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Home My WebLink About2610 EL CAMINO REAL; A; CBC2022-0099; PermitBuilding Permit Finaled Commercial Permit Print Date: 10/19/2022 Job Address: 2610 EL CAMINO REAL, # A, CARLSBAD, CA 92008-1214 ( City of Carlsbad Permit No: CBC2022-0099 Status: Closed -Finaled Permit Type: BLDG-Commercial 1670307600 $69,765.00 Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: B #of Dwelling Units: Track#: Lot#: Project#: Plan#: Bedrooms: Bathrooms: Construction Type:VB Orig. Plan Check#: Occupant Load: 27 Plan Check#: Code Edition: 2019 Sprinkled: No Project Title: Description: MY POINT CREDIT UNION: 1,500 SF T.I. Applicant: KJ INTERIORS KAREN JORGENSEN 5049 VERBA ANITA WAY SAN DIEGO, CA 92115 (619) 796-8973 FEE BUILDING PLAN CHECK Property Owner: PLAZA SOUTH LLC ROBIN BEALE CAMERON 10721 TREENA ST, # 200 SAN DIEGO, CA 92131-1081 (619) 469-3600 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -NON-STRUCTURAL SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $1,728.73 Total Payments To Date: $1,728.73 Applied: Issued: Finaled Close Out: 03/21/2022 06/23/2022 10/19/2022 Final Inspection: 10/14/2022 INSPECTOR: Kersch, Tim Contractor: JAMES DOWLING CONSTRUCTION INC 10960 WHEATLANDS AVE, # STE 105 SANTEE, CA 92071-5617 (858) 277-7988 Balance Due: AMOUNT $551.20 $194.00 $98.00 $15.00 $848.00 $3.00 $19.53 $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. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ~ City of Carlsbad Job Address 2610 El Camino Real Tenant Name#: My Point Credit Union Year Built: 1079 Occupancy:._B __ _ COMMERCIAL BUILDING PERMIT APPLICATION B-2 p I an Che Ck (f;;c d o;;zJ -CJ CR Est. Value $ lo 1, ·705- PC Deposit Date Suite:_A ____ APN: 167 030 76 00 Lot #:. ____ Year Built: _1_9_79 _______ _ Construction Type: VB Fire sprinklersQYES0NO A/C:QYESO)NO BRIEF DESCRIPTION OF WORK: Renovate existing suite for a new credit union branch. Demo non bearing partitons, elec.&.plumbing. New non bearing partitions, lighting, elec. & plumbing. D Addition/New: ____________ New SF and Use, __________ .New SF and Use ______ SF Deck, _______ SF Patio Cover, ________ SF Other (Specify) ___ _ liJTenant Improvement: _____ SF, Existing Use: _______ Proposed Use: ______ _ 1.soo SF, Existing Use: B Proposed Use: _B _____ _ D Other:----------------------------------- PRIMARY APPLICANT Name: Karen Jorgensen Address:5049 Verba Anita Way State:_C_A __ .Zip: 92115 PROPERTY OWNER Name: Plaza South LLC Address: 10721 Treena St. #200 City: San Diego State:CA Zip:_9_2_13_1 __ _ City: San Diego Phone: 619 796-8973 Phone: ___________________ _ Email: kjorgensen255@gmail.com Email: ___________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: _________________ Business Name: Dowling Construction, Inc. Address: Address: 10960 Wheatlands Ave., Ste. 105 City: _______ state: ___ .Zip: _____ City:Santee State:_C_A __ .Zip: 92071 Phone: Phone:858 277-7988 Email: Email: gaylej@dowlingconst.com Architect State License: CSLB License #:_7_56_8_0_9 _____ Class:_8 ______ _ Carlsbad Business License# (Required):_1_22_0_2_94 ____ _ APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Karen Jorgensen 03/11/2022 SIGN: ----------DATE:------- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 REV. 10/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING IHIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. ( OPTION A): _LJ_(:EJ'i?ED CONTRACTORJ2_E_!;_LAfl_AI[Qlll_: I hereby affirm under penalty of perjury that I am I icensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following dec/arations(CHOOSE ONE): DI have and wm maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. PolicyNo. ____________________________________ _ -OR- ~ I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: c'=N=s=u=R=A=N=C=E=c=o=·=o=F_T=H=E=W=E=ST ______________ _ Policy No. wso 5037612 04 Expiration Date: _0_91_0_11_20_2_2 _____________ _ -OR- D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. C:QNSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued {Sec. 3097 (i) Civil Code). Lender's Name: lender's Address: ______ _ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentiolly existing detail with;n these plans inconsistent with the site pion are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated ;s true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on·site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their constru tion, unless otherwise noted. NAME (PRINT): Shelby Ballow SIGNATURE: DATE: 03/14/2022 Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 0 l, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through h[s own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, 0 FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below! acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as un owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 70440[ the Business and Professions Code, is available upon request when this application is submitted or at the following Website: http:l lwww.leginfo.ca.gov/calaw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction ond may be required to be altered or removed. The city's approval of the application is br1sed on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of eoch building as stated is true and correct; all easements and other encumbrances to development hove been accurately shown and labeled as well as all on-site grading/site preparation All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build_inp-J!:!ltar!~bJdc.o.gqv 2 REV. 10/21 PERMIT INSPECTION HISTORY for (CBC2022-0099) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 03/21/2022 Owner: PLAZA SOUTH LLC Issue Date: 06/23/2022 Subdivision: PARCEL MAP NO 08586 Expiration Date: 03/14/2023 Address: 2610 EL CAMINO REAL, # A CARLSBAD, CA 92008-1214 IVR Number: 39438 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 10114/2022 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS 10/14/2022 BLDG-Final Inspection Checklist Item 194121-2022 COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Wednesday, October 19, 2022 Status Passed Tim Kersch Passed Yes Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Complete Page 2 of 2 Building Permit Inspection History Finaled (City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0099) Permit Type: BLDG-Commercial Application Date: 03/21/2022 Owner: PLAZA SOUTH LLC Work Class: Tenant Improvement Issue Date: 06/23/2022 Subdivision: PARCEL MAP NO 08586 Status: Closed -Finaled Expiration Date: 03/14/2023 Address: 2610 EL CAMINO REAL, # A IVR Number: 39438 CARLSBAD, CA 92008-1214 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/25/2022 07/25/2022 BLDG-14 187573-2022 Partial Pass Tim Kersch Reinspection Incomplete Frame/Steel/Bolting/We !ding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/27/2022 07/27/2022 BLDG-13 Shear 187801-2022 Passed Tim Kersch Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-22 Sewer/Water 187802-2022 Passed Tim Kersch Complete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/16/2022 08/16/2022 BLDG-85 T-Bar, Ceiling 189279-2022 Passed Tim Kersch Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency Rough combo 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 08/19/2022 08/19/2022 BLDG-17 Interior 1 89542-2022 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-44 189543-2022 Passed Tim Kersch Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/15/2022 09/15/2022 BLDG-85 T-Bar, Ceiling 191748-2022 Passed Tim Kersch Complete Grids, Overhead Wednesday, October 19, 2022 Page 1 of 2 PROJECT: STRUCTURALCALCUlATIONS ~HTK 2-6/0 EL (' /2,. flt IU o rl,e I:> L. ( M'{ pd , ..s'f) ..,/.......,,,...L.,. 1 ~:.-...::;,...,.,.=...,:;!!....l!!!: ---'----"--::.:.--"-~.1.-""--'--=-=--"---=-.,ec_:_-=-'--····· STA ENGINEERS, LLP DESIGN ASSUMPl'IQNS: CONCRETE STRENGTH AT TWENTY EIGHT DAYS: '25J'O PSI ______ PSI MASONRY: GRADE "N" CONCRETE BLOCK F ' M = MORTAR: TYPE S 1,800 PSI GROUT: 2000 PSI REINFORCING STEEL: A-615 STRUCTURAL STEEL: A-36 LUMBER: DOUGLAS FIR-LARCH JOISTS BEAMS AND POSTS STUDS SEISMIC FORCE: See calcs WIND FORCE: ~I: C'ALJ:.-.; DESIGN LOADS: ROOF DEAD LOAD ROOFING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL= SLOPING fW f;l.(tc,, ~ v p ROOF LIVE LOAD SLOPING= FLAT= GRADE 40: GRADE 60: #4 AND LESS (U.O.N.) #5 AND LARGER #2 #2 STUD OR BITTER REPORT BY: REPORT NO.: ______ _ FLOOR DEAD LOAD INT. FLOORING PLYWOOD JOISTS INSUL. & CLG. MISC. TOTAL=--~~ FLOOR LIVE LOAD INTERIOR 40 PSF SOIL EXT. BALCONY EXIT WALKWAY 60 PSF (U.O.N.) 100 PSF PRESSURE:~/ -WALL DEAD LOA( ) INTERIOR EXTERIOR 10 PSF 16 PSF These calculatlons are llmlted only to the Items Included herein, selected by the client and do not imply approval of any other portion of the structure by this office. These calculatlons are not valid If altered in any way, or not accompanied by a stamp and signature of the Engineer of Record. ,mb~ 1--~~ I ; I ar( Hazards by Location Search Information AddrNs: Coordlnatas: Elavatlon: Tlmutamp: Hazard Type: Reference Document: R18k Catagory: SlteCI••: 2610 El Camino Real, Cari8bad, CA 92010, USA 33.1773174, -117.3248595 61 ft 2022-04-15T21 :27:15.858Z Seismic ASCE7-16 II D-default Basic Parameters Name Value Deacrfptlon Ss 0.996 MCER ground motion (pariod=0.2s) s, 0.384 MCER ground motion (period•1.0a) SMs 1.195 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value Sos 0.797 Numeric seismic design value at 0.28 SA So1 • null Numeric seismic design value at 1.0s SA • See Section 11.4.8 •Additional Information Name Value Deacrfptlon soc • null Seismic design category Fa 1.2 Sita ampllftcatlon factor at 0.28 Fv • null Sita ampHflcatlon factor at 1.0a CRs 0.902 Coefficient of risk (0.2s) CR1 0.912 Coafflclent of risk (1.0a) PGA 0.435 MCEo peak ground acceleration FpGA 1.2 Site amplification factor at PGA PGAM 0.522 Site modified peak ground accalaration y TL 8 SsRT 0.996 SaUH 1.104 SaD 1.5 S1RT 0.364 S1UH 0.4 S1D 0.6 PGAd 0.5 • See Section 11 .4 .8 Long1)ariod tranaltlon period (s) Probabilistic rlsk-targatad ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance In 50 years) Factored determlnlattc acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of axceadance in 50 years) Factored datermlnlstlc acceleraUon value (1.0s-) Factored deterministic acceleration value (PGA) 7 The results indicated here DO NOT reflect any state or local amendments to the valuas or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by Iha U.S. Geological Survey Seismic Desjgn Web Seryjces. While the Information presented on this webella la believed to be correct, ATC and Its sponsors and contributors assume no responalblllty or liability for its accuracy. The material presented In the repori should not be Ul8d or relied upon for any specific appllcatlon without compatant examination and verfflcatlon of Its accuracy, aultablllty and applicability by enginaars or other licensed professionals. ATC doaa not Intend that the use of lhls lnfonnallon replace Iha sound judgment of such competent profaaalonala, having experience and knowledge in the field of practice, nor to substib.rta for Iha standard of care required of such professionals In interpreting and applying the results of the report provided by lhls website. Users of the information from this website assume al Debility arising from such usa. Use of the output of this website does not Imply approval by the governing building code bodies responsible for building coda approval and lnterpratetlon for the building site descrtbed by laUtudenongHude location In the report. N.Ew '?Jo'' (t)t~t-1~ ~ . t?.t j?~~ \,v 1£ J-.... ~ .XTei/.-c (.)(l.. '7 f+.t::.-t:..1'1. ~ '-,_. ;i1~ L;r..rJ V -:. C; w. ~ -~-.,,.. /o'-'9" -,.,---$/fc;?o.11.. ' .,._,f:;1,,., v W: b½ ( 1,~ ( ,>-p~t--+S,.I) + roo'(t~rw-)(~q) ,t .,NT. ~~(...> Vvtr-ro Luh.n w, ,J fJ 7~...n> ;::. qt-,-,,;. (J w- f2.-tr.1:-C-Ar. ..re- .ct:, =-~. j~ I ' -- c; Cr,· = Y-~,~ . ~te ~~ r~, ro1-c.cJ-v w,r-M L,i.:,i,.o ~ 1,½ ( J..G>t) (lo.~ p1) :::. 7--s/J f t~ r. < lo,s:12.. t~r. (Jl,1$. l$CJve-(L.NJ y; i MWFRS Wind Loads Job No: 22-527 ~CtiTJS ASCE7-10 Designer: Enclosed & Partla/,y Enclosed Low Rise Bul/dlfl!I, Checlcer: Notes: Date: 4/19/2022 ll1ki e.mmmm Risk C.teBO,Y II Table 1.5-1 Basic Wind Speed, V 96mph Flaure 26.S-lA Wind Dlrectlonallty Factor, K., 0.85 Table 26.6-1 E•posure category B Section 26.7 Topographic Factor, K,, 1.00 Section 26.8 Enclosura Closslftcatlon Enclosed Section 26.10 Internal Prassure Coefficient GC,. +/-0.18 Table 26.11-1 P[IHY!'.I '51affldants Roof Slope 1 /12 4.8 degrees Wall External Pressure Coefflcle~ GC,, o.ss Table 28.4-1, Surface 1 Roof External Pressure Coelllcle~ GC,, -0.10 Table 28.4-1, Surface 2 Roof External Preuure Coefflcle~ GC,r -0.48 Table 28.4-1, Surface 3 Wall External Pm5ure Coefficient GC,, -0.39 Table 2ll.4-1, Surface 4 ISD1Slilll'.l lnHMl:l lwmm1~ (&Id 1m1rnal P[!Hyl'tl glj~-1[ 1d'91 II Nm:ilHlal Helght,z K, Walls Roofs Comp & Oaddlng q, Windward Leeward Tatal•0.6 Windward Leeward Tot■l•0.6 A Pn11:•0.6 15 ft 0.70 14.0 psi 10,2 .,., -8.0 psi 10.9paf -3.9µ,,f -a.o P» o.z 11ST 1 14.3 psi 20ft 0.70 14.0psl 10.2 psi -8.0 t>i 10.9 psi -3.9psf -8.0,af o.z •>f 1 14.3psf 25 ft 0.70 14.0 osf 10.2 nsf •8.0 n,1 111.9-1 -3,9nsf -8.0p,f O,Zpd l 14.3 p,f 30ft 0.70 14,0osf 10.2 psf -8,0psl 10.9-' -3.9 psf -8.0 pS o.z .. , 1 14.3 p;f 40ft 0.76 15.2 psi 11.1 psi -8.7,,. 11.9!>'1 -4.3 psi -8.7 ps O.ZP'f 1.09 15.6 psf 50ft 0.81 16.2 p;f 11.9 psf -9.3 a• 12,7 psi -4.5 psi -9.3 05 O.Zoar 1.16 16.6 psi 60 ft 0.85 17.0 psf 12.4 psi -9.7 ps 1Upsf -4.8 psi -9.7 p,I o.z psi 1.22 17.4 psi (Roof are■ can be l!lllored If total amsure ii no.alive) Pa1e 1 of 1 '7 ~(I.. lAJ.\A...$ Lu~ i? -:::. I o, Sl1... l,t.,, btt.c fo ~1.c.. 1-y' (,.:.r; ol~ ~ I I ~x. -~ 9~{ t-J.G.i. '· ~ ()() N ev k.;6w. t ,v . fl'fl.1Jt..J -r e>r: e1. .o.v-' 1,,,1.- ilie 0 • SIMPSON Anchor Designer™ : ·1eralon 2.9.7376.6 fiin+':jl• Software • 1,Preflct lofonndPD Cu1lomer company: Customer oonblct name: Customer ••mall: Comment: 2, Input Data & Anchqr ''""""" Ganel'III Dnlgn ,,,.U,,,d:ACI 318-14 Unltl: lmparlat unltl Anchor lnformaUon: 1\1,chor type: Bonded anchor Materlal: A183 Grade B7 Dtametar (Inch): 0.825 Elfactlve Embadment depth, ho1 Qnch): 7 .500 Coda raport: ICC-ES ESR-4057 Anchor catagory: • Anchor ducllllty: Yea h .. , (lncht. 8.88 c., (Inch): 12.33 c,., (Inch): 1.75 s •• (Inch): 3.00 Recornmandod Anchor Anchor Name: SET-3G • SET-3G w/ 518"1!1 A193 Gr. B7 Coda Roport ICC-ES ESR-4057 Company: Engineer. Proiect: Address: Phone: E-mail: Project dNCl'lptlon: Locallon: Non-Baalfng Wall Anchorage F1ttenlng daocrlptlon: laa■-rtal Concrate: Nonnal-welght Concrete-•, h (Inch): 18.00 Stlte: Crackad Compra11lve atrength, r, (pol): 2500 '1',v: 1.0 Ratnforc■mant condition: B tenalon, B ahNr Supplemental ralnforoamant Not appl- Relnt'orcement provided at corner■: Yea Ignore concnate braalcout In tenalon: No Ignore concrate braekout In ahear. No Hote condition: Dry concrate lnapactlon: Parlodlc Tamparatun, range, Shattll.ong: 150/110"F Ignore 8do requl/wm■nt: Not appllcebla Build-up grout pad: YN i Data: I 4/20/2022 I Pllije: I 1/8 Input dall and rHUlta mul'l be checked far agrNtMnt with U. 1xt111ng cta.,m1t11nca1, the llllndardl and guldetln11 mual be checked for plaud,lllty. 5956 W. Lao Poallu Boulevard Plau-,mn, CA 84688 Phone: 821l.li8O.8000 Fax: 9215.IM7.3871 www.1trang11o.com SIMPSON Anchor Designer™ , • il Software 1 • ~ Version 2.9.7376.8 Load and Geometry Load factor aource: ACI 318 Section 6.3 Loed combination: not ■et Selamlc dnlgn: Ye1 Anchorl au~ to suatalned tension: Ye• Ductlllty eectlon for IBnalon: 17.2.3.4.2 not eppllcable Duetlllty uctlon for lhear: 17.2.3.5.2 not applicable Co factor: not Mt Apply entire lheer load at fl"ont row: No AnchOl'I only real1tlng wtnd and/or 1elamlc load■: No Strength level loeda: N .. [lb]: 5683 Vuu[ll]: 0 v!WI [lbJ: 14 <Flgunt 1> 0 !831b Company: I Data: I 412012022 Engineer. I Paae: 1218 Project: Addre11: Phone: E-mail: ~141b fnput dn #'id l'Nultl ml.Ill be checked faf 1g1118ffl8nt wt1h the exl11tlng dl'Clffllltan011, th• ltlnd.lrdl end guldellllll muet bl dlldcacl for pleuel)llly. 6958 w. LM POlltu Boul11111rd Pl-nton, CA 94588 Phone: 925.590.9000 Fu: 925.&47.3871 www.atranglit.com SIMPSON <Figura 2> Anchor Designer™ Software Version 2.9.7376.6 10.00 Company: Engineer: ProJeet: Addre99: Phone: E-man: 24.00 I Date: I 4120/2022 I Page: J 3/6 8 ' c,i Input data and l'NUIII muet be dtecked tor agrument wlh Iha axlttlng drcumltllnon, the ltllndards and guldalln•• muat be chlc:Md for plaulllblltty. Simpson 5958 W. LN Polltaa Boulevard P!Munton, CA 941588 Phone: 925.&e0.9000 Fu: 9215.847.3871 www.atnlngtle.com SIMPSON Anchor Designer™ Software Version 2.9. 7376.6 3. BtlYltlDA Anchor For:c,1 Company: Engineer: Project: Addreea: Phone: E-mail: Anchor Tension loed, Nua (lb) Shear load x, V,-(lb) 6583.0 Sum 6583.0 Maximum concrete compreulon min ~): 0.00 Mextmum concrete compreNlon ltreM (pel): o Reauttant tenaion force (I>): 5583 Reeutlant compreAlon forc:e (lb): 0 0.0 0.0 Eccentricity of reaul1ant tentlon forcte In x-axl1, ••~ (Inch): o.oo Eccentricity of rwultant tentlon forces In y-axl1, e'N, (Inch): 0.00 Eocentrldty of rNUltant shear forc:ea In x-axis, e'Yic (Inch): 0.00 Eccentricity of resultant 1hear forces In y-axla, e'v) (Inch): 0.00 4, "''' ltr,nath of Anchor ID ItDIIAD (ltc;, 17,4,1) N. (lb) ; ;N. (lb) 28250 0.75 21188 A, Cpnc;r,ta lrw•kavt ltrtodt Qf Anchor lo Itot!Ao (ltc;. 11,4,21 Nb-= ,W..../foh.,1•1(Eq. 17.4.2.28) ko A. fc(psl) N• (I>) 17.0 1.00 2SOO 6.667 14631 0.75;Ne • 0.75; (AM:/ A,..,) \PM,H \Po.N \PGPJIN• (Sec. 17 .3.1 & Eq. 17 A.2.1a) Shear load y, V,,., (lb) 14.0 14.0 A,.. (inZ) A-(ln2 c;..,,.. (In) \Pld,N Y"c.H Y"QJ.N N•(b) 360.00 400.00 9.00 0.970 1.00 1.000 I, AdbtllYI ltr,09th QfAnchor ID Itnlloo (ltc, 17,4,5) n.cr = fll,J--,,X.(fol 2,500)D t.l'N._. n:.r(peQ ,_ K.. a/# ... r. (pai) n 1356 1.00 1.00 1.00 2500 0.24 N. • .t.r.-lldah-,(Eq. 17.4.5.2) Aa "-(pti) d, (In) h-,(ln) N .. (lb) 1.00 1356 0.63 7.500 19969 0.76;N. • 0.75-(AMP/ A-)Y,..,_,... v:-....,.Nbo (Sec. 17.3.1 & Eq. 17.4.5.1a) AHo (ln2) AHio (lnZ) CNa (In) c....., (In) y,..,.. 307.10 307.10 8.78 9.00 1.000 1.000 ;N-= 0.55;N.u (Eq. 17 .3.1.2) ; NM(lb) ;N-(lb) 0.8!5 19989 7139 14631 n:.r{pll) 1358 Nfl()(lb) 19969 t Date: I 4120/2022 I Page: 1416 Sheer load combined, ..JCV-r+:(V..,y (lb) 14.0 14.0 ; 0.65 8227 ; 0.75;Na (lb) 0.65 9735 Input di.Ill Incl INUlla mutt be checkld ror agl'NIT'Mllrt with the exlltlng clrcumatanCH, the a111ndard• and guldellne1 fflUlt be c:htdclNI tar plllUllbUlty. Simpson Strong-Tie Company Inc. 5958 W. L.11 Po11t111 Boulevard Pleaunton, CA 114588 Phone: 925.560.9000 Fu: 825.&47.3871 www.llronQlle.com SIMPSON Anchor Designer™ Software Version 2.9.7376.6 a, ltftl ltmodl of AnchQ, lo lbur (ltc, 11,1,1) Company: Engineer: Project: Addre .. : Phone: E-mall: v. (lb) ~ ; av.,.. ~ .... ;V.(lb) 18950 0.8 0.65 0.75 8811 R, Cpncr,tt Braakqut lktnqth pf Anchqr ID Shur (SIG, 17,5,Z) ShNr pe,pend/cular to -,,e In y-dlrectJon: Va, = mlnl'7(le/ d.'f.2,,/daA.e✓f.c.11.1; 9~../r.c.11.11 (Eq. 17.5.2.2a & Eq. 17 .5.2.2b) le (In) d. (In) ~ f'o (pal) c.1 (In) Ve, (lb) 6.00 0.825 1.00 2500 12.00 17434 ;v.-•;(Av./Av.o)lf'..ivY'c.v¥\vVA1(Sec.17.3.1 &Eq.17.5.2.1e) Av. (In') AVco (ln1) Y'..iv lf',v ¥\v V0y (lb) 324.00 648.00 0.850 1.000 1.000 17434 ShNr ,,_,.,,., to edge In ,-direction: Vu= mln(7(t.1d.)'.2,,/daA.e✓f'.c.11•8; 9~✓r.c.,ul (Eq.17.5.2.2a & Eq. 17.5.2.2b) I. (In) d. (In) Ae f'c (psi) c.1 (In) v., (lb) 6.00 0.826 1.00 2500 9.00 11324 ;v 111,y ■; (2)(A11cl Av.o) !P..,,vl.",v¥\vVu (Sec. 17.3.1, 17.5.2.1(c) & Eq. 17.5.2.1a) A"" (in2) Av.o (ln2) IPed.V !P'o,v ft,v Vu (lb) 317.25 364.50 1.000 1.000 1.000 11324 10, Concl'III prypyt 8tn09th pf Anchor ID lbtl[ (Stc, 17,1,3) I Date: I 4120/2022 I Page: I 6/6 ;V.-(lb) 0.70 5187 ; ;v-,(lb) 0.70 13798 ;v. = ;rnlnlk.,N.; k•N.•I • ;mlnj/rq,(AMt/ ANe0)Y',.,. lP~N11a; k•(ANI/ A-)F-.H'l"c.NY'.,NN•I (Sec. 17.3.1 & Eq. 17.5.3.1&) k• A... (In') A-(ln2) y,._,_ y,...,,_ N. (lb) N. (lb) 2.0 307.10 307.10 1.000 1.000 19969 19989 A111: (ln2) A,.. (In') lf"-.N l."o,N lf"ci,,N Ni,(b) Ndt(lb) 380.00 400.00 0.970 1.000 1.000 14831 12773 ll, RHufll lntanctlan of I101ll1 1011 11111, Ears• (See. U,I,) Tension Fectored Loed, Nua (lb) DNlgn Strength, •N• (lb) Ratio Steel 5S83 21188 0.28 Concrete breakout ISU 1227 O.IO Mhnlve 5583 9735 0.57 Mhealve (sustained) 5583 7139 0.78 Shear Factor9d Load, V,. (lb) Dellgn Strength, •lln (lb) Ratio StNI 14 6811 0.00 T Concreta breakout y+ 14 1117 o:oo II Concrete b,..kout x-14 137N o.oo Pryout 14 17882 0.00 ; 0.70 ;v. (lb) 17882 Stan. Pa11 P .. a(Oowma) Pus Paa Statua Paa Pua(Gov.ma) Pu1 (GowrM) Pau Input dMII Ind rNulll muat be CMCked for agrNment wNh the exlatln; ctrc:umatance1. the ltanderd1 and guldelllft mu.I be checud for plau111111ty. 5958 W. LN Podaa Boulevard Pl .. unton, CA 84588 Phone: 925.580.9000 Fex: 925.847.3871 -.atronglle.com SIMPSON • Anchor Designer™ Software Version 2.8. 7376.6 Interaction check N..t;Nn See.17.8 .. 1 0.90 0.00 Company; Engineer; Project; Address: Phone: E-mall: Combined Ratio 89.7% Perml11lble 1.0 8ET-30w/ 118"9A.113 Gr. B7wlth hef• 7.500 Inch r..-ets the ulect.d design crtt.rta. 12. wtrnloa• I Date: I 4/20/2022 I Page; j 816 Statue Pus -Par dMfoner Input, 1he tenllle component of the mngth-lewl a1r1hquake force applied to anchors doe• not exceed 20 percent of the total factored anchor tan1lle force uaoclllled with 1he 11me load combination. Therefore the ductlllty Nqulremen1a of ACI 318 17.2.3.4.2 for tenalon need not be 1atllfled -dHlgner lo verify. -Per dNlgner Input, the ahem' component of tha mngth-level earthquake force applled to anchors does not exceed 20 percent of the total factored anchor lheer force aaaoc:lated with the same load combination. Therefore the ductillty Nqunmentl of ACI 318 17.2.3.S.2 for ahear need not be 1atiafted -deelgner to vwlfy. -De1tgner muat exerclN own judgement to determine If this dellgn 11 eultable. -Refer to manufacturer'• product literature for hole clNnlng and ln1tallatlon lnatructlon1. Input dlta and rNUlla mult be checked for ag,-nent with the IXll1lng clrcUfflltllncN, thtl 11111ndard1 and guldellnu mult be checked for plau1lbllty. Simpson Strano-Ti• Company Inc. 5958 W. Ln Polftaa Boulevard Pl-,iton, CA 94588 Phone: 925.580.9000 Fo: 925.847.3871 __ ,tronglle,com PROJECT Performance Air Systems Inc. (619) 733-9695 AIR BALANCING REPORT _M~y=P~01=·n~tC~U~C=ar=ls=b=ad~----------PAGE _____ OF ~3 __ _ SUBMITTED BY _G=ary~T=err=e=ll~-------------DATE 10-13-2022 UNIT NO. AC-IE MANUFACTURER Brvant TYPE& SIZE 4 Ton Heat Pump DIRECT DRJVE □ V-BELT DRIVE □ Package Unit FAN MOTOR CFM SP RPM AMPS VOLTS RPM HP RATED 1600 ACTUAL -+ DUCT SYSTEM AREA SERVED All Occul'ied Areas SUPPLY □ RETURN □ INSTRUMENTS EXHAUST □ ROOM TYPE OF SIZE FREE VEL ACTUAL REQ'D NO. OUTLET IN. AREA FPM CFM CFM REMARKS FT2 200 Supply 12x6 161 153 200 Supply 12x6 158 153 200 Supply 12x6 150 153 200 Supply 12x6 147 153 200 Supply 12x6 144 153 200 Supply 12x6 148 153 200 Supply 6" 97 100 PROJECT Performance Air Systems Inc. (619) 733-9695 AIR BALANCING REPORT _M~y_P_oi_nt_C_U_C_ar_ls_ba_d ___________ PAGE _2 ____ OF _3 __ _ SUBMITTED BY ~G=a~T~err=e=ll~-------------DATE 10-13-2022 UNIT NO. AC-IE MANUFACTURER Brvant TYPE & SIZE 4 Ton Heat Pump DIRECT DRIVE □ V-BELTDRJVE □ Package Unit FAN MOTOR CFM SP RPM AMPS VOLTS RPM HP RATED 1600 ACTUAL -+ DUCT SYSTEM AREA SERVED All OccuQied Areas SUPPLY □ RETURN □ INSTRUMENTS EXHAUST □ ROOM TYPE OF SIZE FREE VEL ACTUAL REQ'D NO. OUTLET IN. AREA FPM CFM CFM REMARKS FT2 201 Supply 8" 144 140 202 Supply 6" 93 l00 203 Supply 6" 96 l00 204 Supply 6" 84 80 205 Exhaust 6" 88 80 206 Exhaust 8" 146 150 206 Supply 8" 155 160 207 NA NA NA NA 208 NA NA NA NA PROJECT Performance Air Systems Inc. (619) 733-9695 AIR BALANCING REPORT _,M"--"-y"°-P"'oi"'-nt:..cCe..:Uc:....:ccC,,,ar-"'lsocba,:,cd:...._ __________ PAGE ---'3'--------OF ---'3'------~ SUBMITTED BY ~G~a L..!.T~err~eecll.__ _____________ DA TE I 0-13-2022 UNIT NO. FC-1 MANUFACTURER ACPRO TYPE&SIZE 12,000btu Ductless DIRECT DRIVE □ V-BELT DRIVE □ Mini Snlit FAN MOTOR CFM SP RPM AMPS VOLTS RPM HP RATED 400 ACTUAL -+ DUCT SYSTEM AREA SERVED Server/Data room 210 SUPPLY □ RETURN □ INSTRUMENTS EXHAUST □ ROOM TYPE OF SIZE FREE VEL ACTUAL REQ'D NO. OUTLET IN. AREA FPM CFM CFM REMARKS FT2 210 Fan Coil NA 411 400 Hazardous Materials Questionnaire Record ID#: Not in System Plan Check #: DEH2022-HHMBP-011337 County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA 92112-9261 (858) 505-6700 (BOO) 253-9933 www.sdcrl,•i q.or~ Business Name Business Contact Aaron Sheiley Telephone # Plan File # My Point Credit Union (858) 268-7237 Project Address 2610 El Camino Real, SUITE# A City Carlsbad State CA Zip Code 92010 APN # 1670307600 Applicant AppHcant E-Mail Applicant Telephone# Karen L Jorgensen kjoqy:Pse112[i'.,,~1qmc11l.um1 (619) 268-7237 The following questions represent the facility's activities, NOT the specific project description. PART I· FIRE DEPARTMENT -HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected, Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: B □ Explosive or Blasting Agents □ Compressed Gases □ □ Flammable/Combustible Liquids Flammable Solids □ Organic Peroxides □ Oxidizers D Pyrophorics □ Unstable Reactives Facility's Square Footage (including proposed project): 1500 □ Water Reactives D Corrosives □ Cryogenics □ Other Health Hazards □ □ Highly Toxic or Toxic Materials Radioactives □ None of These PART II· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH • HAZARDOUS..MATERIALS DIVISION {HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, In person at 5500 Overland Ave., Suite 110, San Diego, CA 92123, or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: li.:r1 ... 2n22 YES NO 1. 2 3 4. 5. 6. 7. 8. □ [i'J □ [i'J □ □ □ □ □ □ Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, or 200 cubic feet? Will your business handle carcinogens or reproductive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). □ CalARP Exempt ·0 CalARP Required . D CalARP Complete AP PART Ill· SAN PI.E.G.~_U.fHY AlflfO..LLIJTIQN_CQNTROL DISTRICT fAPCD)~ If the answer to Question #1 is 'Yes' and the answer to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If the answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information 1. 2. 3. 4 YES NO I><; □ !l<. □ ., □ i!'J □ Wilt any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be reqwred.) Has a survey been performed to determine the presence of asbestos containing materials? Will the project involve handling or disturbance of any asbestos containing materials? Will the project involve the removal of any load supporting structural member? 5. 6 □ □ [i'J Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at ll!liJ :•->i\/v'N ~<LlfJ:it L)l(J:,r:(t;•!,l('\C;/p(~I 11111'.-; f"'.f (ANSWER ONLY IF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at hllp ,,··,\•\\·,v.('/h! l-<l.'.lt1•J,.!'(·:/_,i-l1 for public and private schools or contact the appropriate school district. Briefly describe business activities: Credit Union branch Office space Briefly describe proposed project: Renovate an existing suite. New partitions, restroom, doors, elec. & lighting. ATM installation I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. !El; Fees Acknowledged: ~ Karen Jorgensen 3/17/2022 Name of Owner or Aulhoriz.ed Agent Date FOR OFFICIAL USE ONLY FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: ___________ _ EXEMPT OR NO FURTHER INFORMATION RELEASED FOR BUILDING PERMIT BUT NOT FOR RELEASED FOR OCCUPANCY REQUIRED OCCUPANCY COUNTY-HMO* APCD COUNTY-HMO APCD COUNTY-HMO APCD Ii//··• ·····>,,\, . i l ,, (' I \, .. ·· .. · .. // . . : *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may stilt apply. DEHQ HMO HMBP Questionnaire v 2.0 (8/2021) Printed-on: 4rll2022@ 11:55 AM