable under the provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance by NATIONAL REFRIGERATION at its home office. PAGE 9 OF 10 -, e NATIONAL REFRIGERATION AND Order Item No: 4 AIR CONDITIONING CANADA CORP. TLP419VT-S4B ' 159 ROY BLVD, PO BOX 2020 BRANTFORD, ON LOW PROFILE TI,\ CANADA N3T SY6 EVAPORATOR ~ NATIONAL REFRIGERATION will furnish equipment in accordance with this drawing and specifications, and DATE : 09 Sep 2016 subject to its published warranty. Approval of this drawing signifies that the equipment is acceptable under the PURCHASER : Ace Coolers provision of the job specifications. Any change made hereon by any person whomsoever subject to acceptance PROJECT : Argonaut by NATIONAL REFRIGERATION at its home office. SUBMITTED BY : William newpauer Dimensioris shown are for standard unit less . options. DIMENSIONS DIMENSION A 78 1/4 in /; 438 SLOTS IN DIMENSION B 32 5/8 in MOUNllNG BRACKETS DIMENSION C 32 5/8 in - DIMENSION D ~ DIMENSION E 1!:? 7/8 Q NII.THROW DIMEN~ION F [403] ' APPROX:36' DIMENSION G O in DIMENSION H ~ IT :~ CONNECTIONS ', 3/8! ~ 7/8 in -3 J--3/4 MPT / 3/4 fl.ARE DISTRIBUTOR L5] [76) . DRAIN CONNECTION SUCTION i 1/8 in DRAIN 3/4 in 12 11 7/8-i-3 1/8 WATER ~o~ (302] [79) M IM DISCHARGE PAN LOOP HOT GAS SIDE PORT 5/8 in HOT GAS INLET A HOT GAS OUTLET f1Uf--OTHER REFRIGERATION C B /ELECTRICAL SHIPPING WEIGHT 134 lb COI\INECTIONS. --........_ ~ ~ CONNECTl0NS. --.,.-, I 1 / REFRIGERANT CHARGE 5 lb SUCTION &: LIQUID. .J j!2 RECEIVER CAPACITY (TOPVIEW) ~g ,.... .... Vl APPROVALS ~~ == -== ... ----CE c@us CD oQ I -Qo 1llJ I --' I -• 1uu1 --I I --I uu NOTES: PAGE 10 OF 10