Loading...
HomeMy WebLinkAbout2580 EL CAMINO REAL; ; CB162691; Permit07292016 Job Address: City of Carlsbad 1635 FaradayAv Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB162691 Building Inspection Request Line (760) 602-2725 2580 EL CAM INO REAL CBAD Permit Type: TI Sub Type: COMM Status: ISSUED' Parcel No: 1670307500 Lot #: 0 Applied: 07/12/2016 Valuation: $25,000.00 . Construction Type: NEW Entered By: SLE Occupancy Group: . Reference # Plan Approved: 07/29/2016W - Issued: 07/29/2016 Inspect Area Plan Check #: Project Title: CHASE BANK: REPLACE 2 TELLER- -. STATIONS WITH 2 FREESTANDING AD.A COMPLIANT LOBBY ATMS// RECONFIGURE EXISTING CIRCUIT Applicant: Owner: CSCS CORESTATES CONSTRUCTION SERVICES INC SANTEE ACQUISITION L P STE 430 C/O INDUSTRY CONSULTING GROUP INC 34010ENTRELAKEDR PO BOX. 81O49O ONTARIO CA 91761 . DALLAS TX, 75381 909-373-6734 Building Permit . , $247.64 Meter Sie AddI Building Permit Fee $0.00 Addl Red. Water Con. Fee Plan Check . $173.35 . Meter Fee. . $0.00 AddI Building Permit Fee $0.00 SDCWA Fee . $0.00 Plan Check Discount . . $0.00 CFD Payoff Fee- . $0.00 Strong Motion Fee '-j . $7.00 PFF (3105540) . . $0.00 Park Fee $0.00 PFF (4305540). . . $0.00 LFM Fee $0.00 License Tax (3104193) $0.00 Bridge Fee $0.00 License Tax (4304193) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee (3105541) . $0.00 BTD #3 Fee $0.00 Traffic Impact Fee (4305541) $0.00 Renewal Fee $0.00 PLUMBING TOTAL $0.00 AddI Renewal Fee $0.00 ELECTRICAL TOTAL $46.00 Other Building Fee $0.00 MECHANICAL TOTAL - . $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee . $0.00 Meter Size . . . .. Sewer Fee $0.00 AddI Pot. Water Cpn. Fee . $0.00 - Redev Parking Fee $0.00 Red. Water Con. Fee $0.00 Additional Fees . $0.00 Green Bldg Stands (5B1473) Fee $1.00 HMP Fee ??. - . Fire Expedidted Plan Review $0.00 Green Bldg Standards Plan Chk . - - ?? TOTAL PERMIT FEES .• . $474.99 Total Fees: $474.99 Total P ments To Date: - $474.99 Balance Due: $0.00 • now FINAL ARP OV D a t e.- Inspector: I 9 Clearance: cf ojr çitect irIes the I Qt' d fees, &* vaticrs, cr ct exa&ns Feeaft cxly NOTICE Please take NO11 that~C: referred to as 'lee Yctidays from the date this nit es issued to protest inçi&r c these fee as. If J pttff fl fdlo the pest pnmis set f ernit Code Section 20(a), aid file the potest axl any other required irfcirraticn wth the Oty 1vrfcr ptxrig in accordance wth Carlsbad MndpEd Code Section 3 32030. Fatut to lirrety fdlow that procedurewill bar arty subsequent legal actiontoattack rekAew, set ada, void, or anal (her irrxeticii. You am hereby RRT1-ER NO11REDtIBt your right to protest the specified fees'ecrs DOES NOTYto water and seer cthczi fees ard capacity thanges ru playing zoning gafir1g or c1he- 9m1a application pssr or seice fees in connection with ts project. NCR I)15 ITAJY to any (. 'V.J ,USU55 uliu Professions ..oce:-p,ny City or County which requires a permit to COnstruCt alter. improve. demolish or repairany strucWre, prior to its'lssuance, alsoreguires the applicant for such permit to file a signed statement that he is licensed pursuant to tire provisions of the Contractors UcenseLaw [Chapter 9. commendlngwith Section 7000 cfDivision 301 the Business and Professions Code) or-that he is exemot therefrom: and the basis for the alleged exemptlon:Any violation of Section 7031.5 by any applicant for a permitsubjocts tee applicant to a - civil oenaltv of not more than five hundred dnllnrc (flflhl . . . - * h'c FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: DPLANNING . __DENGINEERINGCJBUILDING _DARE'DHEALTII _DHAZMA1! Building Permit Application Of .Ciiy 1635 Faraday Ave., Carlsbad, CA 92008 Plan Check No_C.JiuZq I Est. Value .2J3OOO __- -. - . Ph: 760-602-2719 Fax: 760-602-8558 - - Plan ,Ck.Deposit C44sbad - email: buiidingcarlsbádca.góv _I - _www.cantsbadca.gov Date __1--_7 __Jswppp JAFN JOBADDRESS , ' ' 2580 El Camino Real ,','q'' Cr/PEcT e WT a PHASE a von UNITS a eEoRoo/ - a BADIRQOMS , CONSIR, iwa O GRCOP J!8VW6USN55s JP MOrgan Chase Bank - DESCRIPTION OF WORK: Include Square Feetaf Affected Area(s) DecornTmiss,on (2)Tellerstation and install (2)1new circuits for (2) freestanding ADA êomphant lobby ATM's and (reconfigure (1) existing Circuit for relocated CR. remove (2) TCD DUSTING USE , PROPOSED Banking --t:Retail . _'Ritail USE . Banking_ GARAGE (SF), PATIOS (SF) DECKS (SF) FIREPLACE , _NOD AIR CONDmONING FIRE SPRINKLERS _'vEs[} _sDNoD_''ESDNO APPUCANT NAME . .,: .. - PrIntaq Contact -- _Jeffery Fry :- PROPERTY OWNER NAME ADDRESS - - : - , * -, 4401 Centro Lake Dr Suite 430 ADDRESS CITY - STATE - Zip . - Ontario ..- CA 91761 CITY - -STATE ' ZIP - -' _,- _' __-'- PHONE • 909714.0130_- FAX 17. PHONE PHONE -.,.. _l - - FAX EMAIL - ' if_()core.eng.com ,- EMAIL '..•',. .--- _- - DESI.SN PffOFES5()7A, - . - . ' . ' __- __...Core CONTRACTOR BUS, NAME ' - States Construction.' ADDRESS . . - - ADDRESS -- - '--. : - -- - - .•- . 3401Cenfre Lake DrSuite 430 CITY STATE - 'ZIP - .CrrI' ' , STATE ZIP - _--''CA -- _91761 PHONE - . - FAX . . n, PHONE - - - . . . -. FAX EMAIL . ' ;EMAIL . . . ...- _...;ore ng.com - ' -''.-. '. A.B.C10__- STATE UC.e ' ,IATEUC# CLASS ' CYBUs,Uc.e------ -- 4 S . , 4 . • * I . Wo*e,' Compensation Declaration: /hereby a/finn underpeos14'0fpw1wy one 61 the 1rdbwhrpdecda1a1tons: 0111 av and will maintain a certificate of consent to setf4nsure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [ZJ I have and will maintain w&lcers' compensation, as required by Section 3700 of the Labor Cede. for the performance of the work for which this perTnit is issued. My workers' Compensation inswsrme corner and policy number Insurance Co htIem Property Casualty Co. PolicyNo. OTJUB5G90027$15 Expiration Date ski= hot beco mple the for one hundred ddhes 100)or less. " CerbticateofExemption lonrirfythalinthe nmarrceofthe ric whidt this permit e issued, Compensation Laws of California. WARNING: Failure to secure w 'cam jation pp is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100000), in addition to the cost of compensation, g' as dad for In 3106 of the Labor code, interest and attorney's fees. CONTRACTORSIGNATURE ' [:]AGENT DATE I hereby a/lion that en exempt finer Contiacto?s Ul. Law for tire 4&Treasosr D I, as owner of the properly or my employees with wages as their sole cempensation, will do the sort and the sinabire is not intended or offered for sale (Sec. 7044, Buseess and Plofessicers Code The Contractors License law does not apply loan owner of Ixncalty who builds or improves thereon and who does such work himself or through he own employees provided that such Improvements am not intended or offered for sale. If, however, the building or Improvement is sold within one year of completion, the owner.buider will have the histien of proving that he did not build on improve for the purpose of sale). 0 I, as owner of the property, am exclusively Contracting with licensed onniractore to construct the project (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contacts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). U I am exempt under Section _Business and Professions Code for this reason: ' * w 1.1 personally plan to provide the major labor and materials for construction of the proposed property Improvement. 0Yes [JNo 2l (have lhave not) signed an application fora building permit for the proprraedwor$r. 3.1 have contracted with the following person (fins) to provide the proposed construction (inchide name address I phoie / contractors' license number): . 4.1 plan to provide portions of the wont bull have hired the blowing person to coordinate, supervise and provide the major work (include name / address / phone •/ contractors' license number): 5.1 will provide some of the wont but I have contacted Qlhe the following persons to provide the work indicated (irofude name / address / phone I type of work): PROPERTY OWNER SIGNATURE . . [)AGENT DATE ' - .4. 4 •- - - I - -- C Is the applicant orMure building occupanlreqthred fo sulanhta business plan, acutely hazardous materials registration form or risk management and prevention program under Salons 25505, 25533 or 25534 01 the Presley-Tanner Hazardous Substance Account Act? • Yes / No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? - Yea / No Is the facility obe constructed within 1,000 feet of the outer boundary ofa school site? Yes 1.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. tt1f I hereby affirm that there is a construction lending agency for the perfomnance of the work this permit is issued (See 3097 (I) CKII Code). Lender's Name - -. - Lender's Address - - ,to ; m"MI I háeby authorize ofthe City of Carlsbad loenter upon the above nrentioned property for rispedion piirps. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND E)ENSESWHICH MAY IN ANYWAY ACCRUE AGAINST SAO) CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.- OSI-L& An OSHA permit isrequired bavaIhais ovedeep.ncfaicmoraarstrudisn of structures 0ver3 stories is hht - EXPIRATION: E the Builc[irg 011ficialunder$ g6eisions of this Codeshall eapieby limitation aid becomenell and 'dod ff the bAkV orworkauttubat by such permit isalconvnencad within' liO days from thedateotsuth permitoritth htxiatedbvsuthpermit is suspendedorabariebn any threaertheworkisccrroxa period of18O days (Section 1064.4 Unfonni?rJng Ca(1e). SIGNATURE At t APPLICANT S DATE . . STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE . - Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection rga Fax (760) 602-8560 Emad btnlddlLRJ ta)calsbadcaaovor Mall the completed form to City of Carlsbad Building Divisron 1635 Faraday Avenue. Carlsbad California 92008 COO: (OfficeUse Only) CONTACT NAME - - 0".• - - - - OCCUPANT NAME .. - -.1 • - - - - - - ADDRESS - . - - . - - BUILDING ADDRESS ., - . -•- . ,._ ,• . . ... -. : . CITY STATE - - . - -. ZIP: . CITY ......- STATE - ZIP - - - - - . Carlsbad - - CA - PHONE FAX -. . - -- . - -. EMAIL . . . . . OCCUPANT'S BUS. LIC. No. - - DaIVERY OPTIONS - - , - - - .• . -. - PICK UP- . CONTACT (listed above) - OCCUPANT (listed above) - CONTRACTOR (on Pg. i) ,. - - - 54.1 ASSOCIATED - .' • - MAIL TO: I 'CONTACT (Listed above) (7' OCCUPANT (Listed above) CONTRACTOR (On Pe, 1) NO CHANGE IN USE! NO CONSTRUCTION MAIL! FAX TO OT)4ER - ..-•' . •, - . - - - • . ..,..• . . : ., - CHANGE OF USE/ NO CONSTRUCTiON - -.- .- - --• .- . -- •.- .. ..- • - . I - - - - . . - - •' -' - - . - APPUCANT S SIGNATURE DATE c •. '- - - - 4 . - ----I " - - - . -. - - P • - .. , I-. ' 1 - .-.•- - • -- • I..,,.- 4 - . .,. -• 1- - • 1'• - p -. • .-. - I - 4.- • fr - • - ...• '1 • * 44 i•• .--- A r •: . :.. - -. 4 : • .• • nspecton List CHASE-BANK:REPLACE 2 TELLER- Permit#: C13162691' ( ype: TI COMM — STATIONS WITH 2 FREESTANDING ADA 1 - ..-• .• I . . S Date Inspection Item Inspector Act Comments 09/13/2016 14 Frame/Steel/Bolting/Weldin - • RI . AM PLEASE - j 09/13/2016 19 Final Structural - PY AP • • : 08/30/2016 34 Rough Electric PY AP : - • -.:. -• - • . -.,.. - -, • r - Si - - s :. - • - I. • - •, --SI. .S ••' • • - - •- . .-'.. 4 . .5.-- • ' 5- . .. 5 , . - 5) - ,• S • 4 4 -4 p4 -.5 5 • - 4 - 4.- - - • • - I . - 5-. .4 . 1- - - .- - • • •, • 1 5: 5 . • S. - - ',. • - .5 . 5 - S S. •• -4 Sc ;• - - . . - . . • . - - - - (___ . Wednesday, September 14, 2016 • • S .• . - S - Page 1 of 1 . 4 * .• - -. 5-S l. EsGil Corporation In Partnership with government for Bui[ding Safety DATE: 07/21/2016 U APPLICANT —1URIS. JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO CB16-2691 SET! PROJECT ADDRESS 2580 El Camino Real PROJECT NAME: Chase Bank ATM' S misc. electrical . The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's 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. LI The check list transmitted herewith is for your information The plans are being held at EsGil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to EsGil Corporation staff did not advise the applicant that the plan check has been completed LI EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted Telephone # Date contacted (bj ) Email Mail Telephone Fax in Person LII REMARKS By JohnLe Vey Enclosures EsGil Corporation LI GA LI EJ LI MB LI PC 07/14/2016 9320 Chesapeake Drive Suite 208 • San Diego California 92123 • (858) 560-1468 4 Fax (858) 560-1576 . Carlsbad CB16-2691 O7/21/2016 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE . JURISDICTION Carlsbad PLAN CHECK NO CB16-2691 PREPARED BY John Le Vey DATE 07/21/2016 BUILDING ADDRESS 2580 El Camino Real BUILDING OCCUPANCY B BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier. Reg. . Mod. VALUE ($) TI . 25,000 Air Conditionin FireSprinklers TOTALVALUE . 25,000 Jurisdiction Code cb . ByOrdinance 49 I_$246_ Bldg. Permit Fee byordinance Nj I_$160_221 Plan Check Fee by Ordinance Type of Review CompleteReview Ej Structural Only LIRepetitive Fee . El Other * . Repeats Li Hourly Hr @ EsGul Fee I_$138_031 Comments p. . - DATE 7/14/16 PROJECT NAME ATM REPLACEMENT & INTERIOR T I PROJECT ID PLAN CHECK NO CB162691 SET# ADDRESS. 2580 EL CAM INO REAL APN 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 J Yes Z No You may alsp 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 NOT COMPLETE Items missing or incorrect are listed on the attached checklist Please resubmit amended plans as required Plan Check APPROVAL has been sent to RPEREZ@CORE-ENG COM For questions or clarifications on the attached checkiist please contact the following revieweras marked Hip 15, 602 760:6022750 .:;:: .... na;MIR H11 Chris Sexton Chris Glassen . Greg Ryan 760-602-4624 . . 760-602-2784 . 760602-4663 Chris.Sexton@carisbadca.gov . Christopher.Giassen@carlsbadca.gov Greeory.Ryan@carisbadca.gov 71 -Gina Ruiz . .• . ValRáy. Marshall - --Cindy Wong 760-602-4675. . 760-602-2741 . -. . . - 760602-4662 Gina.Ruiz@carlsbadca.gov rs ValRay.Mahali@carlsbadca.gov -.Cvnthiã.Won@cärIsbadca.gov Veronica Morones Linda Ontiveros Dominic Fieri -760-6024619 . . . - ...760-602-2773 ..- . - . . . - 7606024664 . Veronica_Morones@carisbadca_ov Linda_Ontiveros@carlsbadca_gov Dominic_Fieri@carlsbadca_gov CO R E S.TATES WAN _ film t GROUP Structural Calculations for Chase Bank ATM & Kiosk Anchorage Design -- 1 $ 4 Location: TBD (0 '- INI F LU W - O* * 4 Prepared By CoreStatesGroup 201 S Maple Avenue, Ambler, PA 19002 w * - August 25, 2015 ___ -•- o c0 *_ N- - Cm F J1T±i1L, ITEM No'of Bolts , Bolt Location Bolt Dimensions/Layout NCR SelfSery 28 ATM .- - 4 2 Front / 2 Back See Appendix Kiosk 4 2 Front / 2 Back ' See Appendix ' eATM 3.0 . 4 . 2 Front / 2 Back . See Appendix ( eATM 2.5.5 e 44,1. 2 Front / 2 Back See Appendix NCR SelfSery 34 ATM - '4 ' 2 Front / 2 Back - See Appendix Hyosung MONiMAX7600 TA . 2 Front / 2 Back See Appendix ;e 4-1/2"ø Hilti Kwik Bolt TZ anchor locations: Provide 3.625' minimum embedment at base material Minimum base material thickness of 4" at anchorage assumed per Hilti specifications - Concrete assumed as cracked Concrete assumed to possess a minimum compressive strength of 2,500 lb/in2 Supplementary reinforcement not considered Edge distance reductions not considered Use 4-1/2"W Hilti Kwik Bolt TZ: Provide 3.25" minimum embedment at base material! Minimum base material thickness of 4" at anchorage assumed per Hilti specifications Concrete assumed as cracked ' Concrete assumed to possess a minimum compressive strength of 2,500 lb/in2 Supplementary reinforcement not considered Edge distance reductions not considered Normal-weight concrete assumed 1, F II AR OF Core States Group Chase Bank Project : N/A 201 S. Maple Ave. Ste. 300 Calculation Proposal Region: N/A Ambler, PA 19002 ATM Anchorage Design Date: 8/25/2015 Location: California Calculations By: JPP Purpose/Assumptions: The purpose of these calculations is to structurally quantify the imposed seismic forces on the proposed ATM's & Kiosk examined within the contents of this report. These Calculations are not unique to a specific job site location, but encompass worst-case seismic effects per the state of California. All calculations are in compliance with 2013 California Building Code, and Minimum Design Loads for Buildings and Other Structures ASCE/SE! 710. Report Sum mary: . Core States Group 201 S. Maple Ave. Ste. 300 Ambler, PA 19002 cf eATM2.5.5: Chase Bank Project : N/A Calculation Proposal Region: N/A ATM Anchorage Design Date: 8/25/2015 Location: California Calculations By: JPP Use 4-1/2"cD Hilti Kwik Bolt 17 f anchor locations: Provide 3.625" minimum embedment at base material Minimum base material-thickness of 4" at anchorage assumed per Hilti specifications. Concrete assumed as cracked Concrete assumed to possess a minimum compressive strength of 2,500 lb/in2 Supplementary reinforcement not considered Edge distance reductions not considered Normal-weight concrete assumed - See 'Appendix - eATM 3.0' for anchor bolt layout and dimensions Use 4-1/2"0 Hilti Kwik Bolt TZ @ anchor locations: Provide 3.625" minimum embedment at base material Minimum base material thickness of 4' at anchorage assumed per Hilti specifications. - Concrete assumed as cracked Concrete assumed to possess a minimum compressive strength of 2,500 lb/in2 Supplementary reinforcement not considered Edge distance- reductions not considered Normal-weight concrete assumed - - See 'Appendix - eATM 2.5.5' for anchor bolt layout and dimensions -- - NCR SellSery 34 ATM: - - Use 4-1/2'0 Hilti Kwik Bolt 17: Provide 3.625" minimum embedment at base material - - Minimum base material thickness of 4" at anchorage assumed per Hilti specifications Concrete assumed as cracked - Concrete assumed:to possess a minimum compressive strength of 2,500 lb/in2 -Supplementary reinforcement not considered Edge distance reductions not considered Normal-weight concrete assumed 2 of 16 Core States Group Chase Bank Project : N/A 201 S. Maple Ave. Ste. 300 Calculation Proposal Region: N/A Ambler, PA 19002 ATM Anchorage Design Date: 8/25/2015 Location: California. Calculations By: JPP LCionent De-O Length (ft): L 39.80in Length of Component at Base - Per Product Specifications Width (ft): .w 41.73in Width of Component at Base - Per Product Specifications Height (ft): H:= 61.821n Overall Height of Component - Per Product Specifications Nonoperational Weight (lbf): DL := 1 7421bf Weight of Component (Empty) - Per Product Specifications Operational Weight (lbf): W 1 7771b1 Maximum Weight of Component - Per Product Specifications Sesimic DesiRn Force: ap 1.0 Component Amplification Factor - Rigid Component / Rigidly Attached Table 13.6-1 ASCE 7-10 := 2.5 Component Response Modification Factor Table 13.6-1, ASCE 7-10 Z:= On Elevation of Component Point of Attachment Relative to Base §13.3.1, ASCE 7-10 h Ott Average Roof Height of Structure Relative to Base §13.3.1, ASCE 7-10 Minimum Seismic Design Force Fp.min = 0 3 SOS p Wp Fp.min = 1066 2lbf Eq 13.3-3, ASCE 7-10 Maximum Seismic Design Force Fp.max := 1 6 SOS p Wp Fp.max = 5686 41b1 Eq 13.3-3, ASCE 7-10 Seismic Design Force Fp = 0 RP 4 ap SOS WD (1 +2. h) F = 568 6lbf Eq 13.3-1, ASCE 7-10 IP F := F if F 5 Fp.max Fp ~t Fp.min - Fp.max it F ~t Fp.max Fp.min if F 5 Fp.min S Effective Seismic Design Force: IFp=1066.21b1 : Load Combinations (StrenRth): S S S Eh.:= p.11o.Fp Eh = 2665.5 Ibf Horizontal Seismic Load Effect Eq. 12.4-3, ASCE 7-10 Ev:0.2SDS Ev=O.4 Veritcal Seismic Load Effect Coefficient Eq. 12.4-4, ASCE 7-10 Basic Load Combination (5.): (1.2+ E)D+ Eh + L + 0.2S S §12.4.2.3, ASCE 7-10 Basic Load Combination (7.): (0.9- EV )D + Eh §12.4.2.3, ASCE. 7-10 DL5 (1.2 + E)-w DL5 = 2843 bf Component Dead Load at Load Combination 5 DL7 (0.9- E)-w DL7 = 889 Ibt Component Dead Load at Load Combination 7 9 o 16 Core States Group 201 S. Maple Ave. Ste. 300. Ambler, PA 19002 Anchoraj'e DesiRn Values: ASSUMPTIONS: Chase Bank Calculation Proposal ATM Anchorage Design Location: California Project : N/A Region: N/A Date: 8/25/2015 CalculationsBy: JPP oncrete assumed as cracked and possess a minimum compressive strength of 2,500 lb/in2 Supplementary tinforcement not considered. Minimum. member thickness of 4" at anchorage assumed per Hilti pecificatiofls. Edge distance reductions not considered., Normal-weight concrete assumed. Use 1/2"4) Hilti Kwik Bolt TZ with mm. .3-5/8" embedment 0seis 0.75 steeI 0.75 øconcrete 0.65 fc:= 2500 heft: 3.625 k 17 Nsa 107b51bf NCb (kc. Iibf INn mirsteei.Nsa) . (seis.øconcrete.Ncb)I ..lNn = 2860.Ibl Values per Hilti Specification / ACI 318-11, Appendix D seis = 1 00 steeI = 0.65' 0concrete = 0.70 kcp = 2.0 Vsa = 54951bf Vp = kcp Ncb Ivn = mIr(steei Vsa) (øseis 0concrete Vcp)j I" = 3572 ibl Values per Hilti Specification / ACI M-11, Appendix D ComñonentAnalysis in Longitudinal Direction: .. CGj:= CGi = 19.9-in . Component's Center of GravityRelative to Fulcrum Point in Longitudinal Direction C := 31 .93in q = 31 .93.jn Anchor Bolt Distance from Fulcrum Point in Longitudinal Direction 1 .5Eh.(J - DL7.cG1 . . -. TI := I lTi= 1658 41bf Required Tension of Single Anchor Resisting Overturning Eh VI = lvi = 666 41bf Required Shear of Single Anchor T,. INTERACTION := —) + (-J IINTERACTION = 0,46], check := if(INTERACTlON < 1 OK Not OK") Icheck = OK I ComyonentAnalysis in Transverse Direction: . . CGt CG1 =20.86.in Component's Center of Gravity Relative to Fulcrum Point in Transverse Direction c 4.64in ct = 4.64. in Anchor Bolt Distance from Fulcrum Point in Transverse Direction.' at := 30.87in St = 30.87-in Anchor Bolt-to-Bolt Spacing in Transverse Direction 1 .5Eh.() - DL7.031 . . . Tt = Ct + t ITt = 1479 1 Ibf I Required Tension of Single Anchor Resisting Overturning 2 -Furthest single bolt assumed to resist overturning (Cons.) Eh Vt = - Vt = 666 41b1 I Required Shear of Single Anchor . V INTERACTION Tt ONn(--.j + IINTERACTION = 0.39 1 check :=. if(INTERAcTION < 1 .0K' ."Not OK") [check = "OK" l lOofl6 . FOR REFERENCE ONLY CHASEO RETAIL DISTRIBUTION NETWORK SIDE CARS ARE OPTIONAL HIGHEST POINT OF ANY OPERABLE FEATURE LOWEST POINT OF ANY OPERABLE FEATURE eATM EQUIPMENT ELEVATIONS LINE OF WALL OR MILLWORK BEHIND eATM - MILLWORK TRIM KIT TO CONCEAL UTILITIES (1)DUPLEX ELEC. OUTLET, (1) -' SINGLE-PORT DATA OUTLET AND (1) SECURITY TERMINAL CONCEAL CONNECTIONS ONCUSTOMERSIDE 9 . WALL-MOUNT eATM - a- SECURITY KEYPAD (#9) IMMEDIATELY ADJACENT TO PERIMETER KEYPAD (#2) NOTES: l.-WEIGHT: UNIT 742'lB CASH 35 LB QT-ALrol)7,7it[BI UNIT IS ABLE TO BE ANCHORED TO THE FLOOR WHERE REQUIRED VERIFY STRUCTURAL REQUIREMENTS IF PLACED OVER A BASEMENT eATM ELECTRICAL PLAN I eATM v3.0 FLOOR PLAN Confidentiat JPMorgan Chase Bank, N.A. Propriétàr Information, • 2015-02-26 PAGE 5.2 E vs U — Chapter3. ATM Dimensions Weight & Dimensions of MX8200QT - Core system : 1157 lbs (525kg), when CSM not installed Coin Side Car (LEFT) :143 lbs (65kg) - 3 CCIM Side Car (RIGHT): 275 lbs (125kg) CPENDIX - eATM 3.0 lnstallatioñ Manual, CiS (4 3-2 0 2014 Nautilus Hyosung Inc All Rights Reserved NAUTILUS HYOSUNG '1 4 3-14 I APP~-MMTM Chapter3. ATM Dimensions In aly' ATM Installation with Anchor Bolts Locate Sheet Bolting down the MX82000T To bolt down the MX82000T using the Anchor Bolt Location Sheet (template), perform the following steps: Ensure that the surface where the MX82000T is to be placed Is level so that the unit will not tip over when opening the upper/lower modules or the door. Place the anchor bolt location sheet where the MX82000T is to be installed: Drill the correct diameter and depth holes at the locations marked on the sheet. With the groove of the anchor bolt facing up', drive the anchors Into the holes drilled in step 3. Place the MX82000T On, the bolt location sheet, matching the mounting holes of the unit with the anchors. 8. Firmly tighten the mounting bolts in the anchors. Anchor bolts location sheet sample \tJ 4,1y3ih1060.omm) , St • '30'87ih'(I84Omm) 6221nch(I5 0mm) 14 57tr1ch (370 0mm) 13 58inch (345 0mm) 4 E... Et —-E— BACK -- ----------------- - -, _p.. = Anchor hole 62O.O/. (O I rz _______ C41 _F IAnor Setting ft 4%J Makf 8 anchor hole:;. :'1 nor- th ATM rachine fix.d ,he labl so that anchor hols Iin1 up according to the picture.. FRONT ftGt,r Pi-tA L' 2014 Nautilus Hyosung Inc. All Rights Reserved. • NAUTILUS HYOSUNG p Chapter3. ATM Dimensions System Layout lkw Tho Fnllnwinr. di,nr,me +h RAVQIfT CHASE j RETAIL DESIGN COMMUNICATION NUMBER: 15-002-RI ORIGINAL ISSUE DATE: 03/27/2015 CURRENT UPDATE ISSUED: 03/27/2015 EFFECTIVE DATE: Immediately EATMV3.O THE ACTIONS DESCRIBED BELOW MAY APPLY TO THE FOLLOWING: PROJECT TYPE: LJ New Build Z Retrofit Z CPC PROJECT SUB-TYPE: Z Freestanding In-Line/End Cap Z In-Store ISSUE SUMMARY: This document is being issued to clarify the design intent and detailing related to the integration of eATM v3:0 units in branch environments. RI revisions (highlighted in BLUE italics within this document): RECEIVED Adjustments to Security requirements eATM v3.0 Specifications: JUL 12 2016 Manufacturer: Nautilus Hyosung CITY OF CARLSE AD Product: MX8200QT S BUILDING DIVISI )N Size: Per attached drawings Weight: Varies by configuration Dead Load (Coin Sidecar + Main Body + CCiM Sidecar): 1600 lbs. Dead Load (Main Body + CCiM Sidecar): 1455 lbs. Live Load (Cash): 36 lbs. Live Load, (Coin): 18 lbs. Live Load (Checks): 3 lbs. Live Load (Receipt Paper): 1 lb. eATM v3.0 Power Transition Box Specifications: Manufacturer: CBBE Product: Custom for Chase Size: Per attached drawings Installed by: GC Deployment Guidelines: eATM v3.0 units are available as a design option for integrating automated transaction capabilities into branch environments moving forward. The current deployment strategy is to utilize eATM v3.0 units primarily in existing branch environments where spatial, logistical and/or financial factOrs favor the front-loaded, direct- connect capabilities offered by this device. Freestanding eATM v2.5.5 units are still the preferred eATM device for New Build projects, as well as Retrofit projects where the existing conditions and project budget will accommodate. The eATM v3.0 is designed with a central Main Body and two flanking accessory Sidecar units: The device can deployed with one, both or neither sidecar. The final configuration for each deployment shall be determined by the Chase Branch & ATM Innovations team as communicated in the eATM Planning List distributed by that team. Placement Guidelines: The front-loading configuration of the eATM v3.0, along with the direct-connect format of the power/data feeds at the rear of the device make it ideal for backing up against a teller line or wall. Due to direct-connect format of the power/data feeds at the rear of the device, a pre-fabricated Power Transition Box has been developed to provide a secure and aesthetically pleasing means This document and any attachments contain confidential and or legally privileged information intended for a specific purpose, and is protected by law. Any disclosure, copying, or distribution of this message, or the taking of any action based on it, is strictly prohibited. RDC15-002-R1 _Page lofll : ,.- - ,. •1 • ,., - CHASE J , RETAIL DESIGN COMMUNICATION NUMBER: 15-002-RI -• '-"'. - ORIGINAL ISSUE DATE: . ' - 03/27I2015 CURRENT UPDATE ISSUED 03/27/2015 EFFECTIVE DATE Immediately 'ISSUE SUMMARY (CONTINUED) This document and any attachments contain confidential and or legally privileged information intended for a specific purpose, and is protected by law. Any disclosure, copying, or distribution of this message, or the taking of any action based on it, is strictly prohibited. - . - RDC 15-002-Ri_Page 2 of 11 , a, RETAIL DESIGN COMMUNICATION NUMBER: .' 15-002-RI ORIGINAL ISSUE DATE: 03/27/2015 CURRENT UPDATE ISSUED: 03/27/2015 EFFECTIVE DATE: Immediately ISSUE SUMMARY (CONTINUED): facilitate service calls. A phone at an access bar, banker desk, etc. fulfills this requirement. Product Points of Contact Product Manager: Emma Donaho, emma.I.donahochase.com, (614) 213-4564 Deployment Manager: Michelle Buffington, michelle.I.buffingtonjpmchase.com, (614) 213-770 ACTION: Chase Designer: Incorporate eATM v3.0 units into floor plans moving forward per the Deployment and Placement Guidelines provided above. Architect of Record: Prepare the necessary Construction Documents to convey the design intent conveyed within this document and reflected in the approved plan provided by the Chase Designer. Refer to the attached drawings and equipment specifications for additional information. Project Manager: Provide the necessary support to the GC such that the work of the Equipment Vendor and the associated Chase teams is properly coordinated to ensure the work is executed as conveyed in the Construction Documents. Facility Manager: For eATMs planned for vendor servicing, arrange to have ten (10) additional keys provided to facilitate branch access as required for the eATM service vendor. General Contractor: Coordinate the work of subcontractors and other vendors affected by the installation of the proposed equipment IMPLEMENTATION: These actions shall be implemented on projects that have yet to reach the following milestones (as of the issue date of this Communication): Li CDs Complete LI Bidding Complete Z Product(s) Ordered LI Construction Complete LI Branch Opening 0 Retrofit All Projects IMPACT TO COSTS: ITBD Please feel free to contact me directly with any questions related to this communication. Keith Allan Janda Architect, LEED© AP cHAsEO Vice President • National Prototype Manager 105. Dearborn Street, Floor 15,Chicago, Illinois 60603 • P: 312.325.5036. F: 312.604.7833 keith.a.iandachase.com This document and any attachments contain confidential and or legally privileged information intended for a specific purpose, and is protected by law. Any disclosure, copying, or distribution of this message, or the taking of any action based on it, is strictly prohibited. RDC 15-002-R1_Page3of 11 I 'i OF eATM & * TELLER WDW Fs~ .. - - I EXIST. TELLER t r EXIST. TELLER MILLWORK OR MILLWORKOR WALLBEHIND- WALLBEHIND- VERIFY IN FIELD VERIFY IN FIELD eATM CENTER Lt) 0 TRIM KIT 'III TRIM KIT eATM OPTIONAL eATMELEC&DATA . . SIDE CARS CORE UNIT CTIONS LIL 11 --- TRIM KIT BEHIND -. REAR ELEVATION SIDE ELEVATION . . . FRONT ELEVATION 1 1 DUPLEX ELEC. OUTLET 1 EXIST. TELLER MILLWORK OR WALL SINGLE-PORT DATA OUTLET 0 BEHIND - VERIFY IN FIELD AND (1) SECURITY TERMINAL - - - CONCEAL CONNECTIONS _L ON CUSTOMER SIDE USE EXIST. TELLER LINE LOCATE eATM v3.0 ADJACENT TO 5 TELLER MILLWORK OR WALL - RACEWAY WHERE POSSIBLE IR2~5~411m I E 1 1 A'' REFER TO DETAILS FOR ADDL. INFO. WALL-MOUNT eATM c) SECURITY KEYPAD (#9) _j eATM CENTER CORE UNIT IMMEDIATELY ADJACENT TO PERIMETER KEYPAD (#2) eATM OPTIONAL SIDE CARS (J5 PROVIDE BLUE PENDANT LIGHT I I FIXTURE ABOVE eATM WHERE Li I / eATM IS INSTALLED ADJACENT TO j * L. WALL BEHIND ONLY 0 • -. 11 '11 I 0 35 3/4" —CAMERA(S) AT 94 AFF CAPTURING c. OF eATM & I Wd'— eATM VAULTS & CUSTOMERS - - TELLER WDW DATA ELEC. PLAN 4 eATM V3.0 PLANS ~21 1/4' = li_oil - - - ESIGN STANDARD DATE DESIGNER AREA SCALE C I"IA5 E 4i eATM v3.0 03.13.15 NS&PT N/A 1/4'=1 0 - - .RDC 15-002-R1_Page4of 11 * - 0 1' 2' 4' ' 8 5/8" FLEXIBLE FILLER ADHERED TO (3) / EDGES OF MDF ENCLOSURE - / 6 / ABUTTING eATM (EPDMCELLULAR / 4 / RUBBER WEATHER STRIP OR EQ.) I/I IR2.5 / / - EXIST. TELLER MILIWORK- / 7 VE( IN FIELD 2" MIN. / _/. / - 3/4" BLACK MELAMINE ENCLOSURE. COORD. DEPTH SO THAT eATM / CLEARS FARTHEST TELLER — Ci \ 7 MILLWORK PROJECTION I II , , ,-4"I-DIA. OPG. THRU TELLER 1111 MILLWORK WALL TO ACCOMMODATE - 1111 eATM ELEC. I DATA CONNECTIONS- COORD. v3.0 LOCATION wI EXIST. RACEWAY I 111 - VERIFY LOCATION OF EXIST. EEC! - - DATA RACEWAY IN FIELD 7 v3.0 TRIM KIT — SECTION IR2.5 1/2" = 1-0" - rL OF A — -- ------ cSTELLER WDW ------ 4"4I- DIA. OPG. THRU TELLER -•-•- - - - - - . ______ MILLWORKWAILTOACCOMMOOATE r — ELEC. I DATA CONNECTIONS - COORD. - LOCATION WI EXIST. RACEWAY OUTLINE OF eATM BEYOND ILl 314 BLACK THERMALLY-FUSED MELAMINE ENCLOSURE w/ REMOVABLE y — - TO SIDE PANELS) B eATM \ I TELLER LINE COUNTERTOP ABOVE 0v3.0 4'+/. DIA. OPG. THRU TELLER - U p \.I 5/8" FLEXIBLE FILLER ADHERED TO (3) MILLWORK WALL TO ACCOMMODATE II o EDGES OF MELAMINE ENCLOSURE ELEC.IDATACONNECTIONS - COORO. II V I \ ABUTTING eATM (EPDMCELLULAR LOCATION WI EXIST. RACEWAY ) I \ RUBBER WEATHER STRIP OR EQ.) - _- CONT. 2x BLOCKING AT FACE OF CONCEAL eATM ELECJ OArJ MILLWORK 10 SUPPORT SIDE PANELS DATA/ SECURITY WIRING FASTENERS 11,411 nn _____________________ - VERIFY LOCATION INFIELD --P- . QOF eATM & - TELLER WOW 1. v3.0 TRIMKIT — SECTION ('i\ v3.0 TRIM KIT- PLAN \I9) 1/2" = 1 '-0" s.IR25! 1/2" = 1' 0" CF4ASE eATM v3.0 TRIM KIT DETAILS 031315 DDESIGN STANDARD DATE ENER AREA RDC 15-002-R1Page5of 11 - 012 4' . 8' SW UISSUED I DCV. Approved pate By BUILDING 7///(, PLANNING LP ENGINEERING FIRE Expedite? V N -7'1 f-; (4' p Al DIGItAL FILES Required? V . N HazMat APCD Health Forms/Fees . Sent ' Recd Due? By Endna , . Y N - Fire , ' V N HazHealthARCD , . y N PE&M , . -. v N.': School ' , ' ' V N Sewer - ,,, V N. Stormwater ', ' V N Special Inspection ' - V N CFD:Y N ' LandUse: Deosity. lmpArea: FY: Annex: Factor: - PFF: V N , Comments Date ' Date Date " ' Date Building - Planning Engineering Fire Need? Li c6,10 34one - /0 Done 0Done 0 Done .4 --7-1-2 -1 'r•I\ PtC ) FinaJInspethonrequiredby. ?-\ Q Plan 0 CM&I 'U Fire U.