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HomeMy WebLinkAbout2261 COSMOS CT; ; CBC2022-0280; PermitBuilding Permit Finaled Commercial Permit Print Date: 03/20/2023 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: 2261 COSMOS CT, CARLSBAD, CA 92011-1517 BLDG-Commercial Work Class: 2130504000 Track#: $739,233.00 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Project Title: YMCA GYMNASTICS Tenant-Improvement DEV2022-0044 Description: YMCA GYMNASTICS: (12,825 SF) Tl PARTITIONS,MECH,ELEC,PLUM Applicant: RBN DESIGNER TARA NORTON 5090 SHOREHAM PL, # 100 SAN DIEGO, CA 92122-5934 (619) 297-1011 FEE BUILDING PLAN CHECK Property Owner: BURKE COSMOS LLC 2261 COSMOS CT CARLSBAD, CA 92011-1517 BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -STRUCTURAL FIRE A-2 & A-3 Occupancies -Tl SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) TRAFFIC IMPACT Commercial-Industrial Outside CFO Total Fees: $41,235.45 Total Payments To Date: $41,235.45 Permit No: Status: (city of Carlsbad CBC2022-0280 Closed -Fina led Applied: 08/11/2022 Issued: 12/06/2022 Finaled Close Out: 03/20/2023 Final Inspection: 02/16/2023 INSPECTOR: de Roggenbuke, Dirk Balance Due: Maldonado, Adalmira AMOUNT $1,441.21 $194.00 $98.00 $16.00 $2,217.25 $744.00 $30.00 $206.99 $36,288.00 $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 fr' City of Carlsbad Job Address 2261 Cosmos Court COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check Est. Value PC Deposit Date Suite: APN: 213-oso-40-00 ----- Tenant Name #: YMCA Gymnastics Lot#: 1 Year Built: 1984 -------------------------------- Year Built:_1_98_4 __ Occupancy:_8 __ _ Construction Type:_v__ Fire sprinlclers:0YES{)NO A/C:q}YESO)NO B~IEF DESCRIPTION OF WORK: Tenant improvement to include demolition, mechanical, plumbing. electrical, and structural D Addition/New: ____________ New SF and Use, __________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ ~Tenant Improvement: _____ SF, -17., ~2. $" SF, D Other: C tJY'vJ ~J PRIMARY APPLICANT Name: RBN Design Address: 5090 Shoreham Pl Suite 100 City: San Diego State:._c_A ___ Zip: 92122 Phone: 619-297-1011 Email: TNORTON@RBN-DESIGN.COM Existing Use: _______ Proposed Use: ______ _ Existing Use: lnduslrlaVOflice Proposed Use: Gym/lnduslrlaVOffice PROPERTY OWNER Name: Burk Cosmos LLC Address: 2261 Cosmos Court City: Carlsbad State:~Zip:_92_0_11 ___ _ Phone: 'J:t'i--~ 21/-l,,o I 'i Email : MCeoAt.)y@. bor~rgvQ,(leT DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name:. _______________ BusinessName:;$f-l (ets+?<A~t C O~v-vc tiu>'\ /~ (.. Address: Address: 2.,(p() L ~kev--Sl-.1 ~vj:\f ,oo City:. _______ State: ___ Zip:. ____ City: ( O?j't\ tv1.es3 State: cd , Zip: 'iJ,y,2..-<,t> Phone: Phone: V <f -ei '1 -(pOI 'i Email: Email: VV) C.Q qd. +P~:v k.-e ~vuJf . r\.-€-\- Architect State License: CSLB License#: ~K'-18 Class:__..'.R..._ ____ _ Carlsbad Business License# (Required): Cf~ Q 8 3: 8 APPLICANT CERTIFICATION: 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): _T_a_ra_N_ort_o_n _____ _ 0-;{ J/,f l A o AA </-,-L-08/10/2022 SIGN: ~ Vv . ~I DATE:------ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: 8ullding@carlsbadca.gov 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 THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaf{irm under penal tyof 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 inf ul/ force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): 0 1 have and will 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 pprfnrm~n,,. nf •~ wnrk for which this permit Is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Ail } ...I l'I_Su ~4 -..ce-, &MP~ Policy No. ___ WC-0 S "3 '-f 5 L 11.-/ 3 C ,_ _______ Expiration Date:_ -=t-/ I \ z_J -OR- O 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 clvll 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. CONSTRUCTION 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 CERT/FICA T/ON; The applicant certifie, that all document, and plan, clearly and accurately ,how all exi,ting and proposed buildings, structures, access roads, and utifilies/uti/ily easements. All proposed modifications and/or additions ore clearly labeled on the site pion. Any potentially existing detail within 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 buifd;ng as stated Js true and correct; all easements and other encumbror,ces to development have been accurately shown and labeled as well as all on-site gradmg/slte preparation. All improvements existing an the property were completed in accordance with all regulations In existence ac the time of their construction, unless o erwlse noted. NAME (PRINT): (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: O I, 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 his own employees,-provided that such improvements are not Intended or offered for sale. If, however, the building or improvement Is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or Improve for the purpose of sale). -OR- D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM 8-61 "Owner Builder Acknowledgement and Verification Form" Is required for any permit issued to a property owner. By my signature below I acknowledge that, except lor my pe,sonal residence 111 which I must have 1es1ded for at least one year 1mor to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder If ,t has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted orot the following Web site: http: I lwww.leginfo.ca.gov/calaw.html. OWNER CERT/ FICA T/ON: The applicant certifies that all documents ond plans clearly and accurately show all existing and proposed bu//d/ngs, structures, access roads, and utilities/utillty easements. All proposed modifications and/or additions ore clearly labeled on tht site pion. Any potentially e11.lsting detail within these plans inconsistent with the sire pion u,e not approved for construction and may be required to be altered or removed. The city's approval of the opplicotiort ;s based on the premise thot the submitted documents and plans show the correct dimensions of,· the property, buildings, structures and their setbacks from property lines and from one another; orress roods/easements. and utilities. The existing and proposed use of eocli building as stated is true and correct; all easements and ocher encumbrances to development hove bee-n accurately shown ond labeled as well o.s all on•s1te grading/site preparation. All improvernt>nts existing on thr property were completed In accordance with all regulations in eKistence at the lime of th£>ir construction, unless otherwise noted. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above Is an authorized agent for the property owner Include form 8-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Bu,ldmg@carlsbadca.gov 2 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 THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpena/tyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is inf u/ If orce and effect. I also affirm under penalty of perj ury one of the f ollowing declarations (CHOOSE ONE): D1 have and will 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. Policy No., ___________________________________________ _ -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 in urance carrier and policy number are: Insurance Company Name: ____ y.,_,,v--'~-'--'v'--t_le_v-=S'-:----,------------ Policy No. V °l ~ Expiration Date: _ ___.,!_,_(2._,/,_,_1 -+/_'2-..IC..,jZ'---------- -OR-r ' 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. CONSTRUCTION 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 CERT/ F/ CAT/ ON: 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 pion. Any potentially existing detail within these plans inconsistent with the site plan 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 is 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 construction, unless otherwise noted. NAME (PRINT): _________ SIGNATURE: _________ DATE:. _____ _ Note: If the person signing above Is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. (OPTION 8): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: D I, 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 his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-D I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I 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 an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted orat the following Website: http: I lwww.leginfo.ca.gov/calaw.html. OWNER CERT/FICA T/ON: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roods, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site pion. Any potentially existing detail within these plans inconsistent with the site plan ore 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 is true and correct; of/ 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 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, 163S Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 10/21 PERMIT INSPECTION HISTORY for (CBC2022-0280) Permit Type: BLDG-Commercial Application Date: 08/11/2022 Owner: BURKE COSMOS LLC Work Class: Tenant Improvement Issue Date: 12/06/2022 Subdivision: PARCEL MAP NO 11 589 Status: Closed -Finaled Expiration Date: 08/01/2023 Address: 2261 COSMOS CT IVR Number: 42582 CARLSBAD, CA 92011-1517 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-44 Rough-Ducts-Dampers COMMENTS 02/16/2023 02/16/2023 BLDG-Final Inspection 203517-2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS TEXT Status Passed Dirk de Roggenbuke NOTES Created By Angie Teanio 714-510-5473 Steve II Still needs Fire Final 02/27/2023 02/27/2023 BLDG-Fire Final Checklist Item FIRE-Building Final Monday, March 20, 2023 194971-2022 COMMENTS Passed Adalmira Maldonado Passed Yes Yes Passed Yes Yes Yes Yes Yes Created Date 02/15/2023 Passed Yes Complete Complete Page 2 of 2 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0280) Permit Type: BLDG-Commercial Application Date: 08/11/2022 Owner: BURKE COSMOS LLC Work Class: Tenant Improvement Issue Date: 12/06/2022 Subdivision: PARCEL MAP NO 11589 Status: Closed -Finaled Expiration Date: 08/01/2023 Address: 2261 COSMOS CT IVR Number: 42582 CARLSBAD, CA 92011-1517 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 12/07/2022 12/07/2022 BLDG-12 Steel/Bond 198174-2022 Passed Dirk de Roggenbuke 12/15/2022 12/15/2022 12/20/2022 12/20/2022 12/21/2022 12/21/2022 01/04/2023 01/04/2023 02/02/2023 02/02/2023 Monday, March 20, 2023 Beam Checklist Item BLDG-Building Deficiency COMMENTS 12/7 /22 reinforcing steel for pit bottoms good. Ok to pour. BLDG-12 Steel/Bond 198875-2022 Passed Dirk de Roggenbuke Beam Checklist Item COMMENTS BLDG-Building Deficiency 12/15/22 rebar for pit walls. Ok to pour BLDG-84 Rough 199239-2022 Passed Dirk de Roggenbuke Combo(14,24,34,44) Checklist Item COMMENTS BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks} BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers BLDG-12 Steel/Bond 199308-2022 Passed Dirk de Roggenbuke Beam Checklist Item COMMENTS BLDG-Building Deficiency 12121/22 slab rebar and epoxy dowels at "pits". Special inspection report received. ok to pour concrete BLDG-16 Insulation 200086-2023 Passed Dirk de Roggenbuke Checklist Item COMMENTS BLDG-Building Deficiency 1/4/23 insulation.framing, dryv,,all good. Ok to cover BLDG-17 Interior 200087-2023 Passed Dirk de Roggenbuke Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency BLDG-85 T-Bar, Ceiling 202179-2023 Passed Dirk de Roggenbuke Grids, Overhead Complete Passed Yes Complete Passed Yes Complete Passed Yes Yes Yes Yes Yes Complete Passed Yes Complete Passed Yes Complete Passed Yes Complete Page 1 of 2 Moa Inspections, LLC website: www.moainspectionsllc.com email: moainspections@gmail.com phone: (949)616-8287 Deputy Special I nspections iC-i~y:iiQt Carls bad Ecur~D CO PY FEB 1 7 2023 BU ILDING DIVISION DAILY INSPECTION REPORT PAGE: 1 OF 1 STATUS: Acceptable REPORT NUMBER: 3 ---- PROJECT NAME _Y_M_C_A_R_en_o_v_a_tio_n ______ _ INSPECTION 0 CONCRETE MATERIAL IDENTIFICATION CONC. MIX NO. & lb/in2 ADDRESS 2261 Cosmos Court, Carlsbad, CA ARCHITECT ENGINEER Christopher M. Hanni! CONTRACTOR Marzola Construction OTHER INSPECTION DATE -.:1--=2--=/2:..c.1--=/2:..::2 ________ _ PLAN FILE/OTHER ...cJ...::..oc:...b _# __ 22_-_10.:....7 _______ _ BLDG. PERMIT/OTHER _C_B_C_2_0_2_2-_0_2_80 _____ _ ~ REINF. STEEL GROUT MIX NO. & lb/in2 0 MASONRY MORTAR TYPE & lb/in2 0 P.T. CONCRETE REINF. STEEL GR./SIZE #5 Grade 60 0 FIELD WELDING STRUCTURAL STEEL 0 SHOP WELDING HIGH-STRENGTH BOLT BATCH PLANT EXP. ANCHOR MASONRY BLOCK OTHER OTHER Hilti Hit RE500 V3 (expires 9/30/23) MATERIAL SAMPLING 0 CONCRETE 0 MORTAR 0 GROUT 0 FIREPROOFING O MASONRY BLOCK 0 REINFORCING STEEL 0 STRUCTURAL STEEL 0 BOLTS O OTHER INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. * Arrived on site as scheduled for 6:00 am epoxy dowel inspection. Verified depth of holes at 6" with a spacing of 12" on center. Was notified by contractor that #5 grade 60 reinforcing steel was to be installed in lieu of 1 /2" diameter per detail 5 on sheet S 1.0 on city approved plans (no RFI given). Rebar was cut to 35" in length and installed in a twisting motion to ensure an acceptable bond and rid any voids. HILTI Hit-RE 500 V3 expiration date verified prior to installation of epoxy (9/30/23). Holes were also blown and brushed clean to free any dust and debris prior to epoxy installation: -concrete slab on grade pour backs (two locations; trampoline areas) (total of 250 epoxy dowels) Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Daniel Moa CERTIFICATION NO. ICC #8163949 -------------SIGNATURE ~· Main Office: 23392 Ancia lane Mission Viejo, CA 92691 • COFFMAN ... ENGINEER S CITY JIC. STRUCTURAL CALCULATIONS YMCA Carlsbad Pits 2261 Cosmos Court Carlsbad, CA 92011 Prepared for: Burke Real Estate Group 260 E Baker Street, Suite 100 Costa Mesa, CA 92626 1401 Dove Street, Suite 240 I Newport Beach, CA 92660 Phone 949.623.9957 August23,2022 CEI Project #221724 www.coffman.com 7/21/22, 11:18 AM L\T( Hazards by Location Search tnf~rmation ' .,.. 2261 Cosmos Ct, Carlsbad, CA 92011 , USA Coordinates: 33.1223913, -117.271699 Elevation: 233 ft Timestamp: 2022-07-21118:13:53.9942 Hazard Type: Seismic ATC Hazards by Location Page 1 of 13 Temecula Q Borrego Springs 0 r.lPvPl::inrl Anza-Bc National Forest DesE State F Reference Document: ASCE7-16 San Diego -u .__G_o_g_.l_e _________ 0 ... Map data ©2022 Google, INEGI Risk Category: Site Class: II D-default Basic Parameters Name Value Description Ss 0.977 MCER ground motion (period=0.2s) S1 0.356 MCER ground motion (period=1.0s) SMs 1.172 Site-modified spectral acceleration value SM1 • null Site-modified spectral acceleration value Sos 0.781 Numeric seismic design value at 0.2s SA So1 • null Numeric seismic design value at 1.0s SA * See Section 11.4.8 •Additional Information Name Value Description SDC • null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRs 0.9 Coefficient of risk (0.2s) CR1 0.911 Coefficient of risk ( 1.0s) PGA 0.427 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.512 Site modified peak ground acceleration • • 4-i..\ ,. I -. f. ,._,.,,, • IP • https://hazards.atcoun l Q1'9~seis~c?lat';33~f 2".p~j 3 ll)iil!-114'.27169911add~261 Coomes Ct%2C Carlsbad%2C CA 92011%2C USA 1/2 ; 7/21/22, 11:18 AM TL 8 SsRT 0.977 SsUH 1.085 SsD 1.5 S1RT 0.356 S1UH 0.391 S1D 0.6 PGAd 0.5 * See Section 11.4.8 ATC Hazards by Location Long-period transition period (s) Probabilistic risk-targeted ground motion (0.2s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1.0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1.0s) Factored deterministic acceleration value (PGA) Page 2 of 13 The results indicated here DO NOT reflect any state or local amendments to the values 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 the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.orgl#/seismic?lat=33.1223913&Ing=-117 .271699&address=2261 Cosmos Ct%2C Carlsbad%2C CA 92011 %2C USA 2/2 © mo OJI) W2 Retaining Wall W1 Retaining Wall U.O.N. \(E)5'MIN.CON~ "0-0' \ Sl.ABV.1.F, "' ' ;,.. Partial Foundation Plan Page 3 of 13 .J, I I 5'-o1 0 Project Title: Engineer: Page 4 of 13 Project ID: Project Descr: Restrained Retaining Wall Project File: Retaining Wall.ec6 LIC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W1 COFFMAN ENGINEERS (c) ENERCALC INC 1983-2022 Code Reference: Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Criteria Retained Height = 6.0 ft Wall height above soil = ft Total Wall Height = 6.0ft Top Support Height = 6 ft Slope Behind Wal = 0 Height of Soil over Toe = 6in Surcharge Loads Surcharge Over Heel psf »>Used To Resist Sliding & Overturning Surcharge Over Toe psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load lbs Axial Live Load = lbs Axial Load Eccentricity = in Earth Pressure Seismic Load Soll Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method At-Rest Heel Pressure Passive Pressure Soil Density FootingllSoil Frictior Soil height to ignore for passive pressure 30.0 psf/ft 0.0 psf/ft 100.0 psf/ft 110 pct 0.4 psf 12 in Uniform Lateral Load Applied to Stem Lateral Load ... Height to Top ... Height to Bottom Load Type #/ft ft ft Wind (W) ( :strength Level J Wind on Exposed Stem = 0.00 psf (Strength Level) Wind acts left-to-right toward retention side. Adjacent Footing Load Adjacent Footing Load Footing Width Eccenfricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio Kh Soil Density Multiplier = 0.2 g Added seismic per unit area = lbs ft in ft Line Load ft 0.3 0.0 psf -=D=-e=-s=i""gc:.;n;_S=-u=m=m:..:..a=ry'-"'--------LI _C_o_n_c_:_re_:_tc..:e_S_:_tc:...:e_:_m:..:........:Cc...:o'-n--'s'-'t_ru'-c_t_io_n ________________ ___, Total Bearing Load = 832.50 lbs Thickness 6.00 in ... resultant ecc. = 0.0 in Wall Weight = 75.0 psf Soil Pressure@ Toe 416.250 psf OK Soil Pressure@ Heel = 416.250 psf OK Allowable = psf Soil Pressure Less Than Allowable ACI Factored@ Toe 499.50 psf ACI Factored @ Heel 499.50 psf Footing Shear@ Toe = 1.968 psi OK Footing Shear @ Heel 0.0 psi OK Allowable = 100.623 psi Reaction at Top = 106.990 lbs Reaction at Bottom = 627.0 lbs Sliding Cales Lateral Sliding Force 627.0 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Stem is FIXED to top of footing Design Height Above FtE Rebar Size Rebar Spacing Rebar Placed at Rebar Depth 'd' Design Data fb/F B + fa/Fa Moment. ... Actual Moment. .... Allowable Shear Force @ this height Shear ..... Actual Shear ..... Allowable Load Factors ------------- Building Code Dead Load Live Load Earth,H Wind,W Seismic, E 1.200 1.600 1.600 1.000 1.000 Mmax Between @ Top Support Top & Base @ Base of Wall Stem OK Stem OK Stem OK = 6 ft 0.02410 ft 0.00 ft # 5 # 5 # 5 12.00 in 12.00 in 12.00 in Center Center Center 3.0 in 3.0 in 3.0 in 0.177 0.177 0.0 ft-# 691.21 ft-# 691.21 ft-# 3,901.51 ft-# 3,901.51 ft-# 3,901.51 ft-# = 172.798 lbs 691.20Ibs = 4.80 psi 19.20 psi = 100.623 psi 100.623 psi Restrained Retaining Wall LIC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W1 Footing Strengths & Dimensions Toe Width Heel Width = Total Footing Widt~ = Footing Thickness = Key Width = Key Depth = Key Distance from Toe = 1.50 ft 0.50 2.0 12.0 in in in ft re = 4,500.0 psi Fy = 60000 psi Project Title: Engineer: Page 5 of 13 Project ID: Project Descr: Project File: Retaining Wall.ec6 COFFMAN ENGINEERS (c) ENERCALC INC 1983-2022 Footing Design Results ~ J:ml Factored Pressure = 499.50 499.50 psf Mu': Upward = 561.94 ft-# Mu' : Downward = 276.750 ft-# Mu: Design = 285 0 ft-# Actual 1-Way Shear = 1.968 psi Allow 1-Way Shear = 100,623 0.0 psi Other Acceptable Sizes & Spacings: Footing Concrete Density = 150 pcf Min. As% = 0.0018 Toe:# 5@ 12.00 in -or-#4@ 9.25 in, #5@ 14.35 in, #6@ 20.37 in, #7@27.' Cover@ Top = 2 in @ Btm.= 3 in Heel:# 5@ 12.00 in -or-#4@ 9.25 in, #5@ 14.35 in, #6@ 20.37 in, #7@ 27.' Key: # 0 @ 0.00 in -or-No key defined Min footing T&S reinf Area 0.52 in2 Min footing T&S reinf Area per foot 0.26 in2 1ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@40.74 in Summa of Forces on Footin : Slab RESISTS slidin , stem is FIXED at footin Forces acting on footing for soil pressure Load & Moment Summary For Footing : For Soll Pressure Cales Moment@ Top of Footing Applied from Stem Surcharge Over Heel = 0.0 lbs 0.0 ft Adjacent Footing Load = 0.0 lbs 0.0 ft Axial Dead Load on Stem 0.0 lbs 0.0 ft Soil Over Toe Surcharge Over Toe Stem Weight Soil Over Heel Footing Weight Total Vertical Force 82.50Ibs 0.0 lbs 450.0 lbs 0.0 lbs 300.0 lbs 832.50Ibs 0.750 ft 0.0 ft 1.750 ft 2.0 ft 1.0 ft Base Moment = >>> Sliding Forces are restrained by the adjacent slab -432.009 ft-# 0.0 ft-# 0.0 ft-# 0.0 ft-# 61.875 ft-# 0.0 ft-# 787.50 ft-# 0.0 ft-# 300.0 ft-# 717.37 ft-# Stem is specified to be fixed to footing, and top restraint is assumed to react out any tendency for moment at the footing/soil interface, so uniform soil pressure Is assumed. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Restrained Retaining Wall UC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W1 Rebar Lap & Embedment Lengths Information Project Title: Engineer: Project ID: Project Descr: COFFMAN ENGINEERS Page 6 of 13 Project File: Retaining Wall.ec6 (c) ENERCALC INC 1983-2022 Restrained Retaining Wall UC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W1 6" Concrete w/ #5 @ 12" 6" Concrete w/ #5 @ 12" Lateral Restraint 6'-0" #5@12." @ Toe #5@12." @ Heel Project Title: Engineer: Project ID: Project Descr: COFFMAN ENGINEERS 1'-6" 6" 2'-0" ------. 2" __L 3" Page 7 of 13 Project File: Retaining Wall.ec6 (c) ENERCALC INC 1983-2022 6'-0" 6'-0" 1'-0" Restrained Retaining Wall LIC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W1 Lateral Restraint 106.99# Project Title: Engineer: Project ID: Project Descr: COFFMAN ENGINEERS Restrain in in C. C. U') U') N N <D <D ,... ,... ..,. ..,. Page 8 of 13 Project File: Retaining Wall.ec6 (c) ENERCALC INC 1983-2022 734# Project Title: Engineer: Page 9 of 13 Project ID: Project Descr: Restrained Retaining Wall Project File: Retaining Wall.ec6 LIC#: KW-06018102, Build:20.22.5.16 COFFMAN ENGINEERS (c) ENERCALC INC 1983-2022 DESCRIPTION: W2 Code Reference: Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Criteria Retained Height 2.0 ft Wall height above soil = 4.0ft Total Wall Height = 6.0ft Top Support Height 2.0 ft Slope Behind Wal = 0 Height of Soil over Toe = 6.0 in Surcharge Loads Surcharge Over Heel = psf »>Used To Resist Sliding & Overturning Surcharge Over Toe = psf Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity = lbs 200.0 lbs in Earth Pressure Seismic Load Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method At-Rest Heel Pressure 30.0 psf/ft 0.0 psf/ft Passive Pressure = 100.0 psf/ft Soil Density = 110 pcf FootingUSoil Frictior 0.4 psf Soil height to ignore for passive pressure = 12 in Uniform Lateral Load Applied to Stem Lateral Load ... Height to Top ... Height to Bottom Load Type #/ft ft ft = Wind (W) ( :Strength Level J Wind on Exposed Stem = 0.00 psf (Strength Level) Wind acts left-to-right toward retention side. Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Fooling Type Base Above/Below Soil at Back of Wall Poisson's Ratio Kh Soil Density Multiplier = 0.2 g Added seismic per unit area .......- lbs ft in ft Line Load ft 0.3 0.0 psf -=D=-e.::..s::..;i""g""'n'-S=-u=-m:..:..:.:..m:..:.a=ry:..1..... _______ L.l _c_o_n_c_r_e_te_S __ te_m_C_o_n_s_t_ru_c_t_io_n ________________ _____, Total Bearing Load = 1,660.0 lbs Thickness 12.00 in ... resultant ecc. = 0.0 in Wall Weight = 150.0 psf Soil Pressure @ Toe Soil Pressure @ Heel 553.33 psf OK 553.33 psf OK Allowable psf Soil Pressure Less Than Allowable ACI Factored@ Toe = 690.67 psf ACI Factored @ Heel 690.67 psf Footing Shear @ Toe = 5.631 psi OK Footing Shear @ Heel = 0.0 psi OK Allowable = 100.623 psi Reaction at Top = 10.999 lbs Reaction at Bottom = 123.0 lbs Sliding Cales Lateral Sliding Force = 123.0 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Stem is FIXED to top of footing Design Height Above Ft!: Rebar Size Rebar Spacing Rebar Placed al Rebar Depth 'd' Design Data fb/FB + fa/Fa Moment.. .. Actual Momeni ..... Allowable Shear Force @ this height Shear ..... Actual Shear ..... Allowable Load Factors ------------- Building Code Dead Load Live Load Earth,H Wind,W Seismic, E 1.200 1.600 1.600 1.000 1.000 Mmax Between @ Top Support Top & Base @ Base of Wall Stem OK Stem OK Stem OK = 2.0 ft 0.008032 ft 0.00 ft # 5 # 5 # 5 12.00 in 12.00 in 12.00 in Edge Edge Edge 9.50 in 10.0 in 9.50 in = 0.002 0.002 = 0.0 ft-# 25.601 ft-# 25.601 ft-# = 12,969.0 ft-# 13,666.5 ft-# 12,969.0 ft-# = 19.20 lbs 76.80Ibs 0.1684 psi 0.6737psi = 100.623 psi 100.623 psi Restrained Retaining Wall UC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W2 Footing Strengths & Dimensions Toe Width Heel Width Total Footing Widt~ Footing Thickness = Key Width = Key Depth = Key Distance from Toe = re = 4,500.0 psi Fy = 2.0 ft 1.0 3.0 12.0 in in in ft Project Title: Engineer: Project ID: Project Descr: COFFMAN ENGINEERS Footing Design Results Factored Pressure Mu': Upward Mu' : Downward Mu: Design Actual 1-Way Shear = Allow 1-Way Shear 12.i 690.67 1,381.33 492.0 889 5.631 100.623 Other Acceptable Sizes & Spacings: lilll 690.67 psf ft-# ft-# 0 ft-# -psi 0.0 psi Page 10 of 13 Project File: Retaining Wall.ec6 (c) ENERCALC INC 1983-2022 Footing Concrete Density = 60000 psi 150 pcf 0.0018 @Btm.= Min. As% Cover@Top = Toe:# 5@ 12.00 in -or-#4@ 9.25 in, #5@ 14.35 in, #6@ 20.37 in, #7@ 27.' 2in 3 in Heel:# 5@ 12.00 in -or-#4@ 9.25 in, #5@ 14.35 in, #6@ 20.37 in, #7@ 27.' Key: # 0@ 0.00 in -or-No key defined Min footing T&S reinf Area 0.78 in2 Min footing T&S reinf Area per foot 0.26 in2 /ft If one layer of horizontal bars: If two layers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in Summa of Forces on Footin Slab RESISTS sliding, stem is FIXED at footin Forces acting on footing for soil pressure Load & Moment Summary For Footing : For Soil Pressure Cales Moment@ Top of Footing Applied from Stem = Surcharge Over Heel = 0.0 lbs 0.0 ft Adjacent Footing Load = O.0lbs 0.0 ft Axial Dead Load on Stem 200.0lbs 2.50 ft Soil Over Toe = 110.0 lbs 1.0 ft Surcharge Over Toe = 0.0lbs 0.0 ft Stem Weight = 900.0lbs 2.50 ft Soil Over Heel 0.0lbs 3.0 ft Footing Weight = 450.0lbs 1.50 ft Total Vertical Force = 1,660.0 lbs Base Moment = >» Sliding Forces are restrained by the adjacent slab -16.0 ft-# 0.0 ft-# 0.0 ft-# 500.0 ft-# 110.0 ft-# 0.0 ft-# 2,250.0 ft-# 0.0 ft-# 675.0 ft-# 3,519.0 ft-# Stem is specified to be fixed to footing, and top restraint is assumed to react out any tendency for moment at the footing/soil interface, so uniform soil pressure is assumed. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Restrained Retaining Wall UC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W2 Rebar Lap & Embedment Lengths Information Project Title: Engineer: Project ID: Project Descr: COFFMAN ENGINEERS Page 11 of 13 Project File: Retaining Wall.ec6 (c) ENERCALC INC 1983-2022 Restrained Retaining Wall UC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W2 12" Concrete w/ #5 @ 12" 12" Concrete w/ #5 @ 12" Lateral Restraint 2'-0" #5@12." @ Toe #5@12." @Heel Project Title: Engineer: Project ID: Project Descr: COFFMAN ENGINEERS • • . ~ . --.2" -----L 3" 2'-0" 1'-0" 3'-0" Page 12 of 13 Project File: Retaining Wall.ec6 (c) ENERCALC INC 1983-2022 ' 4'-0" 6'-0" 2'-0" 1'-0" Restrained Retaining Wall LIC#: KW-06018102, Build:20.22.5.16 DESCRIPTION: W2 Lateral Restraint 11 .00# Project Title: Engineer: Project ID: Project Descr: COFFMAN ENGINEERS DL=0 ,LL=200#, Ecc=0" Restrain 'ti a. "' "' ,.; l/) l/) 'ti a. "' "' ,.; l/) l/) Page 13 of 13 Project File: Retaining Wall.ec6 (c) ENERCALC INC 1983-2022 134# AlrCalancaGuya =----"-..c:: ..... 1224 2nd Street Wasco, CA 93280 To: Building & Mechancal RE: 2261 Cosmos Court Carlsbad, CA 9201 1 Air Balance Test February 16, 2023 An air balance test was conducted 2/16/2023 at the above address in Carlsbad. The (4) air handling units were tested and shown to meet state and local mechanical codes and are in balance. A detailed report is included. If you have any questions please call (661 )312-4840. Sincerely, Bryan D. Bair CA State Contractors License #632895 Certificate #07-1 76-03 City of Carlsbad FEB 1 7 2023 BUILDING DIVISION RECORD CO 07-176.:03 ~ tll'lad AIR MOVING SYSTEM BALANCE AND RATING REPORT EQUIPMENT NUMBER XHP-60A LOCATION MANUFACTURER MODEL NUMBER SERIAL NUMBER SPACE SERVED FAN DATA TOTAL CFM -FAN TOTAL CFM -OUTLET/INLET RETURN CFM OUTSIDE AIR CFM TOTAL STATIC PRESSURE FAN RPM MOTOR DATA MOTOR MANUFACTURER MOTOR HP PHASE VOLTAGE AMPERAGE MOTOR RPM BELT SIZE MOTOR SHEAVE FAN SHEAVE Roof ICP PHD460 Gymnasium DESIGN 2,000 4,000 550 1,450 ACTUAL 1,951 3,902 484 1,467 DESIGN WEG 3 460 14.3 REGISTERS AND GRILLES DESIGN DESIGN . Designed Actual Room Name / No. Equipment No. Outlet No. CFM CFM XHP-60A 250 245 XHP-60A 2 250 240 XHP-60A 3 250 247 Gym XHP-60A 4 250 255 XHP-60A 5 250 251 XHP-60A 6 250 240 XHP-60A 7 250 238 XHP-60A 8 250 235 TEST DATE 2/16/23 PROJECT YMCA Gymnastics ADDRESS 2261 Cosmos Court Carlsbad, CA 92011 TEST TIME 1:00 READINGS BY Bryan Bair JI f c1 AIR MOVING SYSTEM BALANCE AND RATING REPORT EQUIPMENT NUMBER XHP-608 LOCATION MANUFACTURER MODEL NUMBER SERIAL NUMBER SPACE SERVED FAN DATA TOTAL CFM -FAN TOTAL CFM -OUTLET/INLET RETURN CFM OUTSIDE AIR CFM TOTAL STATIC PRESSURE FAN RPM MOTOR DATA MOTOR MANUFACTURER MOTOR HP PHASE VOLTAGE AMPERAGE MOTOR RPM BELT SIZE MOTOR SHEAVE FAN SHEAVE Roof ICP PHD460 Gymnasium DESIGN 2,000 4,000 550 1,450 ACTUAL 1,963 3,926 506 1,457 DESIGN WEG 3 460 14.3 REGISTERS AND GRILLES DESIGN DESIGN . Designed Actual Room Name I No. Equipment No. Outlet No. CFM CFM XHP-60B 9 250 248 XHP-60B 10 250 248 XHP-60B 11 200 194 XHP-60B 12 200 199 XHP-60B 13 200 202 XHP-60B 14 200 191 XHP-60B 15 300 289 Room 202 XHP-60B 16 200 193 Room 202 XHP-60B 17 200 199 TEST DATE 2/16/23 PROJECT YMCA Gymnastics ADDRESS 2261 Cosmos Court Carlsbad, CA 92011 TEST TIME 1:00 READINGS BY Bryan Bair AIR MOVING SYSTEM BALANCE AND RATING REPORT EQUIPMENT NUMBER XHP-60C LOCATION MANUFACTURER MODEL NUMBER SERIAL NUMBER SPACE SERVED FAN DATA TOTAL CFM -FAN TOTAL CFM -OUTLET/INLET RETURN CFM OUTSIDE AIR CFM TOTAL STATIC PRESSURE FAN RPM MOTOR DATA MOTOR MANUFACTURER MOTOR HP PHASE VOLTAGE MOTOR RPM BELT SIZE MOTOR SHEAVE FAN SHEAVE Roof ICP PHD460 G mnasium -Mezzanine DESIGN 2,000 4,000 1,700 300 ACTUAL 1,972 3,944 1,666 306 DESIGN WEG 201 39.5 REGISTERS AND GRILLES DESIGN DESIGN . Designed Actual Room Name / No. Equipment No. Outlet No. CFM CFM Room 202 XHP-60C 18 200 196 Room 202 XHP-60C 19 200 193 Room 202 XHP-60C 20 300 291 Room 202 XHP-60C 21 200 210 Room 201 XHP-60C 22 300 298 Room 201 XHP-60C 23 300 299 Room 201 XHP-60C 24 300 286 Room 201 XHP-60C 25 200 199 TEST DATE 2/16/23 PROJECT YMCA Gym nasties ADDRESS 2261 Cosmos Court Carlsbad, CA 92011 TEST TIME 1:00 READINGS BY Bryan Bair AIR MOVING SYSTEM BALANCE AND RATING REPORT EQUIPMENT NUMBER XHP-60D LOCATION MANUFACTURER MODEL NUMBER SERIAL NUMBER SPACE SERVED FAN DATA TOTAL CFM -FAN TOTAL CFM -OUTLET/INLET RETURN CFM OUTSIDE AIR CFM TOTAL STATIC PRESSURE FAN RPM MOTOR DATA MOTOR MANUFACTURER MOTOR HP PHASE VOLTAGE MOTOR RPM BELT SIZE MOTOR SHEAVE FAN SHEAVE Roof ICP PHD460 Gymnasium -1st Floor DESIGN 2,000 4,000 1,200 800 ACTUAL 1,976 3,952 1,167 809 DESIGN WEG 201 39.5 REGISTERS AND GRILLES DESIGN DESIGN . Designed Actual Room Name I No. Equipment No. Outlet No. CFM CFM 1st Floor Offices XHP-60D 26 300 295 1st Floor Offices XHP-60D 27 300 298 1st Floor Offices XHP-60D 28 300 292 1st Floor Offices XHP-60D 29 300 299 1st Floor Offices XHP-60D 30 200 204 1st Floor Offices XHP-60D 31 200 201 Restroom XHP-60D 32 150 147 Restroom XHP-60D 33 150 144 Stora e XHP-60D 34 100 96 TEST DATE 2/16/23 PROJECT YMCA Gymnastics ADDRESS 2261 Cosmos Court Carlsbad, CA 92011 TEST TIME 1:00 READINGS BY Bryan Bair AIR MOVING SYSTEM BALANCE AND RATING REPORT EQUIPMENT NUMBER EF-1 EF-2 LOCATION Roof Roof MANUFACTURER Green heck Green heck MODEL NUMBER GB-180 GB-180 SERIAL NUMBER SPACE SERVED G mnasium Gymnasium FAN DATA DESIGN DESIGN TOTAL CFM -FAN 3,000 3,000 TOTAL CFM -OUTLET/INLET RETURN CFM OUTSIDE AIR CFM TOT AL STATIC PRESSURE FAN RPM MOTOR DATA DESIGN DESIGN MOTOR MANUFACTURER WEG WEG MOTOR HP 0.5 0.5 PHASE 1 VOLTAGE 208 208 MOTOR RPM BELT SIZE MOTOR SHEAVE FAN SHEAVE REGISTERS AND GRILLES . Designed Actual Room Name I No. Equipment No. Outlet No. CFM CFM G mn EF-1 35 750 755 G mn EF-1 36 750 759 G mn EF-1 37 750 756 G mn EF-1 38 750 755 G mn EF-2 39 3000 3031 TEST DATE 2/16/23 PROJECT YMCA Gymnastics ADDRESS 2261 Cosmos Court Carlsbad, CA 92011 TEST TIME 1:00 READINGS BY Bryan Bair I 1 r--L{) 0 L{) (X'.)~ -Nr--◄ (/)C'>,-'O 0) (X'.) C <{ .I NU <O c:1i o"CD al N~LJJ ,-('IJ z ~o I L 0.. 4 AIR MOVING SYSTEM BALANCE AND RATING REPORT EQUIPMENT NUMBER EF-3 EF-4 LOCATION Roof Roof MANUFACTURER Greenheck Green heck MODEL NUMBER GB-180 GB-1330V SERIAL NUMBER SPACE SERVED G mnasium Gymnasium FAN DATA DESIGN DESIGN TOTAL CFM -FAN 3,000 1,100 TOTAL CFM -OUTLET/INLET RETURN CFM OUTSIDE AIR CFM TOTAL STATIC PRESSURE FAN RPM MOTOR DATA DESIGN DESIGN MOTOR MANUFACTURER WEG WEG MOTOR HP 0.5 0.75 PHASE 1 VOLTAGE 208 120 MOTOR RPM BELT SIZE MOTOR SHEAVE FAN SHEAVE REGISTERS AND GRILLES . Designed Actual Room Name / No. Equipment No. Outlet No. CFM CFM G mn EF-3 40 3000 3019 Restroom EF-4 41 250 247 Restroom EF-4 42 250 242 Restroom EF-4 43 250 258 Restroom EF-4 44 250 249 Restroom EF-4 45 100 114 TEST DATE 2/16/23 PROJECT YMCA Gymnastics ADDRESS 2261 Cosmos Court Carlsbad, CA 92011 TEST TIME 1:00 READINGS BY Bryan Bair C .! I L c Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA 92112-9261 Record ID#: Not in System Plan Check#: DEH2022-HHMBP-012731 Balance Due : $87.00 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Name Business Contact RBN Design Telephone# Plan File# YMCA Gymnastics (619) 297-1011 Project Address City CARLSBAD State CA Zip Code 92011-1517 APN# 2261 COSMOS CT 21 3-050-40-00 Applicant RBN Design Applicant E-Mail Applicant Telephone# tnorton@rbn-design.com (619) 297-1011 Th• following qUNtlone represent the tac:lllty'a actlvltl .. , N the specific project deecrlptlon. PART J: EIRE DEPARTMENT• HAZARDOUS METERJALS DIYJSJON· OCCUPANCY CLASSIEJCATION~Not required tor projects within the City ot 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: A3 Feclllty'• Square Footage (including proposed project): 27500 □ Explosive or Blasting Agents a Organic Peroxides a Water Reactives a Corrosives a a Compressed Gases Flammable/Combustible Liquids a a Oxidizers Pyrophorics a Cryogenics a Other Health Hazards D Hig-,ly Toxic or Toxic Materials a None of These □ Flammable Solids a Unstable Reactives D Radioactives PART H: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH· HAZARDOUS MATERIALS DIVISION (HMDUI 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: YES 1. a 2. a 3. a 4. a 5. a 6. a 7. a 8. a NO l!il l!il l!il a l!il l!il l!il l!il 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 reprociJctive toxins in any quantity? Will your business use an existing, or install an underground storage tank? Will your business store or handle Regilated 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). a a a CalARP Exempt CalARP Required CalARP Complete Revl-Date: PART m: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRJCI (ApcD): 11 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. YES NO 1. fl!l a 2. 11!1 a 3. a l!il 4. a l!il Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) Has a survey been performad 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. a a l!il a 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 http:/Aovww.sdapcd.org,/info/facts/perm,ts.pdi (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 throug-, 12)? Search the California School Directory at http://Www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: Briefly describe proposed project: GymlOfflce Tenant Improvement, Interior bulld out and demolition. I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. l!il; Fees Aeknowledged: l!il Tara Norton 11/29/2022 Name of Owner or Authorized 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 ~-<,,i OF 8.-0; b 0~ CONr~ ,s ~ .;:, .... ' 0( ffi 1:iEVIE\M:D ~ ~ <?.. T Yousif Q.O REVIEWED 8V ~ er M Fregoso ,i n SION4TURf 4. .... 12/1/2022 . ~ 11/30/2022 0 . QAT[ 0 e;, v-,, <::>'t.,; ..,n l'i,OFSI'~ •A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHO_HMD_HMBP _Questionnaire v 2.0 (8/2021) Printed on: 12/1/2022 0 7:56 AM , 0 ~ rJ o.J o ,e 00 I T Liii'I-1J O F3 ,~ ' ' ~-·_ ~~ ~~~ I City of Carbbad FEB 1 7 ZC .'3 BUILDING DIVISION 1<t:l,Of<D CO•i m Department of the Treasury Internal Revenue Service Tax Exempt and Government Entities IRS P.O. Box 2508 Cincinnati, OH 4520 I YMCA OF SAN OTEGO COUNTY HOUSING SERVICES INC 3708 RUFFIN ROAD SAN DIEGO, CA 92123-1812 Dear Applicant: Date: 12/17/2020 Employer ID number: 84-2466567 Pen1on to contact Name: David A Estrada Berlingeri ID number: 33008 Telephone: 877-829-5500 Accounting period ending: June 30 Public charity status: 509(a)(3) Form 990 / 990·EZ / 990•N n,quln,d: Yes Effective date of exemption: April 23, 2019 Contribution deductibility: Yes Addendum applies: No DLN: 26053709001760 We're pleased to tell you we determined you're exempt from federal income tax under Internal Revenue Code (IRC) Section 501(c)(3). Donors can deduct contributions they make to you under IRC Section 170. You're also qualified to receive tax deductible bequests, devises, transfers or gifts under Section 2055. 2106, or 2522. This letter could help resolve questions on your exempt status. Please keep it for your records. Organizations exempt under IRC Section 501(c)(3) are further classified as either public charities or private foundations. We determined you're a public charity under the IRC Section listed at the top of this letter. Specifically, we determined you're a Type I supporting organization under IRC Section 509(a)(3). A Type I supporting organization is operated, supervised, or controlled by one or more publicly supported charities. Ifwe indicated at the top of this letter that you're required to file Form 990/990-EZ/990-N. our records show you're required to file an annual information return (Form 990 or Form 990-EZ) or electronic notice (Form 990-N, thee-Postcard). If you don't file a required return or notice for three consecutive years, your exempt status will be automatically revoked. lfwe indicated at the top of this letter that an addendum applies, the enclosed addendum is an integral part of this letter. Letter 947 (Rev. 2-2020) Catalog Number 35152P For important information about your responsibilities as a tax-exempt organization, go to www.irs.gov/charities. Enter "4221-PC" in the search bar to view Publication 4221-PC, Compliance Guide for 50 I (c)(3) Public Charities, which describes your recordkeeping, reporting. and disclosure requirements. Sincerely, ~a..-~ Stephen A. Martin Director, Exempt Organizations Rulings and Agreements Letter 947 (Rev. 2-2020) Catalog Number 35152P