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2841 LOKER AVE E; ; CBC2018-0577; Permit
• tèityof Carlsbad Commercial !ermit Print Date: 05/10/2019 Permit No: CBC2018-0577 Job Address: 2841 Loker Ave E Permit Type: BLDG-Commercial - Work Class: Tenant Improvement Status: Closed - Finaled Parcel No: 2090831300 Lot #: Applied: 10/19/2018 Valuation: $165,575.60 Reference #: Issued: 01/04/2019 Occupancy Group: Construction Type: Permit Finaled: # Dwelling Units: Bathrooms: Inspector: TFraz Bedrooms: One. Plan Check #: Final Plan Check 4*: Inspection: 5/10/2019 8:21:58AM Project Title: Description: ARGONAUT MANUFACTURING: 3,560 SF T.I. WITH PARKING LOT IMPROVEMENTS Owner: . Contractor: - RUTHS BOYS LP INNOVATIVE CONSTRUCTION SERVICES 15250 Ventura Blvd C/O Anthony Chanin, 5482 Complex St, Ste 110 1014 • San Diego, CA 92123-1118 SHERMAN OAKS, CA 91403 858-292-7088 BUILDING PERMIT FEE ($2000+) $860.30 BUILDING PLAN CHECK FEE (BLDG) $602.21 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE F Occupancies TI $628.00 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL . $55.00 PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL - . $86.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $7.00 STRONG MOTION-COMMERCIAL $46.36 Total Fees: $2,373.87 Total Payments To Date: $2,373.87 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov ITAE FCL(G APPROVALS REQUIRE PRIOR TO PERMIT ISSUANCE: OPLANNING DENGINEERING DBUU.DING DFIRE DHEALTH [:1 I Building Permit Application Plan Check No. '.C)Sfl Est. Value I 5'75. & (City of 1635 Faraday Ave., Carlsbad, CA 92008 Cd1sbad Ph: 760.602-2719 Fax: 760-602-8558 Plan Ck. Deposit email: building@carlsbadca.gov Date 10! I I c www.carlsbadca.gov JOB ADDRESS 2841 LOKER AVE EAST ISU1TE#/SPACE#,'UNIT# I II1PN I 209 - 083 13 - 00 r17PROJWT LaTe IPHASE AUSiNEsS NAME CONSTR. TYPE O. GRCOP I B,Map15568 I JOBEDROOMS J'Argonaut Manuf Services, Inc I V-B I F-I DESCRIPTION OF WORK include Square Feet of Affected Area(s) Tenant Improvement at 1st floor of a 2 story building. 3,560 sf total at area of work. Remodel existing (F-I Occupancy) Biotech Contract Manufacturing Facility tu/ Rvkin Lf &izryk_ EXISTING USE PROPOSED USE I GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE CONDITIONING IFIRESPRINKLERS Biotech Manuf'g Facility I same as existing I 0 0 I 0 I YESD Nc4 Ip.Jfl VESONoD I YESDNOrJ APPLICANT NAME' Primary Contact Trevor Kiat I'ROPERTY OWNER NAME Ruth's Boys, LP ADDRESS 5482 Complex Street ADDRESS 15250 Ventura Blvd do Anthony Chanin, 1014 CITY STATE ZIP San Diego CA 92121 CITY STATE ZIP SHERMAN OAKS CA 91403 PHONE 858-292-1088 FAX NIA PHONE 818-188-3322 IFAX I NIA EMAIL trevor(ics-sd.com EMAIL NNOWENNE chanintsonoc-re.com DESIGN PROFESSIONAL Beeler Consulting Architects CONTRACTOR BUS. NAME lnterated Construction Service. Inc. ADDRESS 1943 Friendship Drive Suite C ADDRESS 5482 Complex Street, Suite #110 CITY STATE ZIP El Caion CA 92020 CITY STATE ZIP San Dieqo CA 92123 PHONE 619-448-8006 FAX WA PHONE 858-292-7088 IFAX I WA EMAIL bbeeler(nethere.com EMAIL trevor(icssd.com I I STATE UC. I C-22610 STATE UC.# 894623 I CLASS IOtf I B&C-20F9z15.- BUS. UC.I I1-201 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permIt to construct, alter, Improve, demoilsa or repair any structure, prIor tO its issuance, eisa requires toe applicant for such permit to file a signed statement that he Is licensed pursuant to the provisions of the Contractor's License LawfCtiapter9, c0mmendlngw1th SectIon 7000 of DIvision 301 the Business and Professions Code) or rat Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 70315 by any applicant-for a permit subjects the applicant to a Ciull oennitv of not more than five hundred dollars ISSOOlL 'I.1 '' v• ..f.:: :;. .L'. Wcdiers' Compensation Declaration: lheiebyefflnn underpenallyofpe*tplsethhe kk&ftdeciaalions: I have and will maintain sce,tlficateo(conswvtto self-Insure for waters' compensation as presided by Section 37M of the Labor Code, for the perlormance ofthe work for which thIs permit lsissusd. / I live and will maintain waiters' compensation, as required by Sedan 3700 of the Labor Coda, for the performance edilch this permit Is Issued. My woiteis' compensation Insurance canter and palsy number are:InswavceCo. e Company of the Wed Polley Na W50503015703 Expbadon Bala 0610112019 I santon reed iretbecompleted if the permit IsforoIm hundredddlais ($100) or less. Ce,tlficateof Exemption: I ceiaty that io the performance of the WOIk for which this penniliband. I shall not employ any personlnany manner soas to become subject tothe Waters' Compensation Laws of CalIfornia. WARNING: Failure to secure wodiers' compensation coverage Is unlesM, and shell subject an w~ to criminal penalties and civil fines up to one hundred thousand dollars; ($100,000). In addition toths cost ofco Lpt, damages !!&wldsdforin 12,itnl and anarnelafees. ' CONTRACTOR Sn\\0 AGENT DATE ®O(@@() 4QtO(2)' . ...,.•' ,. : -'.. -. ..., lhesubyal5nnffiafiarn eawnpf Itvm Confrocfcvt Lft=Lawtheftdewingrwason: D I, as mw of tie propefly or my employees with wages as theIr sole compensation, will do the wait and the stnatnwic not Iritanded or offered for sale (Sec. 1044, Business and Ptofesslons Code: The Cantixtol's License Law does not apply to an owner of prepedy who builds orkaprones thereon, and who does such watt tinself or though 145 own employees, provated that such lnip,ovenwnte are not Intended or offered in sale. 0, however, the building or improvement is sold wift one year of campietion, the owner-builder will have the burden of pro*ig that hedid not build or Improve fertile purpose of sale). D I, as owner of the property, am exclusively contracting with Ilconsed cahiradore to COnSisUd the prclect (Sec. 7044, Buelness and Plofessions Code: The Contractor's License in does not apply loan owner of propelty who builds or btipioves thereon, and contracts for such prolectewlth actor(s) licensed puissant to Vie Contractor's Licence Law). 0 I an exempt under Section_BusIness and Pfdasskins Code for this reasoit 1.1 personally plan to provide the major labor and matedais for conslnictlonof the proposed property knproremest DYes Dio 11 Move lhave not) sIgned an application for abuilding pemift for the proposed wait 3.1 have contracted with the following person (film) to provide the proposed nstruclion (lnckjde name andressl phone V contractors' floense number): 4.1 plan to provide portions of the wont, toll have tied the folbelag person toexordinate, supervise and provIde the major work fundudename Iaddressl phone ICOnlraCtOrd Ikxersenumbor) 5. twIll provide sane of the wodi, but I have 1d (Mred) thefollowfng persons to provide the work Indicated(include name iaddressl phone !IypedwCd0 £PROPERTY OWNER SIGNATURE DAoEwr DATE 1 appom or Mute bulungo ant required to submit a business , ac*etybmadous matortabregbuaitonform orrbli manement a prevention progrem under Secitore 25505, 25533 or 25534 of the PNotey.Tanner Hazardous Substance Account Act? DYes Is the applicant or Mu bulidhigocerpant requiredtooblain a permit frorfItheapollutIon con akmaagememdbbIct? KXRS 13 No is the facifily to be suclededthln 1.00O feet ofme outer bmndaiyofa sow sIe? (3 yes d@i IF ANY OF THE ANSWERSARE YES, A FINALCERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNIISS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR P0 WJ11ON CONTROL DISTRICT. DUJt I hereby affirm that there IS construction lending agency forthe performance of the wcdc this permit is Issued (Sec 3097 (I) Civil Code). Lenders Name Lender's Address t)1; LIIi C1U JOCaI I '' * 1 / I hereby a be mpesmWmddwaIyofced to rupontheovemeflhiOned paperly thrkmpedicn purposes. I ALSOAGRE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UAS1IJTIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN NY WAY ACCRUE AGAINST SAID CITY CCI4SEQUENCE OF THEGRANTING(W ThIS PERMIT. OSHk An OSHA pennitlsre d*x epa tidem nor not ReS over 3sbios in heIt EXPIRATION: Every permit Issued by the Bullft Offidstuntheioneofth Code shst expre by lImitation and bsrmne null hudvoklithebuldngntaliobmdbysrdl pitmnwmnencodthIn 180desItom thedatacfthpemiftoritthebitaiherIWdbySJth Itis ndodor anytimeatrfteierkiouenced fare Pededot18OdaysPollan 106.4.4 Unilmn Bulidirg Code). &AppucANrs Slow= DATE i(e "to Permit Type: BLDG-Commercial Application Date: 10/19/2018 Owner: RUTHS BOYS LP Work Class: Tenant Improvement Issue Date: 01/04/2019 Subdivision: PARCEL MAP NO 15562 Status: Closed - Finaled Expiration Date: 11/06/2019 Address: 2841 LokerAvee Carlsbad, CA 92010-6626 lVR Number: 14748 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency BLDG-Final 091366-2019 Inspection Checklist Item Partial rough ducts and Pookie in restroom Yes and rooms along south, demising wall see plans Ml.1 5/9/19 Passed Tim Frazee COMMENTS Passed Complete BLDG-Building Deficiency - Yes BLDG-Plumbing Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Need to install a Breaker, three (3) GFCI Yes outlets on roof don't trip S May 10, 2019 Page 3of3 Permit Type: BLDG-Commercial - Application Date: 10/19/2018 Owner: RUTHS BOYS LP Work Class: Tenant Improvement Issue Date: 01/04/2019 Subdivision: PARCEL MAP NO 15562 Status: Closed - Finaled Expiration Date: 11/06/2019 Address: 2841 LokerAvee Carlsbad, CA 92010-6626 IVR Number: 14748 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Walls Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 0210712019 02/0712019 BLDG-17 Interior 083192-2019 Passed Andy Krogh Complete Lath/Drywall 0211112019 02/1112019 BLDG-12 Steel/Bond 083624.2019 Passed Andy Krogh Complete Beam BLDG-16 Insulation 083436-2019 Passed Andy Krogh Complete 0310612019 03/0612019 BLDG-23 085375.2019 Partial Pass Andy Krogh Reinspection Incomplete Gas/Test/RepaIrs Checklist Item COMMENTS Passed BLDG-Building Deficiency Start 24 hour test Yes BLDG-66 Grout 085463.2019 Passed Andy Krogh Complete 03/07/2019 03/07/2019 BLDG-23 085481-2019 Failed Andy Krogh Reinspection Complete Gas/TestiRepairs Checklist Item COMMENTS . Passed BLDG-Building Deficiency . Did not record overnight No BLDG-Building Deficiency Start 24 hour test Yes 03/08/2019 03/08/2019 BLDG-23 085571-2019 Passed Tim Frazee Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Start 24 hour test Yes Test complete 3/8/19 BLDG-Building Deficiency Did not record overnight te No 05/06/2019. 05/06/2019 BLDG-Fire Final 090598.2019 Passed Felix Salcedo Complete Checklist Item COMMENTS Passed FIRE- Building Final AS Final l Yes 05/07/2019 05/07/2019 BLDG-34 Rough 090983.2019 Passed Tim Frazee Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/10/2019 05/09/2019 BLDG-44 091365-2019 Passed Tim Frazee Incomplete Rough/Ducts/Dampe . rs May 10, 2019 . . -- . . Page 2of3 Permit Type: BLDG-Commercial Application Date: 10/19/2018 Owner: RUTHS BOYS LP Work Class: Tenant Improvement Issue Date: 01/04/2019 Subdivision: PARCEL MAP NO 15562 Status: Closed - Finaled Expiration Date: 11/06/2019 Address: 2841 LokerAvee Carlsbad, CA 92010-6626 lVR Number: 14748 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 01/1412019 01/1412019 BLDG-14 081299-2019 Partial Pass Andy Krogh Reinspection Incomplete Frame/Steel/Bolting! Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Storage room as noted on plans * Yes BLDG-21 081175.2019 Passed Andy Krogh Complete UndergroundlUnderf loor Plumbing BLDG-24 081300.2019 Passed Andy Krogh Complete Rough!Toout Checklist Item COMMENTS Passed BLDG-Building Deficiency Waste Yes 01/17/2019 01/17/2019 BLDG-17 Interior 081512-2019 Partial Pass Andy Krogh Reinspection Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Supply room Yes 01/24/2019 01/24/2019 BLDG-11 082035.2019 Failed Andy Krogh Reinspection Foundation/Ftg/Pier S (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Reber at walls and perimeter footings do No not match plans 01/29/2019 01/29/2019 BLDG-lI 082382.2019 Passed Andy Krogh Foundation/Ftg/Pier :LDG-85 (Rebar) 01/31/2019 01/31/2019 T-Bar, Ceiling Grids, Overhead Checklist Item COMMENTS - Passed BLDG-Building Deficiency Walls Yes BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No, Rough-Ducts-Dampers 02/05/2019 02/05/2019 BLDG-85 T-Bar, 083011.2019 Passed Andy Krogh Ceiling Grids, Overhead Incomplete Complete Complete Complete 082868-2019 Partial Pass Andy Krogh Reinspection Incomplete May 10, 2019 - Page 1 of 3 • I LI (City o SPECIAL INSPECTI f Development Services AGREEMENT ECEIVED Building Division 1635 Faraday Avenue Carlsbad B-45 760-602-2719 JAN 0 4 2019 www.carlsbadca.gov Cliv u In accordance with Chapter 17 of the California Building Code the follow rALj work being performed requires special inspection, structural observation and construction material testing. Project/Permit: OCZ Ø'OI1 ProjectAddress: t 106 AVE EA5T THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder 0. (If you checked as owner-builder you must also complete Section B of this agreement) I14N0VA1IV /ic(, tWG. Name: (Please print) (First) (M.L) (Last) Mailing Address: _S'49i12_CI'L..)('51'ILt4t'_A _'Z.23 Email- _itc.HM..D_.V-i$ - D_CO .41 Phone: 01502-12-_740 09 I am: OProperty Owner 'roperty Owner's Agent of Record DArchitect of Record DEngineer of Record State of California Registration Number _t'4. /A - 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 inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on ttw-approved 1poo'grid, )c _ asrequiredby the California Building Code. _____________________________ Date:_______________ CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor / builder I owner-builder. Contractors Company Name: I I4P4 OVA, 1i V _c4(t-U c_'flt1t4 Please check if you are Owner-Builder 0 Name: (Please print) gL4•i (First) (Mi.) (Last) Mailing Address:_Ot4?L.?'h __1110 CA 0VZ.t2 Email: _7'revo,' d. CO/'' Phone: 292 7-404 State of California Contractors License Number— 944'Z3 Expiration Date: O4/30/201 I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractors) organization to exercise such control. I will nmvidn a final rnnrt/letterin cemoliance with CBC Section 1704.1.2 onorto reauestinq final inspection. x /7L/29 19 845 Page 1 of 1 Rev. 08/11 EsGil A SAFEbuI1tCompany DATE: DEC. 269 2018 U APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0577 SET: II PROJECT ADDRESS: 2841 LOCKER AVENUE EAST PROJECT NAME: AMS - T.I. & ADDITION (PHASE II) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. E The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Bee AlIj\ Telephone #: 619-448-8006 Date contacted:1,," (by/ Email: bbeeler(nethere.com Mail Telephone Fax In Person REMARKS: The applicant to complete the Special Inspection Agreemetijthe building Department, as related to this project. By: ALl SADRE, S.E. Enclosures: EsGil 12/17 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil A SAFEbuilttompany DATE: OCT. 31, 2018 JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0577 SET: I PROJECT ADDRESS: 2841 LOCKER AVENUE EAST PROJECT NAME: AMS - T.I. & ADDITION (PHASE II) L4, APPLICANT JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and ,checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Beeler AlA Telephone #: 619-448-8006 Date cnnlla-cled: 1100 1133 / IC' (by-) Email: bbeelernethere.com I In Person REMAR By: ALl SADRE, S.E. Enclosures: EsGil 10/22 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2018-0577 OCT. 319 2018 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0577 PROJECT ADDRESS: 2841 LOCKER AVENUE EAST CONSTRUCTION = V-B; OCCUPANCY = B/Fl/SI; SPRINKLERS = YES; STORIES = ONE; OUTDOOR EQUIP. ENCLOSURE ADD. = 850-S.F.; EQUIP. PLATFORM ADD. = 144-S.F.; REMODEL = 3,560 DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 10/22 OCT. 31, 2018 REVIEWED BY: ALl SADRE, S.E. FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: I. 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 and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 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 only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. CARLSBAD CBC2018-0577 OCT. 319 2018 To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 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 on the plans. Have changes been made not resulting from this list? U Yes U No PLANS Please specify the height of the hardware on the door notes on Sheet A3.1. Sec. 11 B-404.2.7. STRUCTURAL Please show anchorage details & references on the plans for all the equipment in the yard, as per Sheet S-1 11. Please provide chain link details and references on the structural plans, as per Note #12, on Sheet A2.4. The City Policy requires that their Special Inspection Agreement Form be completed for this project. This Form is available at the building department. MISCELLANEOUS Please see attached for the P/M correction items. The jurisdiction has contracted with EsGil, 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 AL! SADRE, S.E. at EsGil. Thank you. CARLSBAD CBC2018-0577 OCT. 319 2018 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-0577 PREPARED BY: AL! SADRE, S.E. DATE: OCT. 31, 2018 BUILDING ADDRESS: 2841 LOCKER AVENUE EAST BUILDING OCCUPANCY: B/81/Fl; V-B/SPR. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) remodel 3560 equipment - 1000 enclosure equip. platfrom 144 addition Air Conditioning Fire Sprinklers TOTAL VALUE 165,575 Jurisdiction Code 1cb IBY Ordinance 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee V I I Type of Review: 21 Complete Review o Structural Only 0 Repetitive Fee 0 Other Repeats Hourly Hr. © * $524.8 EsGil Fee Comments: Sheet 1 of 1 CARLSBAD CBC2018-0577 OCT. 319 2018 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEW NUMBER: CBC 18-0577 SET I PLAN REVIEWER: Connor Reuss PLUMBING (2016 CALIFORNIA PLUMBING CODE) Detail how the floor drain trap seal is to be maintained. CPC 1007.0. Floors shall slope to the floor drain locations. Please detail on the architectural floor plans. CPC 418.5. Please show the size and termination location of the vents for the floor drains shown in the DP Wash Room on sheet P2.1. Please specify the condensate waste piping termination within the equipment room. Show what type of plumbing fixture the condensate will discharge into. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Outside and return air source locations are limited by CMC 311.3. Please review your roof design. DPEF-01 and DPEF-03 appear to be within 10' of the outside air inlet for DPAHU-03 & DPAHU-05. Specify compliance with CMC 603.4.1 for length limitations for factory made flexible air ducts (5') and use (not to be used for rigid elbows or fittings). Buildings of more than 15' in height shall have an inside means of access that meets the design requirements of CMC 304.3.1.1. Please provide City approval for use of an outside ladder is required. Roof access ladders require landings at no greatera separation of 18', measured from floor level. CMC 304.3.1.2. Please show the required 42" tall "Guards" (guard rails) or building parapets height where appliances, mechanical equipment, fans, roof hatch openings or other components that require service are located within 10' of a roof edge or open side of a walking surface. CBC 1015.6 & 1015.7. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. oOo~GSSI Structural Engineers Calculations for R10EEIV AMS Phase 2 OCT 19 IFO 2018 Tenant Improvement Carlsbad, CA : ? BCA 1943C Friendship Drive El Cajon, CA 92020 October 2018 CCO1-O5l7 i I, '- —k V 11 0 *A GSSI PROJECT Tj SHEET_______ GSSI NO._____________ Structural Engineers ENGR. DATE_______________ '1 15 L1C. Ft LIL °r-' is-c t v'1( V\ LftiDE 3lig 1 IC t&f Ii ClarkWestern Building Systems IllIllIllillI CWTech Support: (888) 437-3244 I I clarkwestem.com 2007 North American Specification ASD DATE: 1011312018 Lfl SECTION DESIGNATION: 362S162-43 (33] Single inout Prooertles: Web Height = 3.625 in Design Thickness = Top Flange = 1.625 in Inside Corner Radius = Bottom Flange = 1.625 in Yield Point, Fy = Stiffening Lip = 0.500 in Fy With Cold-Work, Fya = Punchout Width = 1.500 in Punchout Length = Ceiling Solver Design Data - Simple Span Joist Span 9.00 ft Deflection Limit L/240 Joist Spacing 24.0 in Dead Load = 10.0 psf DL Multiplied by 1.00 for Strength Checks Live Load = 20.0 psf LL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: Full Mmax = 608 Ft-Lb <= Ma = 612 Ft-Lb & Ma(distortional) = 635 Ft-Lb K-phi for Distortional Buckling = 0 lbinlin Check Deflection Deflection Limit: L/240 Maximum Deflection = 0.423 in Deflection Ratio = L/255 Check Shear Vmax = 270 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1739 lb >= Vmax Check Web Crippling Rmax = 270 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 277 lb >= Rmax, stiffeners not required 0.0451 In 0.0712 in 33.0 ksi 33.0 ksi 4.000 in ClarkWestern Building Systems IllIllIllillI CW Tech Support: (888) 437-3244 I I - clarkwestern.com 2007 North American Specification ASD DATE: 1011312018 SECTION DESIGNATION: 600S162-54 1501 Single Inout Properties: Web Height = 6.000 in Design Thickness = Top Flange = 1.625 in Inside Corner Radius = Bottom Flange = 1.625 in Yield Point, Fy = Stiffening Lip = 0.500 in Fy With Cold-Work, Fya = Punchout Width = 1.500 in Punchout Length = Ceiling Solver Design Data - Simple Span Joist Span 13.00 ft Deflection Limit L/240 Joist Spacing 24.0 in Dead Load = 10.0 psf DL Multiplied by 1.00 for Strength Checks Live Load = 20.0 psf LL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: Full Mmax = 1268 Ft-Lb <= Ma = 2527 Ft-Lb & Ma(distortional) = 2158 Ft-Lb K-phi for Distortional Buckling = 0 lb*in/in 0.0566 in 0.0849 in 50.0 ksi 55.3 ksi 4.000 in Check Deflection Deflection Limit: L1240 Maximum Deflection = 0.457 in Deflection Ratio = L1341 Check Shear Vmax = 390 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 2823 lb >= Vmax Check Web Crippling Rmax = 390 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 599 lb >= Rmax, stiffeners not required '1 C1111111111 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1011312018 SECTION DESIGNATION: 800S162-54 [50] Single Inout ProDerties: Web Height = 8.000 in Design Thickness = Top Flange = 1.625 in Inside Corner Radius = Bottom Flange = 1.625 in Yield Point, Fy = Stiffening Lip = 0.500 in Fy With Cold-Work, Fya = Punchout Width = 1.500 in Punchout Length = Ceiling Solver Design Data. Simple Span Joist Span 16.00 ft Deflection Limit L/240 Joist Spacing 24.0 in Dead Load = 10.0 psf DL Multiplied by 1.00 for Strength Checks Live Load = 20.0 psf LL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: Full Mmax = 1920 Ft-Lb <= Ma = 3066 Ft-Lb & Ma(distortional) = 2734 Ft-Lb K-phi for Distortional Buckling = 0 lb*inhin Check Deflection Deflection Limit: LI240 Maximum Deflection = 0.532 in Deflection Ratio = LI361 Check Shear Vmax = 480 lb (including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 2091 lb >= Vmax Check Web Crippling Rmax = 480 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Re = 575 lb >= Rmax, stiffeners not required 0.0566 in 0.0849 in 50.0 ksl 50.0 ksi 4.000 in / C1111111111 ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification ASD DATE: 1011312018 SECTION DESIGNATION: 1000S200-54 [50] Single Inout Prooertles: Web Height 10.000 in Design Thickness = Top Flange = 2.000 in Inside Corner Radius = Bottom Flange = 2.000 in Yield Point, Fy = Stiffening Lip = 0.625 in Fy With Cold-Work, Fya = Punchout Width = 1.500 in Punchout Length = Ceiling Solver Design Data - Simple Span Joist Span 22.00 ft Deflection Limit L1240 Joist Spacing 24.0 in Dead Load = 10.0 psf DL Multiplied by 1.00 for Strength Checks Live Load = 20.0 psf LL Multiplied by 1.00 for Strength Checks Check Flexure Flexural Bracing: Full Mmax = 3630 Ft-Lb <= Ma = 4254 Ft-Lb & Ma(distortional) = 3885 Ft-Lb K-phi for Distortional Buckling = 0 Ibm/in 0.0566 in 0.0849 in 50.0 ksi 50.0 ksi 4.000 in Check Deflection Deflection Limit: 11240 Maximum Deflection = 0.990 in Deflection Ratio = L/267 Check Shear Vmax = 660 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 1661 lb >= Vmax Check Web Crippling Rmax = 660 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 553 lb < Rmax, STIFFENERS REQUIRED CIIIIIIIIII ClarkWestern Building Systems CW Tech Support: (888) 437-3244 clarkwestern.com 2007 North American Specification MD DATE: 10113/2018 SECTION DESIGNATION: 362S137-43 133] (2) Boxed Input Properties: Web Height = 3.625 in Design Thickness = 0.0451 in Top Flange = 1.375 in Inside Corner Radius = 0.0712 in Bottom Flange = 1.375 in Yield Point, Fy = 33.0 ksi Stiffening Lip = 0.375 in Fy With Cold-Work, Fya = 33.0 ksl Punchout Width = 1.500 in Punchout Length = 4.000 in Header/Beam Solver Design Data - Simple Span Header/Beam Span 4.00 ft Deflection Limit LJ240 Dead Load = 140.0 lb/ft DL Multiplied by 1.00 for Strength Checks Live Load = 280.0 lb/ft LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb= 1.14 lyy (Box) = 0.726 inA4 J (Box) = 1.346 mM Lu = 1033.6 in Mmax = 840 Ft-Lb <= Ma = 1054 Ft-Lb Check Deflection Deflection Limit: 1/240 Maximum Deflection = 0.067 in Deflection Ratio = 1/721 Check Shear Vmax = 840 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 3478 lb >= Vmax Check Web Crippling Rmax = 840 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 553 lb < Rmax, STIFFENERS REQUIRED I I ClarkWestern Building Systems 1111111111 CWTech Support: (888) 437-3244 I I clarkwestern.com 2007 North American Specification ASD DATE: 1011312018 SECTION DESIGNATION: 600S162-43 [33] (2) Boxed Innut Pronedles: Web Height = 6.000 in Design Thickness = 0.0451 in Top Flange = 1.625 in Inside Corner Radius = 0.0712 in Bottom Flange = 1.625 in Yield Point, Fy = 33.0 ksi Stiffening Lip = 0.500 in Fy With Cold-Work, Fya = 36.3 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in Header/Beam Solver Design Data - Simple Span Header/Beam Span 7.00 ft Deflection Limit L/240 Dead Load = 140.0 lb/ft DL Multiplied by 1.00 for Strength Checks Live Load = 280.0 lb/ft LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb= 1.14 1w (Box) = 1.608 inA4 J (Box) = 3.587 mM Lu = 1106.0 in Mmax = 2573 Ft-Lb <= Ma = 2780 Ft-Lb Check Deflection Deflection Limit: L/240 Maximum Deflection = 0.166 in Deflection Ratio = L/506 Check Shear Vmax = 1470 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 2831 lb >= Vmax Check Web Crippling Rmax = 1470 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Ra = 518 lb < Rmax, STIFFENERS REQUIRED I I ClarkWestern Building Systems I liii lull CW Tech Support: (888) 437-3244 I I clarkwestern.com 2007 North American Specification ASD DATE: 1011312018 SECTION DESIGNATION: 800S137-54 (50] (2) Boxed Inout Prooertles: Web Height = 8.000 in Design Thickness = 0.0566 in Top Flange = 1.375 in Inside Corner Radius = 0.0849 in Bottom Flange = 1.375 in Yield Point, Fy = 50.0 ksi Stiffening Lip = 0.375 in Fy With Cold-Work, Fya = 50.0 ksi Punchout Width = 1.500 in Punchout Length = 4.000 in Header/Beam Solver Design Data - Simple Span Header/Beam Span 10.00 ft Deflection Limit L/240 Dead Load = 140.0 lb/ft DL Multiplied by 1.00 for Strength Checks Live Load = 280.0 lb/ft LL Multiplied by 1.00 for Strength Checks Check Flexure Input Flexural Bracing: None Cb= 1.14 IW (Box) = 1.795 mM J (Box) = 4.871 1nA4 Lu=543.1 in Mmax = 5250 Ft-Lb <= Ma = 5404 Ft-Lb Check Deflection Deflection Limit: L/240 Maximum Deflection = 0.319 in Deflection Ratio = L/376 Check Shear Vmax = 2100 lb (Including Flexural Load Multiplier) Shear capacity not reduced for punchouts near ends of member Va = 4183 lb >= Vmax Check Web Crippling Rmax = 2100 lb (Including Flexural Load Multiplier) Web Crippling capacity not reduced for punchouts near ends of member End Bearing Length = 1.00 in Re = 1149 lb < Rmax, STIFFENERS REQUIRED Q II. P1. WN OGSSI PROJECT Structural Engineers ENGR. wv cb1 -- cj g"Js flS4b.I.gl? tf v 1., " 5401 y10 -,* Lb Ar t4.l( SJPp( I4jQt ,zvçv vr " (1's \o) ' W 1~ (/z, 'I AIR SEPERATOR SCHEDULE EXPANSION TANK SCHEDULE th4:r rtrw PUMP SCHEDULE ISIS SIC IC wnw _ - 55 115 - St _ _ - , _ flown. ta d SS 505011555 AIR COOLED CHILLER SCHEDULE - ; _1'Tfr1dFt: HEATING HOT WATER BOILER = -1 eDl z. 9ta — so ., - 1• si - SUa Pa n.s.a cit... waS, Is SCHEDULEAIR HANDLING UNIT 1 r " - —U 1 —E -o- ____ fl - nleialclscilan in. cci in, hISS ci sm,ci.0 saS.sasn.S,ac.aci,S.4 S USS 1550505ISa STEAM BOILER SCHEDULE ma T - CONDENSATE RECEIVER TANK SCHEDULE -I" ION , COOLING COIL SCHEDULE : : EXHAUST FAN SCHEDULE ii. nI4W• I I SC P.41 555 5_ci p - su.tn. ciii... .. is lift sPa 515 51 3 p - .. .4- - PD • - RECIRCULATION FAN SCHEDULE .v'. = - ;• 'Lr - = J_s_.i sta , - .,p, - GO , IF"-"-' ii IS I 55 ci (X) wUiS.,_Iss1w so.. .s,ci. flwsd mflOdlflst.e.IflhIn. DESICCANT DEHUMIDIFIER SCHEDULE (NATURAL GAS) 5 - -- S IS *51 'S P IS 11 SI It III SI SI I US 0 .D..., 555 iISIIflSflI 550 SlUgS a 0 - IS SIUSC Sla.s h. Sea-I BOILER FEOWATER PUMP SCHEDULE SLOWDOWN TANK SCHEDULE Io .5 AIR COMPRESSOR SCHEDULE '- - • C. . = .. -'- n_Jw a . a Cci.. • COMPRESSED AIR DRYER SCHEDULE RECIVER TANK SCHEDULE :: LS PaS.UC.SP.0 AIR DISTRIBUTION DEVICE SCHEDULE = _• - 5553 tfl SI USS — II' S.. isci 55 5150 CHILLER BUFFER TANK SCHEDULE SUMP PUMP 5I5 55. s.i; 4_CS 50 : I SIC _,_l.1!i hi:i:iI I frlThl AMS PHASE 2 IWRER P1II C6NELLTO4& Aft 1rTET5 MIAC.TIRINS ARD TENANT IvRovNr WI L .- I W41 I AVE ________________________ ;O.2 I 130 ?RRW1P IAE JTE U. 6A M ,WO ___________________________________ I =- I LDP. .A 2OIQ Sheet 10 GSS1 Project: Argonaut GSSI No. Structural Engineers Engr: BS Date 10/13/2018. Anchorage of Mechanical Equipment on the roof Desian Parameters SDS = 0.75 spectral acceleration, short period Strength Design: .9D +1.0E l, = 1.00 importance factor Allow. Stress Design: .6D + I .0EJ1.4 a = 2.5 component ampflicauon factor SD or ASD? = Allow. Stress Design R = 6.0 Component response mod. factor Z = 20 ft. (ht. In structure of point of attachment), z=0 @ grade h = 20 ft. (avg. roof ht.) zlh= 1.0 F = .4*ap*Sos.Wp*(1+2*z/h)I(R,Jlp), (13.3-1) F = 0.27 W, OTM = Fp*unit height/2 F(max) = 1.6*Sos*I*Wp, (13.3-2) Fp(max) = 0.86 W,, RM=(.6Fv)*Wt*unit width/2 F(min) = 0.3*Sos*Ip*Wp, (13.3-3) F(min) = 0.16 W F= .14*SdsllVp, (12.4.2.3) F= 0.11 W,, Units Size, inches Curb ht, in. weight, lbs Fp, lbs Fv, lbs OTM, ft-lbs RM, ft-lbs Uplift (T), lbs Angle g width length height AH3 58 91 57 14 1.150 308 121 1.091 1.376 No uplift 0 AH4 54 67 41 14 800 214 84 616 891 No uplift 0 #VALUEI #VALUEI #VALUEI #VALUEI #VALUE! _____ #VALUEI #VALUEI #VALUEI #VALUEI #VALUEI :::::::::ll #VALUEI #VALUEI #VALUEI #VALUEI #VALUE! i7.l12II #VALUEI #VALUEI #VALLJE! #VALUEI #VALUEI Screw Table VaIl, lbs Tall. lbs *Tall = thread length x W 1/4" dia. x 3 112" SDS screws 250 345 5116" dla.x 4" lag screws 190 532 3 1/2" embedment (T-E= 2 5/16", 266 ph) 3/8" dia. x 5" lag screws 200 839 4 1/2" embedment (T-E= 2 3/4", 305 ph) 1#10 sms 1 177 1 84 1/8" weld x 1" 1 1850 1 1850 JWeld curb to steel deck Unit anchors per side Screw Type and Length spacing, inches ano,s anchor. lbs Resultant,Za1.60, Remarks %.cap- AH3 2 910 sms 79 77 0 77 177 283 Okay 27% AH4 2 #10 sms 55 54 0 54 177 283 Okay 19% 4 #10 sms #VALUE! tIIJ::ll::ll::::#NNNM ::::!llwll::!##N###M N#NNNNNN 010".6" 4 #10 sms #VALUEI #####NOW ::ll:uiini ####NOM ####NNW ####M 4M## 4 #10 sms #VALUEI ###WWW 4 #10 sms #VALUEI :::::::::::rn i:uii::uim :::::::::::lli! ,n::::u:::,:i. :n::::uirni ##NNM ###nr Anchorage of Mechanical Equipment - sms screws.xlsx - - I;- ..-....•- - - ....e r 5( .8 91.0 Notes: (1) Recommended location lbr optional field cut side power connection. Product Drawing Unit Tag: OP All U-05 Sales Office: Norman S. Wright-Climatec Mechl V Product: Project Name: AMS Phase 2 Manufacturing Sales Engineer: 13600 Industrial Park Blvd. Minneapolis, MN 55441 www.oaikinApplied.com Software Version: 06.90 Model: DAHA09A Sept. 27.2018 1 Ver/Rev: Sheet: 1 of 1 Scale: N15 I Tolerance: ./-0.25 Dwg Units: in Immi No change to this drawing may be made unless approved In writing by Daikin Applied. Purchaser must.determine that the equipment is fit and sufficient for the job specifications. Drawings(2) for DP AHU-05 tie 42.8 29.9 POWER ENTRY 3 9 4 9 5 .3 4.4 --X 11.8 516 5.1 112.9- 5.3 DRAIN 39.3 - HEIGHT 6.6 55.5 59.4 HOT WATER ENTRY 79.6 86.5 91.0 PLAN VIEW - OPENINGS & OVERALL Product Drawing I Unit Tag: DP AHU-OS I VDAIKIN Product: I Project Name: AMS Phase 2 Manufacturing I I 13600 Industrial Park Blvd. Minneapolis, MN 55441 Model: OAHA09A I Sales Office: Norman S. Wright-Climatec Mechi www.DalklnApplied.com Software Version: 06.90 Sales Engineer: Sept. 27, 2018 1 Ver/Rev: I Sheet loll Scale: NTS I Tolerance: .I.0.25 I owg Units: In (mm) No change to this drawing may be made unless approved In writing by Dalian Applied. Purchaser must determine that the equipment is fit and sufficient for the Job specifications. Job Number: NNBML3 Page Prepared Date: 9/27/2018 Job Name: AMS Phase 2 Manufacturing 7 of 8 www.DaikinApplied.com Q I >2 DIW vi to 0I C C 60 Notes: (1) Recommended location lbr optional field cut side power connection. I Product Drawing I Unit Tag: DP AHU-01 I Sales Office: Norman S. Wright-Climatec Mechl I 'DAIKIrJ I I Product: I Project Name: AMS Phase 2 Manufacturing I Sales Engineer: I I 13600 Industrial Park Blvd. Minneapolis, MN 55441 I I Model: DAHAOSA Oct. 03, 2018 Ver/Rev Sheet: 1 of 1 Scale: NTS I Tolerance: +1- 0.25 Dwg Units: in Immi I w.pailciMpp!ied.cam Software Version: 06.90l No change to this drawing may be made unless approved in writing by Daikin Applied. Purchaser must determine that the equipment is fit and sufficient for the job specifications. I >2 19 Ip I- a. r.J 300 5.0 --27.9- 62.4 -58.6 _____ HOT WATER ENTRY N POWER ENTR 89 Y\J - .q I C 5:.9 5H9 41.3 C 8 3E.7 7 3.4 .0 X1 0 11 5.3 - _-- --__ 5.0 --8.91 DRAIN 32.4 - HEIGHT 6.6 57.0 62.9 67.0 84.5 PLAN VIEW - OPENINGS & OVERALL I Product Drawing I Unit Tag: DP AHU-01 Sales Office: Norman S. Wright-Climatec Mechl I r'DAIKIPI I 13600 Industrial Park Blvd. Minneapolis, MN 55441 www.OsikinApplied.com Software Version: 06.90 Product: I Project Name: AMS Phase 2 Manufacturing I Sales Engineer: Model: DAHAOSA Oct. 03, 2018 1 Ver/Rev: I Sheet: 1 of 1 Scale: NTS I Tolerance: +1-0.25" 1 Dwg Units: in Immi No change to this drawing may be made unless approved In writing by Daikin Applied. Purchaser must determine that the equipment is fit and sufficient for the job specifications. V W. WGSS1 Project: -Argonaut Structural Engineers Engr: -BS Sheet GSSI No. -. Date 10/13/2018 Overturning of Mechanical Equipment 4D Irc- Design Parameters a = 1.0 component ampffication factor 910 per ASCE 7-10 2.50 SOS = 0.75 spectral acceleration, short period Strength Design: .9D +1.0E l = 1.00 importance factor Allow. Stress Design: .9D + 1.0EII.4 RP = 2.5 Component response mod. factor SD or ASD? = Strength Design Slab on grade? Yes Z = 0 ft. (ht in structure of point of attachment). z0 @ grade h = 0 ft. (avg. roof ht.) z/h= 0.0 F = .4*ap*Sos.Wp*(1 +2*z/h)/(R.Jl), (13.3-1) F = 0.12 WP F(max) = I .6*SDs*lp*Wp, (13.3-2) F(max) = 1.20 W, F(mln) = 0.3S0sl1N, (13.3-3) F(mIn) = 0.23 WP F = .2SDSWp, (12.4.2.3) F = 0.15 W OTM = Fpunit height/2 RM = (.9Fv)*Wt*unit width/2 Floor/Slab/Footina Loads Unit Size, feet _____ weight, lbs Fp Fv OTM ft-lbs RM ft-lbs Uplift lbs width length height BI 2.50 2.00 6.8 800 180 120 612 750 - ACI 3.00 6.50 6.7 3,482 783 522 2,625 3,917 - ADI 2.70 2.00 7.0 700 158 105 551 709 - BDTI 1.30 1.30 6.3 960 216 144 6801 468 - BTI 2.50 2.50 6.5 3,300 743 495 2,413 3,094 - ARI 2.00 2.00 7.0 500 113 75 394 375 - CHI 7.50 11.00 8.3 10,140 2,282 1,521 9,468 28,519 - SB 3.60 2.60 8.1 2,430 547 365 2,214 3,281 - Anchoraae Loads Increased as Reauired for ACI ADDendix D Single Anchor Loading with no No. Anchors OTM x Clo V X Go Uplift Tmex VM9 User Anchorage Notes Unit Tc,t Vt0t ft-lbs lbs lbs lbs lbs BI 1 2 1,530 450 312 312 225 ACI 2 4 6,561 1,959 881 441 490 ADI 1 2 1,378 394 248 248 197 BDTI 1 2 1,701 540 948 948 270 BTI 1 2 6,033 1,856 1176 1,176 928 ARI 1 2 984 281 305 305 141 CHI 2 4 23,671 5,7041 No OT - 1,426 SB 2 4 5,536 1.3671 626 3131 342 2013 CBC Overturning of Mechanical Equipment Ortho asce ch 13 at grade.xlsx FGSSI Structural Engineers Project: -Argonaut Engr: -BS Sheet GSSl No. -. Date 10/13/2018 LRFD Hilti KB-TZ Seismic Anchorage Values 3000 psi-Cracked Concrete Design Normal Weight Concrete lambda--1.0 Normal Weight Concrete lam bda=1 .0 Lightweight Concrete lambda--0.8 Anchor Type Min Conc (in) Edge Dist (in) Tm (Ibs) V. (Ibs) Is" KB-T; wl 2" embed 'Ii" KB-TZwI2"embed I" KB-TZ wl 3.25" embed KB-TZ WI 4" embed 3ju KB-TZ wl 4.75" embed 4 in 4.00 in 1212 lbs 1466 lbs 4 in 5.50 in 1284 lbs 1844 lbs 6 in 7.50 In 2625 lbs 3572 lbs 6 in 8.75 in 3631 lbs 4940 lbs 8 in 9.00 in 4699 lbs 7934 lbs Note 1: For KB-TZ in concrete filled metal deck min conc thickness is 3.25-Values do not change for 2" Embed Unit Anchor Type T V T% V% T%1+V%' - BI 1/2" KB-TZ wl 2" embed 312 lbs 225 lbs 24% 12% 0.12 OK ACI 1/2" KB-TZ wl 3.25" embed 441 lbs 490 lbs 17% 14% 0.09 OK ADI 1/2" KB-TZ w/ 2" embed 248 lbs 197 lbs 19% 11% 0.09 OK BDTI 1/2" KB-TZ w/ 2" embed 948 lbs 270 lbs 74% 15% 064 OK BTI 1/2" KB-TZ wl 3.25" embed 1176 lbs 928 lbs 45% 26% 0.37 OK ARI 1/2" KB-TZ wt 2" embed 305 lbs 141 lbs 24% 8% 0.10 OK CHI 5/8" KB-TZw/4" embed 01bs 1426 lbs 0% 29% 0.13 OK SB 1/2" KB-TZ wl 2" embed I 313lbsi 342 lbs 24% 1 19% 0.16 OK 2013 CBC Overturning of Mechanical Equipment Ortho asce ch 13 at grade.xlsx - Ratings shown are for elevations up to 2,000 feet For installations at elevations above 4,500 feet, please consult the factory for additional instructions. - For direct vent applications, please contact the factory about relocating the pump. MVB®— Type H 01 ktr Models 503A-2003A Model OPTIONAL PUMP F!1 n"T - FLUE CONNECTION CLEARANCE Certified Recomm. Minimum Service Front 24" 24" Rear 12" 24" Right 1' 1" Left 1" 1" Top 0" 10" Floor 0" 0" Vent 1" 1" 0.5 2 TOP VIEW 3 - GAS CONNECTION H WATER OUTLET LOW VOLTAGE CONDUIT CONNECTIONS DRILL LOCATION (BY OTHERS) E IF -0 N COMBUSTION AIR - POWER CONNECTIONS - WATER INLET I "—PRESSURE RELIEF VALVE p D OK FLUE CONNECTOR I— L—( FRONT VIEW REAR VIEW Model (H7-) MBTUH _____ - Dime flSl0I!!.(In.) Height D E F NPT NPT K Flue L M N CIA P R V , Output 503A 0 500 431 43 30-314 35 23-314 1 2 6 13-314 14-114 6 36-3/4 8-1/4 1-314 753A 0 750 647 49 36.3/4 40.314 29-1/2 1 2 6 13-1/2 14-1/4 6 42-1/2 8-1/4 1-314 1003A D 999 861 55 42-3/4 46.314 35-1/2 1-114 2-1/2 6 13-1/2 14-1/4 6 48-1/2 8-1/4 1-3/4 1253A 0 1250 1078 61 48-3/4 53 41-3/4 1-1/4 2-1/2 8 13-3/4 17-1/4 8 54-3/4 8-1/4 1-314 1503A 0 1500 1293 67 54-314 58-3/4 47-1/2 1-1/4 2-112 8 13-3/4 17-1/4 8 60-1/2 8-1/4 1-3/4 1753A 0 1750 1508 7 61 65-1/4 53-314 2 2.112 8 13-112 17-1/4 8 68-1/2 9-1/2 5 03A 0 1999 1723 1 66-3/4 71-1/4 59-112 2 2-1/2 8 13-3/4 17-1/4 8 74 9-1/2 5 PUMP HP.Amps* Model (117-) Water Hardness 0 Soft 0 Medium IJ Hard 503A 0 1/4-6 1/4-6 314-11 753A 0 1/4-6 1/2-7 3/4-11 1003A0 1/4-6 1/2-7 _1-14 1253A0 1/2-7 1-14 1-14 1503A0 1 3/4-11 1 1-14 1_1-14 1753A0 1 1-14 1 1-1/2-15 1 1-1/2-15 2003A0 1 1-14 1 1-1/2-15 1 1-1/2-15 *Current Draw is for Pump Only Catalog No.: 2000.362G Effective: 10-01-15 Replaces: 05-15-15 LEFT —I, Rant GENERAL ARRANGEMENT AIR COOLED (3745KW - Oil. FREE) ha) ta, Ia) ThtSt VIWS AKE SHOWN FOR REFERENCE ONLY I 7 I 6 NOTES: WEIGHT (APPROXIMATE): 1579 KG (3482 LOS) COOLING AIR FLOW 154 M3IMIN (6500 CR4) PIPE CONDENSATE DRAIN LINES SEPARATELY TO AN OPEN DRAIN DUE TO DIFFERENCES IN DRAIN PRESSURES. READ OPERATIONS MANUAL AND CHECK LOCAL REGULATIONS. LUBE OH. FILL QUANTITY: 53 LITRES (14 US GALLONS) RECOMMENDED CLEARANCE ON THREE SIDES 916 MM (36 INCHES) SIDE WITH ELECTRICAL BOX 1067 MM (42 INCHES) OR MINIMUM AS REQUIRED BY LATEST NATIONAL ELECTRICAL CODE OR APPLICABLE LOCAL CODES. 6 EXTERNAL PIPING SHOULD NOT EXERT ANY UNRESOLVED MOMENTS OR FORCES ON UNIT. USE PIPE OF EQUAL OR GREATER SIZE AT DISCHARGE LOCATION OF UNIT. 7. THERE SHOULD BE NO PLASTIC OR PVC PIPING ATTACHED TO THIS UNIT OR USED FOR ANY LINES DOWNSTREAM. B. REMOVE THE THREE (3) ISOLATION MOUNT RESTRAINTS BEFORE THE INITIAL START. THE RESTRAINTS CAN BE DISCARDED. FIELD INSTALLED DUCTING TO AND FROM COMPRESSOR CANNOT ADD MORE THAN 12MM (.50 INCH) OF WATER TOTAL AIR RESISTANCE. GEAR BOX BREATHER MUST HE PIPED EXTERNAL. UNIT HAS AN INTERNAL DISCHARGE CHECK VALVE. EXTERNAL CHECK VALVE NOT REQUIRED. ISOLATION VALVE REQUIRED WITHIN 915 MM (36 INCHES) OF THE COMPRESSOR DISCHARGE. COMPRESSOR SHOULD BE BOLTED TO THE FLOOR WITH FOUR M12 (112 INCH) BOLTS USING HOLES SHOWN ON SHEET 3. SEAL BASE TO FLOOR WITH CORK OR RUBBER. DO NOT PIPE INTO A COMMON HEADER WITH A RECIPROCATING COMPRESSOR. UNLESS RECIP COMPRESSOR UTILIZES A DISCHARGE PULSATION DAMPENER. Q5 DENOTES CENTER OF GRAVITY. SIZING OF ELECTRICAL COMPONENTS NOT SUPPLIED BY INGERSOLL.RAND IS THE RESPONSIBILITY OF THE CUSTOMER AND SHOULD BE DONE IN ACCORDANCE WITH THE INFORMATION ON THE COMPRESSOR DATA PLATE. NATIONAL AND LOCAl. ELECTRIC CODES. A063MM (2.5 INCHES) ELECTRICAL POWER INLET CONNECTION HOLE IS PROVIDED IN SIDE OF ELECTRICAL BOX AS INDICATED. SIZE AND POSITIONING CAN BE CHANGED BY CUSTOI IN ACCORDANCE WITH NOTE 14. WHEN INSTALLED INDOORS IN A CONFINED SPACE. THE COOLING AIR INLET OR EXHAUST MUST BE DUCTED AWAY FROM UNIT TO PREVENT RECIRCULATION OF HOT EXHAUST AIR. THE 650-575 VOLT OPTION REQUIRES AN EXTERNALLY MOUNTED TRANSFORMER. THE TRANSFORMER GENERAL ARRANGEMENT IS I-R PART NUMBER 22585103. RIGHT CONNECTIONS ALL 60 HZ CONNECTIONS ARE MAT ALL 50 Hz CONNECTIONS ARE BSPT DISCHARGE AIR: I.5 INCH (FEMALE) ELECTRICAL INLET: 0 63M (2.5 INCHES) INTERCOOLER CONDENSATE DRAIN: .38 INCH (FEMALE) SEE NOTE 3 INTERCOOI.ER CONDENSATE MANUAL DRAIN: .25 INCH (FEMALE) SEE NOTE 3 S. AFTERCOOLER CONDENSATE DRAIN: .38 INCH (FEMALE) SEE NOTE 3 F. AFTERCOOLER CONDENSATE MANUAL DRAIN: .25 INCH (FEMALE) SEE NOTE 3 C. GEARCASE BREATHER: 1 INCH (FEMALE) .50 HZ SEE NOTE 9 FOR 50 HZ SHIP LOOSE K SEAL VENT OPENINGS. DO NOT PLUG. PACKAGE AIR INLET PACKAGE AIR EXHAUST c:i L*A2C1 a I 1. 4 2 1 1 ISP SPECIFIED -- 2 1 - 7 I 6 I 5 v 4 I 3 II 4x60.0-J I 12.41 I 4X 200.0 11.91 564.9 2X750.0 122.21 129.51 6 6 5 4 UNLESS OTHERWISE SPECIFIED PRINTED DOCUMENT I) .4 ONLY) fRFLW J SEE NOT iI S S S . . (i I 2 1 DO L 4X 5.0 (.20J 134.6 5.31 c ~ 1. a 4 3 2 I rLftcf lf.NX ttUL LI-,. Ii ,-Q.c JlLfILCt eLLzL,,rru.f'u—.. UT IV rLtt 4-- -TIA .110; IM AJI,I L 14 III It1t, I .I5N j L&LI A . . .I WLbs,if. fWt,I. 'f±L.!....____ 'tfLII..f LTT)I. tI'I ILL 'K'ô IJ.CtflI, flI '1 f .....,, '. IItL '4 .nr " 'S £ ..LtIahIvI.(ncgugrflI, ft *TISIM r.ATICJJ,.toff Isfrq tuft,,. •• LV it. ;rorr fl' - kjulh LtILjIP.,I(!Wh1,VLo.!*I.aW.I*t!f,, t141 O'IIQ. -------_ •IIfllIS ..y.n,a.p, ISSIN'.( HOD. Oil _______________________________ utNERAL ARRANGEJIENI DIM S'4f9. Oil I F fotol I £LIJ I . .., . — IlI AI'O Io,I,a.bnIwuc;sur.IO,a £UC'LSWt.. og,m.,or........... i..,;,. .....nn..I,flu lflflI'4lO• -. &lillijtoltl* OZ4tXI IC?II(.CLIII,'fI WME.-.— Im4 hJ!4S 1.PFFLIO ff111 Ill-LI *DIIIOIILACI' A PII' £ILf..& - £0" W1tIIo.0f?.. 47597093 I c,'?.0I 4t,LE fllfll t.I4flhI £1111011.! •IWll!lII011iZll I.LL&ICTIIWEI4(D I .'!JISV I i Il_ti 6 7 I 6 I 5 4 I 3 I 2 1 I ci (fl O.D.TANIC Blowdown (Blowoff) Tanks Data & Dimensions -.----.-.- -------.--- -----®------- I ON42 iieiwuioi.1 ---.1DIAME18) -- TMIK ONLY SI— LEFT SIDE VIEW BRACE ,#' 314" DIA. BOLT HOLES (TYPICAL 4 PLACES) FRONT VIEW REF. DESCRIPTION BDT1646 BDT1860 B0T1872 80T2448 BDT2460 13DT2472 BDT3060 B0T3072 BD13672 BDT4260 A VENT. FLASH STEAM 2 1/2" FNPT 3' FNPT 3" FNPT 4" FLG. 4" FIG. 4" FLG. 5" FLG. 5" FLG. 5" FIG. 6" FLO. B BLOWDOWN INLET l MNPT 11/2" MNPT I 1/2" MNPT 1 1/2" MNPT 2" MNPT 2" MNPT 2" MNPT 2" MNPT 2" MNPT 2" MNPT C TEMPERED WATER OUTLET 2" MNPT 2" MNPT 2" MNPT 2" MNPT 2 1/2" MNPT 2 1/2" MNPT 3" MNPT 3" MNPT 3" MNPT 3" MNPT C INSPECTIONPORTS (2) 2"FNPT 2"FNPT 2"FNPT 2" FNPT 2"FNPT 2"FNPT 2"FNPT 2"FNPT 2"FNPT 1206M.W. E CLEANOUT/ FLUSHING DRAIN 2" FNPT 2"FNPT 2" FNPT 2" FNPT 2"FNPT 2" FNPT 3" FNPT 3" FNPT 3" FNPT 2" FNPT F PRESSURE GAGE CONNECTION " 1/2" FNPT 1/2" FNPT 1/2" FNPT 112" FNPT 1/2" FNPT 1/2" FNPT 1/2" FNPT 1/2" FNPT 1/2"FNPT 1/2" FNPT G GAUGE GLASS CONNECTIONS (2)" THERMOMETER CONNECTION • 1/2"FNPT 1/2"FNPT 1/2' FNPT 1/2"FNPT 1/2' FNPT 1/2" FNPT 1/2"FNPT 1/2"FNPT 1/2 FNPT 1/2"FNPT I COLD WATER CONNECTION • 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT J 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT 3/4" FNPT O.D. IOUTSIDE DIAMETER INCHES (cm) .16(41) 18(46) 18(46) 24(61) 24(61) 1 24(61) 30(77) 30(77) 36(92) 42(107) SL SHELLLENGTHINCHES(cm) 48(122) 60(153) -72(183) 48(122) 60(153) 72 (10) 60(153) 72(183) 72(163) 60(153) OAR. JOVERALL HEIGHT INCHES (cm) 75 (19i) -88(224) 98(244) 78(198) 9(229) 98(249) 92(234) -104(264) 107(272) -98(249) rn.OWDOWN CAPACITY (HALF TANIQ GALLONS (LITERS) 21 (79) 36 -(138) 40 (151) 54 (204) 65 (246) 76 (288) 108 (401) 124 (469) 183 (693) 222 (840) NORMAL OPERATING WEIGHT (TANK HALF FULL) POUNDS g) .610 277 890 (404) 993 (450) 1165 (528) 1350 (612) - 1540 (699) 1984 (900) 2254 (1022) 3041 (1379) 3481 (1579) FLOODED F PC I DEDWEIGHT( (FULL) POUNDS 960 (435) 1190 (540) 1327 (602) 1615 (733) 1894 (859) 2172 (985) 2867 (1300) 3288 (1491) 4566 (2071) 5332 (2419) SHIPPING WEIGHT POUNDS 435 (197) 590 - (268) 660 (299) 715 (324) 810 (367) 905 (411) 1150 (522) 1350 (812) 1590 (721) - 1650 (746) MAX. BOILER OPERATING PRESSURE 150 psi ISOpsi 150p51 150 psi 150psi 150 psi 150 psi 150 PSI ISO psi 150PSI * If supplied. Rev. 12/2013 DESIGN PRESSURE 125 PSIC VESSEL DESIGN TEMP: OF To 300F J. SHELL: S.4-414 CR C _ To be installed vertically HEAD:. 54-414 CR.G ELLIP 2:1 EXTER RN/SN: PRIME INTER FiNISH: .ELdIII VESSEL TO BE FABRICATED & STAMPED PER ASME SECTION V/lID DIV. 1, LATEST ADDENDA. NON CORROSIVE SERVICE BT-1 4 1/2° VF XC TING LUG XC El NOTICE This drawing is the property of ELBI of NERICA INC. It is furnished to you for confidential information purposes onr and is not to be disclosed to anyone else or reproduced or used for manufacturing purposes without the express written permission of £1.81 of AMERICA, INC. COMIM FM ELBI of AMERICA, INC. ' Oft () ASME CODE & NON CODE VESSElS t n 525 Me CART! STREET E0UN, TX 77029 PHONE: 713-674-2900 FAX 713-674-2982 5-24-10 1- 300 GALLON WATER STORAGE TANK VONE RPM CWTJOOS- 3 CvWingersoll Rand Vertical 240 Gallon - Standard Skirt JI epecIficaons are given for Informagonat puiposes only. All Information Is subjecita chaniiiewlMot4nollce. The attached terms and conditions are an Integral port of this quotation and any resuMing orders. 020[0.79 in] DUE TO SIIARDT POUCY OF CONTINUOUS PRODUCE IMPROVEMENT, THE INFORMATION 0 BY THIS DOCUMENT IS SUBJECT TO CHANGE WITHOUT NOTICE. T- in C In In L 35(1.38 in].—..j Is 2181 [85.87 in] 1349 [53i1In] -1 I- 3600[141.73 in] BASE FRAME BOTTOM VIEW I WEIGHT (Ibs) I UA!b UA1t: COPYRIGHT 2017.01.16 ml IlIIIlWlImltD lfll llmmlw.cGss.sllmlo.lN I WsãSSOTl4WllEIEO ml mlmsap vlsWn.murnq SSITVIK SWIU1ITC51&W1C1OJ'INC ADO40.1EAX.F4AKDA.A005Ak010 IRi SHM F 55-0594 2 OF 2 Condensate Return Feedwater Systems Al Data & Dimensions RING LUG FLOAT J7 ROD UNKASE 40 WELLJr I HOT I I K EW p _ - I(T VIEW TOP VI ERO MODELs CA5O & CR100 I- -I LEST SiDE VIEW (1) UFT1NG LUG FLOATVALVE HOT A B -I - WELL FLOAT GLASS 0 L\ THERMOMETER ROD .—LIKAGE CORES PIN STOP IDU p—( ~SEDIMBff R 0[ MPCONR F H T 14..r JI%tES ESiLONA (2)314OiA oI.E L — K NOR HOLES L K ) SHOWN IL L •1 0fIT VIEW MODEL CR250 REF. L........ DESCRIPTION CR50 CR100 CR250 A LCONDENSATE RETURN 2 FNPT 2 FNPT (2) 2 FNPT B VENT TO OUTDOORS 2 FNPT 2 FNPT 2 FNPT C SRARGE TUBE CONNECTION (IF USED) 112 FNPT 1/2 FNPT iir FNPT 0 OVERFLOW r FNPT 1 FNPT 11/4" FNPT E TANK DRAIN r FNPT 1' FNPT r FNPT F SOFT WATER MAKE UP 112" FNPT 1/2" FNPT 1/2' FNPT G SPARSE TUBE REGULATING VALVE TEMPERATURE SENSOR r FNPT 1' FNPT V FNPT K BOILER FEED PUMP DISCHARGE V FNPT V FNPT (2) II4 FNPT L LENGTH INCHES (cm) or (01 cm) 48.5 (123 cm) 63 (lEO cm) W WIDTH INCHES (VitO 20 (SO cm) 35 (97 cm) 35'(91 cm) H HEIGHT INCHES (cm) W (97 an) 38 (97 cm) 70 (178 cm) P PIPING (REMOVABLE) INCHES (cm) 9 1/2 (24 cm) 7 (18 cm) NIA RETURN TANK CAPACITY TO OVERFLOW GALLONS (LITERS) 46 GAL. (175 L) 104 GAL (395 L) 240 GAL. (912(4 SHIPPING WEIGHT APPROXIMATE POUNDS (KILOGRAMS) 495 1.85 (223 KG) 825 LBS (371 KG) 1485 LBS (695 KG) MAXIMUM OPERATING WEIGHT POUNDS (KILOGRAMS) (IANK FLOODED) 8771.88(395KG) 1088 LBS (760 KG) 3457 LBS (1556 KG) SUGGESTED MAX. BOILER HORSEPOWER CAPACITY 50 100 250 MAXIMUM OPERATING FEEDWATER TEMPERATURE F ( C) 225 F(107 C) 225 F (107 C) 225 F (107 C) * If supplied. Rev. 2/2014 FIG. I NOTE: Tanks are factory pre-charged at 12 psi (83 kPa) Tanks can be installed in the vertical position only. Vk SYSTEL CONNECTION PLUG LTCIRLE (H) FIG 2 / NNG 4C 0B4 4NI 1W ___F (0) OPTIONAL SEISMIC RESTRAINTS (FIG.2) - DIMENSIONS IN INCHES (MM) TANK DIAMETER G H I J • 10 9/16 12-518 -i J!L (321) _!_ _.!L 9/16 14-3/4 2 2 (375) _.:!i.. _.!.L 18' 9/16 16-314 2 2 .f!_ (452) _12._ J!L 20 • 9/16 16-314 2 2 !_ (452) _.1?_ _1?_ 24 9/16 18 2 2 J!±L (457) J_ 718 24 4 4 2_ (610) i!2L. .i12.. IIVI ArMr'IauuN IMIIrD - rIItUKILtU (Air iimsnauon) A-361 A DIMENSIONS: GALLONS (Ltrs) INCHES (mm), WEIGHTS: LBS. (KG) APPROX .6 TANK ACCEPTANCE APPROX. PART MODEL VOLUME VOLUME A B SHPG. WI. 100% B&L NUMBER NUMBER GAL (LTRS) GAL (LTRS) IN. (MM) IN. (MM) LBS. (KG) LBS. ) 116782 B-35LA 10 10 10 37-5116 65 144 (67) I (38) (38) (254) (948) (29) 116783 B-50LA 13 11 12 37-1/16 72 164 (49) (40) (305) (941) (33) (74) 116784 B-85LA 22 11 16 34-5116 88 270 (85) (40) (406) (872) (40) (122) 116785 B-100LA 26 11 16 39 94 308 (100) (40) (406) (991) (43) (140) 116786 B-1301A 34 27 20 34-11/16 130 410 (130) (100) (508) (881) (59) (186) 116787 B-165LA 44 27 20 39-11/16 140 503 (165) (100) (508) (1008) (63) (228) 116788 B-200LA 53 27 24 40.7/8 192 629 (200) (100) (610) (1039) (87) (285) 116789 B-300LA 80 27 24 56 230 890 (300) (100) (610) (1423) (104) (404) 116790 B-400LA 106 53 24 68-5I8 274 1148 (400) (200) (610) (1743) (124) (521) 116791 9.500LA 132 53 24 82-1/2 308 1397 (500) (200) (610) (2069) (140) (634) 116792 0-600LA 158 53 30 67 442 1745 (600) (200) (762) (1702) (200) 1 (791) Dimensions are subject to change. Not to be used for construction purposes. System Connection: f NPT. Drain Plug 3I4' Approximate weight 100% full occurs If bag falls or if air charge is lost. Xylem Inc. 8200 N. Austin Avenue Morton Grove, IL 60053 Phone: (847)966.3700 Fax: (847)965-8379 www.xylemlnc.comlbrandslbeligossett Beg & Gossett is a trademark of Xylem Inc. or one of its subsidiaries. 02012 Xylem Inc. xylem Let's Solve Water CZB Outdoor High Pressure Steam Boilers I Atmospheric 150 PSI Models & Ratings I Natural Gas Fired STACK I DRAFT REQUIREMENTS UL listed for use with Type B Vent. Minimum stack height including Draft Control is 10 feet. The stack should be supported independently of the bolter and an adjust- able length section of stack should be installed after the draft control to allow for future separation. Al Rite Boilers have internal stack supports to handle the weight of the stack during installation. Boilers should draft between -.05" to -.09" WC. when firing. A draft gauge is installed on all boilers. AIR REQUIREMENTS Adequate Combustion/Ventilation Air is vital for safe, efficient operation. Refer to the latest edition of the Uniform Mechanical Code or consult your local Building and Safety Department for specific requirements. Warning: Do not Install in a room that will develop negative pressure without utilizing a properly sized induced draft fan. ELECTRICAL REQUIREMENTS A 120/60/1 15 amp supply is required to boiler-burner circuit. Separate electrical supply may be required to operate boiler feed pump. NATURAL GAS SUPPLY REQUIREMENTS (STATIC AND AT FLOW) Models WP9.5 - WP15 6" w.c. mm. to 14' w.c. max. Models WP20 - WP75 7" w.c. mm. to 28" w.c. max. Models WP100 - WP125 15" w.c. mm. to 28" w.c. max. For other gas pressures, consult factory or your Rite Representative. "Propane Supply Requirements: 11" w.c. mm. to 14" w.c. ELEVATION DERATION Ratings given below are for elevations up to 2000 feet. Above 2000 feet, rat- ings should be reduced at the rate of 4% for every 1000 feet above sea level. FEEDWATER SYSTEMS & BLOWDOWN TANKS Rite manufactures a complete line of Condensate Return Feedwater Tanks and Blowdown Tanks for our Steam Boilers shown below. BOILER MODEL Input MBH Nominal Output Heating Surface Sq. Ft. Water Content Gallons Pounds of Steam per Hour @212 F Nomina Ipping Weig bs) MBH Boiler Horsepower WP9.5 398 318 9.5 65 35 328 WPIO 1 419 335 10 65 35 345 2430 WP15 628 502 15 85 40 518 2660 WP20 838 670 20 105 45 690 2890 WP25 1046 837 25 115 65 863 3840 WP35 1465 1172 35 156 85 1208 4320 WP48 1950 1560 48 214 100 1656 4930 WP50 2093 1674 50 214 100 1725 4930 WP75 3139 2511 75 349 15 2588 8900 WPIOO 1 4185 3348 1 100 1 460 175 3450 10100 WP125 1 5230 4184 1 125 1 571 195 4313 11700 Rev. 3/2014 C B -I ,COA C..—.. COVE GAS CONNECTIOIN (IF USED) L Outdoor High Pressure Steam Boilers I Atmospheric 150 PSI Models & Dimensions I Natural Gas Fired GAS TRAIN I.- F RIGHT SIDE VIEW 40 TOP VIEW 40 2' May vary - sizes shown are for UL gas trains at standard supply pressures. Gas connections are male NPT pipe thread. All other threaded connections are female NPT. ( 1-1/2" and 2-112" connections are Female NPT. 4 and 6" flanges are ANSI 300 lb. SA-105 raised face. Ranged outlets may be reduced upon special request and/or supplied ANSI 150 lb SA-105 raised face. Standard light hand construction shown illustrated above. Left hand construction available at no extra charge. 5; T dimension required only when hinged headplates are optionally supplied. A B C COA D F H j K) L N $ TD BOILER MODEL Length Jacket Width Jacket Height Flush Height Overall Stack Die. Twin Stacks Tube Maint. Gas Conn. Steam Supply Feed Water Side Space Blow Down Head Swing WP9.5 44 31 80 97 9 - 32 3(4 1 1(2 1 12 1 24 WP1O 44 31 80 97 9 - 32 3/4 1112 1 12 1 24 WP15 54 31 80 99 10 - 42 1 1112 1 12 1 24 WP20 64 31 80 102 12 52 1 11/2 1 12 1 24 WP25 56 39 81 104 14 - 39 . 1 2112 1 12 1 1/2 32 WP35 70 39 81 107 16 - 53 11/4 2112 1 12 11/2 32 WP48 90 39 81 109 18 - 73 1 1/2 21/2 1 12 11/2 32 WPSO 90 39 81 109 18 - 73 11/2 2112 1 12 11/2 32 WP75 89 53 86 116 22 - 69 2 4 F 11(2 15 11/2 35 WPIOO 111 53 86 117 24 - 91 2 4FL 11/2 15 11(2 35 WP125 133 53 86 116 1 (2)20 54 113 2112 1 4 FL 11/2 1 15 1 11/2 35 All dimensions in inches; Subject to change without notice. REAR VIEW T / / / , oIiF GSSI PROJECT Structural Engineers egc fG'& -V S 1tfti.1, ENGR. &C77 SHEET_____ - GSSINO. - - DATE 1•44f EC 18 2018 C/ 7-y 0jr 8UJL°4RLS ISAD F D.1; tap' '1 - r-sJc.1' QA_ *cec-)c t'h - - rlf%L tY tP 4 ç L 4 Of f cao'%_O5Ti_ Aj Sheet V GSSI Project: GSSI No. Structural Engineers Engr. Date 12111/2018 Cassion Design Constrained Location: Lateral Load = Column Height = Lateral Soil Bearing Capacity = 8 foot tall louver wall 600 lbs. 4 feet 200 psf Lateral Load = 600 lbs - Notes Table includes a 1/3 increase due to wind or seismic forces. The Table is based on 2013 CBC Sec. 1807.3.2.2 and Sec. 1807.32.2 CBC 1810(A).3.9.4.2 for p=.005 and transverse reinf. column ht.= 4 Caisson Depth Caisson Cal Diameter, feet (minimum) Depth 10 1.5 2.0 2.5 3.0 3.5 4.0 2.0 - - - - - - - - 2.5 2.3 2.1 2.0 3.0 2.3 2.5 2.3 2.1 1.9 1.8 p3.5 3.3 2.7 . 2.1 1.9 1.8 1.7 4.0 3.1 2.5 2.2 2.0 1.8 1.7 1.5 4.5 2.9 2.4 2.1 1.8 1.7 1.6 1.5 5.0 2.8 2.3 2.0 1.8 1.6 1.5 1.4 5.5 2.6 2.2 1.9 1.7 1.5 1.4 1.3 6.0 2.5 2.1 1.8 1.6 1.5 1.4 1.3 6.5 2.4 2.0 1.7 1.5 1.4 1.3 1.2 7.0 2.3 1.9 1.7 1.5 1.4 1.3 1.2 7.5 2.3 1.8 1.6 1.4 1.3 1.2 1.1 8.0 2.2 1.8 1.5 1.4 1.3 1.2 1.1 8.5 2.1 1.7 1.5 1.3 1.2 1.1 1.1 9.0 2.1 1.7 1.5 1.3 1.2 1.1 1.0 9.5 2.0 1.6 1.4 1.3. 1.2 1.1 1.0 10.0 2.0 1.6 1.4 1.2 1.1 1.0 1.0 10.5 1.9 1.6 IA 1.2 1.1 1.0 1.0 11.0 1.9 1.5 1.3 1.2 1.1 1.0 0.9 11.5 1.8 1.5 1.3 1.2 1.1 1.0 0.9 12.0 1.8 1.5 1.3 1.1 1.0 1.0 0.9 As, mm. 1 0.6 1.17F2.3 3.5 5.1 6.9 9.0 Verticals 1 4#4 6#5 1 6#6 8#6 12#6 I2#7 16#7 2013 Con ained.xsx RECORD ID# _/"/ PLAN CHECK #_______ W/O & 7cc-e / f 1 jj4 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE I Buinn Idst M-im '---.- - - - - R. FJ iai iy ur,uny me M, wnetner your ousiness WIII use, process, or stole any of the làllowing hazardi applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Sijuare Footage (including proposed project): I Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives Compressed Gases 6. Oxidizers io. Cryogenics Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radloactives wE USE ONLY '1iPP0002 9f P-M-f4767-08 '7O OP DATE I I 6161- 093 -L3'&2 Plan Flle# C Or, z' 10 - 0579 - 46 ' 37 cription. red for proiects within the City of San materials. If any of the items are circled, iSp Corrosives I) 7 Other Health Hazards None of These. Call (858)5056700 prior to the issuance ofabuilthngpermit. FEES ARE REQUIRED Project Completion Date: a/i 5/'1 Expected Date of Occupancy: 02/ ' /1 el YES l NO 0 (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). 0 Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 .J Will your business stare or handle Hazardous Substances in quantities greater than or equal to 55 gallons. 500 0 0 pounds and/or 200 cubic feet? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? S. 0 7. 0 g ' Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1.320 gallons? (California's Aboveground Petroleum Storage Act). If the answer to any of the Diego. CA 92123. CaIARP Exempt I Date Initials CalARP Required Date Initials COIARP Complete Date Initials requirements. If yes (858) 586-2650; or It YES NO it POlLUTION CONTROL DISTRICT (APCD): The following questions are intended to identify the majority of air pollution eject may require addItional measures not identified by these questions. Some residential projects may be exempt from APCD either questions 1, 2 or 5 or for more comprehensive requirements, please contact APCD at aprxicomptrgsdcounty.ca.gov; Road, San Diego, CA 92131. 9 0 Will the project disturb 100 square feet or more of existing building materials? 0 Z Will any load supporting structural members be removed? 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by an building inspector course? 0 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Based on the survey results, will the project dis notification may be required at least 10 working days prior to commencing asbestos removal. P the removal of a load supporting structural member(s) regardless of the presence of asbestos. 5.. 0 29 Will the project or associated construction equipment emit air contaminants? See the reverse si APCD permit. If yes, contact APCD prior to the issuance of a building permit. 6. 0 f9 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipme, COSDDEH.CASHIER PAiD that has passes an EPA-approved any asbestoi,)tpirg mtai? if yes, a onally, a notification rTiaye required priori requiring of a school Briefly describe business activities: 00;= /.,) WTRO Briefly describe proposed project oo'/-n4cr 4C>Tp,..9MJsr,c , LP /TfOA't 694#' of perjuly that to the best of my knowledge and are true and correct. W, /79 '7.1 of Owner or FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:_______________________________________________________________ BY: . DATE: / EXEMPT OR NO FURThER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY APCD COUNTY.HMD APCD COUNTY-HMD - APCD 0bp ,t3 UPS. REVVI --0 jqw?u la *11 I6 mptsbiigi'riies from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply 5LAh.l,WqI IL-2.b—I' HM-9171 (9/18) 2 7 County of San Diego - DEH - Hazardous Materials Division City .of Carlsbad DETERMINATION OF PROJECT'S SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Develonment Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I'm applying for: 0 Grading Pit , Building Permit • 0 Right-of-way permit 0 Other Project Name:AUOd1'.4C/T C9) Project ID: DWG #ICB#____________ Address: ?_0!Z1 A.Ok AW APN 209.o9/I.&9 Disturbed Area: O.O. Ac 7- Section 1: Determination of Project's SWPPP Tier Level SWPPP (Check applicable criteria and circle the corresponding SWPPP Tier Level, then go to section 2) Tier Level Exempt -No Threat Project Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Tablel, section 3.2.2 of Storm Water Standards, the following are exempt SWPPP!equ..rements: Exempt >Electrical >Patio > Mobile Home ) Plumbing ) Spa (Factory-Made) ) Fire Sprinkler I ) Mechanical ) Re-Roofing > Sign ) Roof-Mounted Solar Array Tier 3- Significant Threat Assessment Criteria — (See Construction General Permit (CGP) Section l.B)* O My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, 0 My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface or, O My Project is associated with construction activity related to residential, commercial, or industrial Tier 3 development on lands currently used for agriculture; or O My project is associated with construction activity associated with Linear Underground/overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. U Other per CGP Tier 2- Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: O Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, O Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Tier 2 located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to I vertical; and/or disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through Apr. 30). Ti 1- Low Threat Assessment Criteria My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: Tier I results in some soil disturbance; and/or includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) - —. * Items listed are excerpt from CGP. CGP governs criteria tor triggers tor u ier a com-r-P. uevelopelsuwllel colicil wnuuii.1 GGY812ING under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 Rev. 2116116 SWPPP Section 2: Determination of Project's Construction Threat Level Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction Level the corresponding Construction Threat Level, then complete the Threat Level signature block below) __ - Not Applicable - Exempt Exempt Tier 3— High Construction Threat Assessment Criteria: My Project meets one or more of the following: U Project site is 50 acres or more and grading will occur during the rainy season U Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly toanESA High U Soil at site is moderately to highly erosive (defined as having a predominance of soils Tier 3 with USDA-NRCS Erosion factors kf greater than or equal to 0.4) U Site slope is 5 to I or steeper U Construction is initiated during the rainy season or will extend into the rainy season (Oct. I -April 30). O Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3— Medium Construction Threat Assessment Criteria Medium O All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2— High Construction Threat Assessment Criteria: My Project meets one or more of the following: O Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA O Soil at site is moderately to highly erosive (defined as having a predominance of soils High with USDA-NRCS Erosion factors kv greater than or equal to 0.4) Tier 2 U Site slope is 5 to I or steeper O Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1-Apr. 30). 0 Owner/contractor received a Storm Water Notice of Violation within past two years U Site results in 10,000 sq. ft. or more of soil disturbance Tier 2— Medium Construction Threat Assessment Criteria Medium U My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 - Medium Construction Threat Assessment Criteria: My Project meets one or more of the following: U Owner/contractor received a Storm Water Notice of Violation within past two years Medium e d i Site results in 500 sq. ft. or more of soil disturbance Tier I Construction will be initiated during the rainy season or will extend into the rainy season (Oct 1-April 30) Tier I - Low Construction Threat Assessment Criteria Low 0 My project does not meet Tier I Medium Threat Assessment Criteria listed above I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier ievei vvrrr as aeiemiineu above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. 8o6 r erIOwnes Authorized Agent Signature: Date: I /D7O7?'6' I City Concurrence: (For City Use Only) Yes No By: Date: Project ID: E-32 Page 2 of 2 Rev. 2/16/16