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Home My WebLink About1040 CARLSBAD VILLAGE DR; #100; CBC2022-0253; PermitBuilding Permit Finaled {_ City of Carlsbad Commercial Permit Print Date: 10/31/2023 Job Address: 1040 CARLSBAD VILLAGE DR, # 100, CARLSBAD, CA 92008 Permit No: Status: CBC2022-0253 Closed -Finaled Permit Type: BLDG-Commercial 2033204900 $180,319.27 Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: B #of Dwelling Units: Track#: Lot#: Project#: Plan#: Bedrooms: Bathrooms: Construction Type: IA/VA Orig. Plan Check#: Occupant Load: 60 Plan Check#: Code Edition: 2019 Sprinkled: Yes Project Title: Description: CURO PET CARE: Tl (3877 SF) NEW PARTITIONS FOR PET HOSPITAL Applicant: Property Owner: CARLSBAD VILLAGE LLC CHAMPION PERMITS TIM SEAMAN PO BOX 5955 CHULA VISTA, CA 91912-5955 (619) 993-8846 3444 CAMINO DEL RION, # 202 SAN DIEGO, CA 92108-1712 (619) 285-5500 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -NON-STRUCTURAL FIRE Plan Review (per hr -Regular Office Hours) FIRE Plan Review (per hr -Regular Office Hours) SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $2,933.60 Total Payments To Date: $2,933.60 Applied: Issued: Finaled Close Out: 07/15/2022 11/01/2022 10/31/2023 Final Inspection: 07/17/2023 INSPECTOR: Kersch, Tim de Roggenbuke, Dirk Contractor: ROCKLIKE CONSTRUCTION CO INC 19555 EMPTY SADDLE RD WALNUT, CA 91789-4255 (562) 858-5687 Balance Due: AMOUNT $860.21 $194.00 $98.00 $16.00 $1,323.40 $223.50 $160.00 $8.00 $50.49 $0.00 Please take NOTICE that approval of your project includes the 11lmposition" 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 COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check CPJ:-ic,12.-o'l-.53 Est. Value PC Deposit Date Job Address 1040 CARLSBAD VILLAGE DRIVE Tenant Name#: CURO PET CARE Suite: 1 APN: 203-320-49-00 , ___ _ Lot #: ____ Year Built: _20_2_1 _______ _ Year Built: 2021 Occupancy:_B __ Construction Type: 1 NV A Fire sprinklers0YES0 NO A/C:@YES()NO BRIEF DESCRIPTION OF WORK:TENANT IMPROVEMENT -COMMERCIAL INTERIOR WORK ONLY FOR NEW TENANT. 0 Addition/New: ___________ New SF and Use, _________ New SF and Use ______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ ~Tenant Improvement: 3877 SF, _____ SF, Existing Use: _______ Proposed Use: ______ _ Existing Use: Proposed Use: ______ _ D Other: ________________________________ _ PRIMARY APPLICANT Name: TIM SEAMAN Address: P.O. BOX 5955 City: CHULA VISTA State: CA Zip: 91912 Phone: 619-933-8846 Email: TIM@CHAMPIONPERMITS.COM PROPERTY OWNER Name:CURO PET CARE (ARNIE-DIRECTOR OF CONSTRUCTION) Address:802 MONTGOMERY ST, STE 220 City:SAN FRANCISCO State:CA Zip:_94_1_3_3 __ _ Phone:7073152276 Email: FACILITIES@CUROPET.COM DESIGN PROFESSIONAL I ~NTRACTOR OF RECORD Name:OCIO DESIGN GROUP (SAMANTHA WINLAND) usiness Name: '.R9cl( (A'-lz:t.,, C.Ort'efructhJ11 !lo I Ji.,.e,., Address: 1717 5TH AVE City:SAN DIEGO Phone:6192320261 State:._C_A_~Zip: 92101 Email: SAMANTHA@OCIODESIGNGROUP .COM Architect State License: __________ _ ,ddress: ljJ52D J';(Ylofy 3;}JJ(L, {('o~ ity: W vJAt'l;;,;t 'Mate:__%:_Zip: "! /:ffl:j hone: C :7:Cz ~) ffi::~ 9 ~ mail: l'o c.jg (;(.£...L c.,,OV1~1f'r,.td<~'1 Q_ ~rYlai ( . c.2l "'.) SLB License#: q 15f</ 1: Class:. _ __,J:P:i._.,_ ___ _ •arlsbad Business License# (Required): ______ _ APPLICANT CERTIFICATION: I certify that/ 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 construct;on. NAME (PRINT}: SAMANTHA WINLAND SIGN:~ DATE: --"'3'-'/2::.::3c..:/2==2=---- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Bullding@carlsbadca.gov REV. 10121 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. I (OPTION A): LICENSED CONTRACTOR DECLARATION: l l t ~~ t. ~ '-i • I hereby affirm under penal tyo f per jury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Di vision 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 declarations {CHOOSE ONE): DI 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. _____________________________________________ _ _JOR- Difl have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, f~e_~rior~ce of the ~or which this permit is issued . My workers' com~n1atioJ;1.insurance carrier and policy number are: Insurance Company Name: ~ MfM ov" ~Dl1c..<.. ~ Policy No. '1 {) "":J"D'f-'.21--Expiration Date: t,(,( -().o I 2 ° '1-o -OR-• I 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 CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show al/existing ondpraposed buildings, structures, access roods, and utilities/utility easements. All proposed modifications and/or additions ore clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered ar 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 roods/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 label as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in exi.stence at the time of their construction, u otherwise noted. (OPTION B): 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- 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-0 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 tor 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, fs available upon request when this application is submitted or at the following Web site: http:Ilwww.leginfo.ca.govlcataw.html. OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all exl.sting and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or addition.sore clearly labeled on the site plan, 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 roods/easements, and utilities. The existing and proposed use of each buildmg as stated is true and correct; all easements and other encumbrances to development hove been accurately shown and labeled as we// as all on-.site grading/site preparation. All improvements e11isting 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: Building@car!sbadca.gov 2 REV. 10/21 Permit Type: Work Class: Status: Scheduled Date 07/17/2023 " " ' PERMIT INSPECTIQN HISTO&Y for (CB:C:2922-0253) BLDG-Commercial Application Date: 07/15/2022 Owner: CARLSBAD VILLAGE LLC Tenant Improvement Issue Date: 11/01/2022 Subdivision: Closed -Finaled Expiration Date: 09/18/2023 Address: 1040 CARLSBAD VILLAGE DR, # 100 IVR Number: 42028 CARLSBAD, CA 92008 Actual Start Date Inspection Type Inspection No. NOTES Created By Angie Teanio Inspection Status TEXT 562-858-5687 John Primary Inspector 07/17/2023 BLDG-Final Inspection Checklist Item 217609-2023 COMMENTS Passed Dirk de Roggenbuke BLDG-Building Deficiency BLOG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final NOTES Created By Angie T eanio 5/17/23 Temporary occupancy given. Final pending installation of 1 hr rated door between garage and lobby 7/17/23 Final complete TEXT 562-858-5687 John Re inspection Created Date 05/16/2023 Passed Yes Yes Yes Yes Yes Created Date 05/16/2023 Inspection Complete Tuesday, October 31, 2023 Page 3 of 3 PERMIT INSPEGTION HISTORY for (CBC2022-0253) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: Issue Date: 07/15/2022 11/01/2022 Owner: CARLSBAD VILLAGE LLC Subdivision: Status: Scheduled Date 02/22/2023 03/21/2023 05/17/2023 Closed -Finaled Expiration Date: 09/18/2023 Address: 1040 CARLSBAD VILLAGE DR, #100 IVR Number: 42028 CARLSBAD, CA 92008 Actual Inspection Type Start Date Checklist Item Inspection No. COMMENTS BLDG-Building Deficiency 02/22/2023 BLDG-16 Insulation Checklist Item 204020-2023 COMMENTS BLDG-Building Deficiency BLDG-17 Interior Lath/Drywall Checklist Item 203849-2023 COMMENTS BLDG-Building Deficiency 03/2112023 BLDG-34 Rough Electrical Checklist Item 205907-2023 COMMENTS Inspection Status Passed Passed Passed BLDG-Building Deficiency NOTES Created By Angie Teanio TEXT 562-858-5687 John BLDG-44 Rough/Ducts/Dampers 205905-2023 Passed Checklist Item BLDG-Building Deficiency NOTES Created By Angie T eanio COMMENTS TEXT 562-858-5687 John BLDG-85 T-Bar, Ceiling 205906-2023 Passed Grids, Overhead Checklist Item BLDG-Building Deficiency NOTES Created By Angie T eanio COMMENTS TEXT 562-858-5687 John Primary Inspector Dirk de Roggenbuke Dirk de Roggenbuke Dirk de Roggenbuke Dirk de Roggenbuke Dirk de Roggenbuke 05/17/2023 BLDG-Final Inspection Checklist Item 211227-2023 COMMENTS Partial Pass Dirk de Roggenbuke BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 5/17 /23 Temporary occupancy given. Final pending installation of 1 hr rated door between garage and lobby Reinspection Inspection Passed No Complete Passed Yes Complete Passed Yes Complete Passed Yes Created Date 03/20/2023 Complete Passed Yes Created Date 03/20/2023 Complete Passed Yes Created Date 03/20/2023 Reinspection Incomplete Passed Yes Yes Yes Yes Yes Tuesday, October 31, 2023 Page 2 of 3 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for {CBC2022-0253) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 07/15/2022 Issue Date: 11/01/2022 Owner: CARLSBAD VILLAGE LLC Subdivision: Status: Scheduled Date 12/07/2022 01/03/2023 01/09/2023 02/07/2023 02/21/2023 Closed -Finaled Expiration Date: 09/18/2023 IVR Number: 42028 Address: 1040 CARLSBAD VILLAGE DR, # 100 CARLSBAD, CA 92008 Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector 12/07/2022 BLDG-44 198138-2022 Partial Pass Tim Kersch Rough/Ducts/Dampers Checklist Item COMMENTS BLDG-Building Deficiency 01/03/2023 BLDG-81 Underground 199996-2022 Passed Dirk de Roggenbuke Combo(11, 12,21,31) Checklist Item BLOG-Building Deficiency BLDG-11 Foundation-Ftg-Piers (Rebar) BLDG-21 Underground-LI nderfloor Plumbing BLDG-31 Underground-Conduit Wiring COMMENTS 1/3/23 underground ok. Back fill, place vapor barrier and trench dowels. Ok to pour back 01/09/2023 BLDG-11 200298-2023 Partial Pass Dirk de Roggenbuke Foundation/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS 1 /9/23 ok pour back utility trenches. Provide special inspection report for stair rebar and epoxy 02/07/2023 BLDG-84 Rough Combo(14,24,34,44) 202384-2023 Passed Dirk de Roggenbuke 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 NOTES Created By Seta Levanduski COMMENTS 2/7/23 rough combo ok to insulate and drywall TEXT JOHN 562-858-5687 BLDG-17 Interior Lath/Drywall 203711-2023 Cancelled Dirk de Roggenbuke Reinspection Inspection Reinspection Incomplete Passed Yes Complete Passed Yes Yes Yes Yes Reinspection Incomplete Passed No Passed Yes Yes Yes Yes Yes Created Date 02/06/2023 Complete Reinspection Incomplete Tuesday, October 31, 2023 Page 1 of 3 Field Daily Report Engineer: Project# MALEK ENGINEERS Job Name: CURO PET CARE Job Address: 1040 CARLSBAD VILLAGE DR. #100, CARLSBAD, CA Report Date: 01-09-2023 WIERMERS PROPERTIES Inspector: Dannv G. Estrada Client: ROCK LIKE CONSTRUCTION License# 5093138 ICC Exp Date: 09-09-2025 Contractor: PERMIT NO. CBC 2022-0253 License Required for Inspection: Reinforced Concrete Contact at Site: Kennedy 5093138-49 ICC Penni!# Jurisdiction CITY of Carlsbad Offsite? lJYes 0No Offsite Location: DESCRIPTION: Epoxy Placement Inspection. TYPE OF WORK: (check one) D Reinforced Concrete _J Prestressed Concrete D Masonry _J Welding □Other ______________ _ Description of Work: Provided continuous inspection for the placement of #5 grade 60 A-615 rebar used as vertical dowels from existing concrete slab to accept "NEW" concrete. Verified holes for proper embedment depth 4" from top existing concrete. Verified placement of #5 rebar 1 top and bottom used to dowel from existing concrete at 'NEW" 6" thick concrete. Verified all dowels for proper embedment depth 4" from face of existing concrete. All doweling placed per Detail #4 Sheet S3. Verified all holes for proper cleanliness prior to placement of epoxy. Epoxy used HILTI -RE500 V3 placed Per ICC ESR #3814 (expiration dated 01-24-2024) and manufacturers instructions. All work observed was found to be in compliance per approved stamped plans and specifications. RECORD COPY City of Carlsbad J Bl JILDING DIVISION DATE TASK# REGULAR Q.T. TIME IN TIMEOUT 01-09-2023 N Danny G. Estrada Inspector ame: ----''----------------Signature: ______________ _ Approved by: ----1~',£l,..:.,Qc;,~µ.lrl:uX"'-'kl"'~'-"-"-"=::::.-=.(J,___,=---Signatore: ~.----------- (Print Name) J ~/ STRUCTURAL ENGINEERS ~ ,,,,.,,_,,,, • """"''"'°'' STRUCTURAL CALCULATIONS FOR CURO PER CARE T.I. 1040 CARLSBAD VILLAGE DRIVE SUITE I CARLSBAD, CA 92008 CLIENT: OCIO DESIGN GROUP PROJECT NO.: 3193.51 //' .-~ " ,,,,., '\ 2,.. ~ 9\t\ri,ov No. 2810 ; _r (, J.,• :· * ~,......, •m CBC2022-0253 ~ > f--(.) 1040 CARLSBAD VILLAGE DR #100 CURO PET CARE: Tl (3877 SF) NEW PARTITIONS FOR PET HOSPITAL 2033204900 9/8/2022 '/////~ MEMBEP OF STRUCTURAL EN, '////// CBC2022-0253 MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF 319:3--51 I 11 BY: fl ,-.._ I D;\TE: t-/i1. SUBJECT: LPA-0 0 P~vl ._,b • 3 -S' /J ta f' /tJ.JIJM c £x1Jr10 i,Jr+u.. t4f,.,oy_ It.Jilt.-Pf n1v\. ~~4,. H1&1t y /111 ii' . I -,t ll-N, (I_ I 2. /lf.).J f 'l, -( ~ .; C MV 1,..kn..,) rJ. 7~ ' .,4 ~ 312.-(' t--1--' 6'{',! &rz_,e, J}H-J. '2.. i :J !: X(JT 'b · 6MU yJ/}'Vz., fft~oN-w1u_ /!,C' ~~1•n ;;:-Ir IJ h 1'-" ' ,, 3_4 off'I' 7 MALEK ENGINEERS, INC. SAN DIEGO, CA. [;~~i~~,'.'' ~"!<'','', ,,;,:.·• I DESCRIPTION: CMU WALL HEADER • Code ·References ··---• ' -· -·-···· Calculations per TMS.402-1 6, IBC 2°018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 • G&neral Information ~·-----rm Fs Em= rm• Wall Wt Mull 1,500.0 psi 24,000.0 psi 750.0 1.0 Clear Span Beam Depth Thickness End Fixity 3.50 ft 3.330ft 8 in Rebar Size # Bars @ Locations Top Clear Btm Clear 4.0 Block Type Medium Wt Lateral Wind Load Beam is Fully Braced ? 0.0 psf Equiv. Solid Thick Wall Weight Pin-Pin 0.0in 0.0 psf 0.0 ksi 0.0 # Bar Sets Bar Spacing 6.0 in 6.0 in 3 5.0 in Lateral Wall Weight Seismic Factor Calculate vertical beam weight ? Yes 0.330 No Uniform Loads·-----· -- E n Ld #1: ~0.3120) ' ' ♦ t StartX EndX 3.50 ft 0.0 ft 0.0 ft 0.0 ft Dead Logd L : Floor Live Lr : RQQf Live S :Snow w ; Wind E : Earthquake #1 0.0 ft #2 0.0 ft #3 0.0 ft #4 0.0 ft DESIGN SUMMARY Maximum Stress Rafios ... ~ • fb/Fb fv/fv Minimum Mn = 1.3 * Fer • S = Vertical Strength As rho np k : ((np)A2+2np)A.5-np I=1-k/3 M:mas=Fb k j b dA2fl. M:Stl = FsAs j d 0.0 0.0 0.3120 0.0 0.0 0.0 Lateral SRSS Combination 0.0 0.0 : 1.00 0.0 0.0 : 1.00 0.0 k-ft 0.0 in"2 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Maximum Moment Vertical Loads for Load Combination : Lateral Loads 0.0 0.0 0.0 0.0 for Load Combination : E Only• 0.70 Maximum Shear Vertical Loads for Load Combination : Lateral Loads for Load Combination : E Only• 0.70 0.0 0.0 k/ft 0.0 0.0 k/ft 0.0 0.0 k/ft 0.0 0.0 k/ft ---Actual ~ k.ft •• 0.0 k-ft 0.0 k-ft 0.Ok-ft Ac1ual 0.0psi 0.0psi 0.0 Allowable 0.0psi 0.0psi Lateral Strength (Checking lateral bending for span) ~ M~ ~ M np k: (npA2+2np)A.5-np j=1 -k/3 M:mas=Fb k j b dA2f2 M:S11 = Fs As j'd 0.0 0.0 0.0 0.0 k-ft 0.0 k-ft MALEK ENGINEERS, INC. SAN DIEGO, CA. DESCRIPTION: CMU WALL HEADER Detailed Load Combination Results Load Combination E Only *0.70 E Only* 0.5250 Mmax k-ft 0.00 0.00 0.00 Mallow k-ft 47.39 47.39 47.39 Vertical fv: Vert Fv : Vert psi psi 0.00 TT.46 0.00 77.46 0.00 TT.46 y Lateral .. ··--Mactual Mallow fv Fv k-ft k-ft psi psi 0.00 10.46 0.00 38.73 0.97 10.46 1.28 38.73 0.73 10.46 0.96 38.73 ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33 .16342519999999&1... A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. O The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why, L\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: 1040 Carlsbad Village Dr, Carlsbad, CA 92008, USA 33.16342519999999, -117.3434709 74 ft 2022-09-02T03:27:50.187Z Seismic ASCE7-16 Risk Category: II Site Class: D-default Basic Parameters Name Value Description Ss 1.061 MCER ground motion (period=0.2s) S1 0.385 MCER ground motion (period=1.0s) SMS 1.273 Site-modified spectral acceleration value SM1 • null Site-modified spectral acceleration value Sos 0.849 Numeric seismic design value at 0.2s SA S01 • null Numeric seismic design value at 1.0s SA * See Section 11.4 .8 .... Additional Information Name Value Description soc • null Seismic design category Fa 1.2 Site amplificatlon factor at 0.2s Fv • null Site amplificatlon factor at 1.0s CRs 0.896 Coefficient of risk (0.2s) CR1 0.906 Coefficient of risk ( 1.0s) I of2 o/ Q/1/?0?? R·?7 -Pl\.< ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33. 16342519999999&1... PGA 0.467 FpGA 1.2 PGAM 0.561 TL 8 SsRT 1.061 SsUH 1.185 SsD 1.5 S1RT 0.385 S1UH 0.424 S1D 0.6 PGAd 0.56 * See Section 11.4.8 MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long-period transttion 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 exceedanca in 50 years) Factored deterministic acceleration value (1.0s) Factored deterministic acceleration value (PGA) 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 confinn any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out whr., Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. r 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. 2 of2 Q/l /?07? R·?7 PM MALEK ENGINEERS, INC. SAN DIEGO, CA. JOB NO. SHEET NO. OF h BY: f}, ,._.., / DATE: 7/$2 SUBJECT: tfpC,.,Tf (1.,..3 Ax)J~ (2..f' ~ /-x J.44 Iii\ (it-3) J, O • .>t}i) :~ 42 J 3 1-4 o.+z "'-. ,'b. 3.3 I' 11' & ovt'IZ .J 1 c:i vtf!. vii t.lf:J {2.. " /6 -<. 91 ~4-5-5 # -;___ VI ' /I .3 '& n-11 .J.' "0.$ lh J L) .,_ ,1, z .3 ~ 51 ,J C6 c ,it/J 1 '6 01-1J ,j/11A.. CID,J.fi'(lJ C;~,_,.) 0'1fA1t. /J .J:J I l'rVflr,lt?t..I T MALEK ENGINEERS, INC. SAN DIEGO, CA. Con~.-e~,a~m--• 1mifi?JH'tt+ft·W·· DESCRIPTION: CONCRETE STAIR SLAB CODE REFERENCES ==~-------Ca I cu I a ti on s per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: ASCE 7-16 Material Properties re in • fr•fc '7.50 ljl Density 'Jc LtWt Factor Elastic Moculus fy-Main Rebar • E -Main Rebar • 3.0 ksi 410.792 psi 150.0 pcf 1.0 3,122.0 ksi 60.0 ksi 29,000.0 ksi d, Phi Values Fy-Stirrups E -Stirrups Stirrup Bar Size # • Number of Resisting Legs Per Stirrup • > Cross Section & Reinforcing Details Reciangular Section, Wid1h • 12.0 in, Height• 6.0 in Span #1 Reinforcing .... HIS at 2.0 in from Bottom, from 0.0 to 5.0 ft in this span Beam self weight calculated and added to loads Load for Span Number 1 UnifonmLoad: D•0.010, L•0.10k/ft, TnbutaryWidth•1.0ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn • Phi : Allowable Location of maximum on span Span# where maximum occurs 0.159: 1 Typical Section 0.8187 k-ft 5.156 k-ft 2.495 ft Span# 1 Flexure • 0.90 Shear• 0. 750 0.850 60.0ksi 29,000.0 ksi 3 1.0 5_0 ft 12"wx6"h Maxlmum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions Support nolalion: Far left is #1 Design OK 0.002 in Ratio = 0.000 in Ratio= 0.004 in Ratio= 0.000 in Ratio= 28781 >=360 0<360.C 15557>•180, 0<180.C Load Combination ----------c--.,-,---,,--,c-------------------------Support 1 Support2 Overan MAXfITlum Overall MINimum ,O;H +!M-IH ,0-<lr..+I +O<S-IH .0..0.750Lr..0.750L ..+I +ll-,0.750L ..0.750S-IH .0..0.60W-IH ,0.,0_ 750Lr..0. 750L ..0.450W..+I .0..0. 750L ..0.750S..0. 450W..+I ..0.600..0.60W..0.60H ,0.,0.70E..0.60H 0.463 0.462 0.128 0.127 0.213 0.212 0.463 0.462 0.213 0.212 0.213 0.212 0.400 0.400 0.400 0.400 0.213 0.212 0.400 0.400 0.400 0.400 0.128 0.127 0.213 0.212 7/ MALEK ENGINEERS, INC. SAN DIEGO, CA. I I I DESCRIPTION: CONCRETE STAIR SLAB Vertical Reactions load Corooination ..0+0.750L +O 750S<0.5250E+H •• +0.600-<-0.70E<H DOn~ Lr On~ LOn~ son~ won~ EOn~ HOn~ Support 1 0,400 0.128 0.213 0.250 Detailed Shear Information Load Combination +1:20D+1.60L+0.50S+1.60R +1.20D+1.60L .0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L.0.50S+1.60H +1.20D+1.60l +0.50S+1.60H + 1.20D+1.60l +O .50S• 1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60l .0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.20D+1.60L +0.50S•1.60H + 1.20D+1.60l +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1,20D+1.60L +0.50S+1.60H + 1.20D+1.60l +0.50S+1.60H +1.20D•1.60l +0.50S+1.60H +1.20D+ 1.60L +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.201>t-1,60L+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60l +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D•1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +120D+1.60l+0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +120D+1.60L +0.50S+1.60H +1.20D+1.60L +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H + 1.20D+1.60L +0.50S+1.60H +1.20D+ 1.60l +0.50S+1.60H +1.20D+1.60l +0.50S+1.60H +1.20D+1.60l +0.50S+ 1.60H +1.20D+1.60l +0.50S+1.60H Span Distance 'd' Number (ft) (in) 0.00 4.00 0.05 4.00 0.11 4.00 0.16 4.00 0.22 4.00 0.27 4.00 0.33 4.00 0.38 4.00 0.44 4.00 0.49 4.00 0.55 4.00 0.60 4.00 0.66 4.00 0.71 4.00 0.77 4.00 0.82 4.00 0.87 4~0 0.93 4.00 0.98 4.00 1.04 4.00 1.09 4.00 1.15 4.00 1.20 4.00 1.26 4.00 1.31 4.00 1.37 4.00 1.42 4.00 1.48 4.00 1.53 4.00 1.58 4.00 1.64 4.00 1.69 4.00 1.75 4.00 1.80 4.00 1.86 4.00 1.91 4.00 1.97 4.00 2.02 4.00 2.08 4.00 2.13 4.00 2.19 4.00 224 4.00 2.30 4.00 Support notation : Far left~ #1 Support2 o.'lllil~-- 0.127 0.212 0.250 Vu (k) Mu d'Vu/Mu Actual Des~n (]<-ft) 0.66 0.66 0.00 1.00 0.64 0.64 0.04 1.00 0.63 0.63 0.07 1.00 0.61 0.61 0.10 1.00 0.60 0.60 0.14 1.00 0.58 0.58 0.17 1.00 0.57 0.57 0.20 0.95 0.55 0.55 0.23 0.60 0.54 0.54 0.26 0.69 0.53 0.53 0.29 0.60 0.51 0.51 0.32 0.54 0.50 0.50 0.35 0.48 0.48 0.48 0.37 0.43 0.47 0.47 0.40 0.39 0.45 0,45 0.42 0.36 0.44 0.44 0.45 0.33 0.43 0.43 0.47 0.30 0.41 0.41 0.50 0.28 0.40 0.40 052 026 0.38 0.38 0.54 0.24 0.37 0.37 0.56 0.22 0.35 0.35 0.58 0.20 0.34 0.34 0.60 0.19 0.33 0.33 0.62 0.18 0.31 0.31 0.63 0.16 0.30 0.30 0.65 0.15 028 0.28 0.67 0.14 0.27 0.27 0.68 0.13 0.25 0.25 0.70 0.12 0.24 0.24 0.71 0.11 0.23 0.23 0.72 0.10 0.21 0.21 0.73 0.10 0.20 0.20 0.74 0.09 0.18 0.18 0.76 0.08 0.17 0.17 0.76 0.07 0.15 0.15 0.77 0.07 0.14 0.14 0.78 0.06 0.13 0.13 0.79 0.05 0.11 0.11 0.80 0.05 0.10 0.10 0.80 0.04 0.08 0.08 0.81 0.03 0.07 0.07 0.81 0.03 0.05 0.05 0.81 0.02 ------- Phi"Vc (k) 4.33 4.33 4.33 4.33 4.33 4.33 4.30 4.21 4.15 4.10 4.06 4.02 4.00 3.97 3.95 3.94 3.92 3.91 330 3.88 3E7 3.86 3.86 3.85 3.84 3.83 3.83 3.82 3.82 3.81 3.81 3.80 3.80 3.79 3.79 3.78 3.78 3.78 3.77 3.77 3.77 3.76 3.76 Comment Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhlVc/2 Vu< PhiVc/2 Vu< PhNc/2 Vu< PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhlVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu <PhNG'2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVcl2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhlVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhiVd2 Vu< PhlVc/2 Vu< PhiVc/2 Vu< PhiVc/2 Vu< PhlVc/2 Vu <PhiVc/2 Vu <PhiVc/2 Vu< PhiVc/2 Phi'Vs Phi'Vn Spadng (in) (k'-) ----'-(k'-) __ Re~q'_d Suggest lot Reqd 9.6. 4.3 O.D 0.0 lo!Reqd 9.6. 4.3 0.0 0.0 lot Reqd 9.6. 4.3 0.0 0.0 lot Reqd 9.6. 4.3 0,0 0.0 lotReqd 9.6. 4.3 0.0 0.0 lot Reqd 9.6. 4.3 0.0 0.0 lot Reqd 9.6. 4.3 0.0 0.0 lot Reqd 9.6. 4.2 0.0 0.0 lotReqd9.6. 4.1 0.0 0.0 lot Reqd 9.6. 4.1 0.0 0.0 lotReqd9.6. 4.1 0.0 0.0 lot Reqd 9.6. 4.0 0.0 0.0 lo1 Reqd 9.6. 4.0 0.0 0.0 lot Reqd 9.6. 4.0 0.0 0.0 lot Reqd 9.6. 4.0 0.0 0.0 lot Reqd 9.6. 3.9 0.0 0.0 lot Reqd 9.6. 3.9 0.0 0.0 lot Reqd 9.6. 3.9 0.0 0.0 lot Reqd 9.6. 3.9 0.0 0.0 lo1 Reqd 9.6. 3.9 0.0 0.0 lo!Reqd9.6. 3.9 0.0 0.0 lot Reqd 9.6. 3.9 0.0 0.0 lot Reqd 9.6. 3.9 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0,0 0.0 lotReqd9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lotReqd9.6. 3.8 0.0 0.0 101 Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lotReqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lotReqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 lot Reqd 9.6. 3.8 0.0 0.0 MALEK ENGINEERS, INC. SAN DIEGO, CA. :. c9pcreti•.tiain> .. ,;~{:;'C;[,~jj(i;,.,fof.•:ffit'ji;ti;li~~i::l!~1111~~=~,1ffl\%~1Li·,· ' " " DESCRIPTION: CONCRETE STAIR SLAB Detailed Shear Information Span Distance 'd Vu (k) Mu d'Vu/Mu P~'Vc Comment Phi'Vs Phi'Vn Spacing (in) Load Combination Number (ft) (in) Actual Design (k•ftJ (k) (k) (k) Req'd Suggest +UOD+1.60L+0.50S•1.60H 2.35 4.00 0.04 0.04 0.82 0.02 3.76 Vu< PhiVc/2 lot Reqd 9.6. 3.6 0.0 0.0 + 1.20D+1.60L +0.50S+1.60H 2.40 4.00 0.03 0.03 0.82 0.01 3.75 Vu< PhiVd2 lot Reqd 9.6. 3.8 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 2.46 4.00 0.01 0.01 0.82 0.00 3.75 Vu< PhiVc/2 lot Reqd 9.6. 3.7 o.o 0.0 +1.20D•1.60L +0.50S•1.60H 2.51 4.00 -0.00 0.00 0.62 0.00 3.75 Vu< PhNc/2 lot Reqd 9.6. 3.7 0.0 0.0 •1.20D+1.60L +0.50S+1.60H 2.57 4.00 -0.02 0.02 0.82 0.01 3.75 Vu< PhiVd2 lot Reqd 9.6. 3.6 0.0 0.0 +1.20D+1.60L +0.50S• 1.60H 2.62 4.00 -0.03 0.03 0.82 0.01 3.75 Vu< PhiVd2 lot Reqd 9.6. 3.8 0.0 0.0 • 1.20D+1.60L +0.50S+1.60H 2.68 4.00 -0.05 0.05 OB1 0.02 3.76 Vu< PhiVc/2 lot Reqd 9.6. 3.6 0.0 0.0 +1.20D+1.60L +0.50S•1.60H 2.73 4.00 -0.06 0.06 0.61 0.02 3.76 Vu< PhNc/2 lot Reqd 9.6. 3.8 0.0 0.0 +1.20D•1.60L +0.50S•1.60H 2.79 4.00 -0.06 0.08 0.81 0.03 3.76 Vu<PhiVd2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60L +0.50S•1.60H 2.84 4.00 -0.09 0.09 0.80 0.04 3.77 Vu< PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+ 1.60L +0.50S•1.60H 2.90 4.00 -0.10 0.10 0.80 0.04 3.77 Vu< PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60L +0.50S+1.60H 2.95 4.00 -0.12 0.12 0.79 0.05 3.78 Vu< PhlVc/2 lot Reqd 9.6. 3.6 0.0 0.0 +1.20D+1.60L +0.50S+ 1.60H 3.01 4.00 -0.13 0.13 0.79 0.06 3.76 Vu <PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+ 1.60L +0.50S• 1.60H 3.06 4.00 -0.15 0.15 0.78 0.06 3.78 Vu< PhiVc/2 lot Reqd 9.6. 3.8 0.0 0.0 +1.200+1 .60L +0.50S+1.60H 3.11 4.00 -0.16 0.16 o.n 0.07 3.79 Vu< PhiVc/2 lot Reqd 9.6. 3.8 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 3.17 4.00 -0.18 0.18 0.76 0.06 3.79 Vu< PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60L +0.50S+1.60H 3.22 4.00 -0.19 0.19 0.75 0.06 3.80 Vu< PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60L +0.50S+1.60H 3.28 4.00 -0.20 0.20 0.74 0.09 3.80 Vu< PhlVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+t .60L +0.50S+1.60H 3.33 4.00 -0.22 0.22 0.73 0.10 3.80 Vu< PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60L +0.50S•1.60H 3.39 4.00 -0.23 0.23 0.72 0.11 3.81 Vu< PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60L +0.50S+1.60H 3.44 4.00 -0.25 0.25 0.70 0.12 3.81 Vu< PhlVc/2 lot Reqd 9.6. 3.6 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 3.50 4.00 -0.26 0.26 0.69 0.13 3.62 Vu< PhiVc/2 lot Reqd 9.6. 3.6 o.o 0.0 +1.20D+1.60L +0.50S• 1.60H 3.55 4.00 -0.28 0.28 0.67 0.14 3.83 Vu< PhiVc/2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60l +0.50S+1.60H 3.61 400 -0.29 0.29 0.66 0.15 3.83 Vu< PhlVc/2 lotReqd 9.6 3.8 00 0.0 +1.20D+t.60L +0.50S+1.60H 3.66 4.00 -0.30 0.30 0.64 0.16 3.64 Vu< PhiVcJ2 lot Reqd 9.6. 3.8 o.o 0.0 +1.20D+1.60L +0.50S+1.60H 3.72 4.00 -0.32 0.32 0.63 0.17 3.85 Vu< PhiVc/2 lot Reqd 9.6. 3.6 o.o 0.0 +1.20D+1.60L +0.50S•1.60H 3.77 4.00 -0.33 0.33 0.61 0.18 3.85 Vu< PhN0'2 lot Reqd 9.6. 3.9 0.0 0.0 •120D+1.60L+0.50S+1.60H 3.83 4.00 -0.35 0.35 0.59 0.20 3.86 Vu< PhiVc/2 lot Reqd 9.6. 3.9 0.0 0.0 +1.20D+1.60L +0.50S•1.60H 3.88 4.00 -0.36 0.36 0.57 0.21 3.67 Vu< PhiVc/2 lotReqd 9.6. 3.9 o.o 0.0 +1 .20D•1.60L +0.50S+1.60H 3.93 4.00 -0.38 0.38 0.55 0.23 3.88 Vu< PhNc/2 lot Reqd 9.6. 3.9 0.0 0.0 +1.20D•1.60L +0.50S+1.60H 3.99 4.00 -0.39 0.39 0.53 0.25 3.89 Vu< PhlVc/2 lot Reqd 9.6. 3.9 0.0 0.0 +1.20D•1.60L +0.50S+1.60H 4.04 4.00 -0.40 0.40 0.51 0.27 3.90 Vu< PhiVo'2 lot Reqd 9.6. 3.9 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 4.10 4.00 -0.42 0.42 0.48 0.29 3.91 Vu< PhiVc/2 lotReqd 9.6. 3.9 o.o 0.0 + 1.20D+1.60L +0.50S•1.60H 4.15 4.00 -0.43 0.43 0.46 0.31 3.93 Vu< PhiVrJ2 lot Reqd 9.6. 3.9 0.0 0.0 +1.20D+1.60L -t0.50S+1.60H 4.21 4.00 -0.45 0.45 0.44 0.34 3.94 Vu< PhlVc/2 lot Reqd 9.6. 3.9 0.0 0.0 •1.20D+ 1 .SOL +0.50S+1.60H 4.26 4.00 -0.46 0.46 0.41 0.37 3.96 Vu< PhiVc/2 lo!Reqd9.6. 4.0 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 4.32 4.00 -0.48 0.48 0.39 0.41 3.99 Vu< PhiVc/2 lot Reqd 9.6. 4.0 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 4.37 4.00 -0.49 0.49 0.36 0.45 4.01 Vu< PhiVc/2 IOtReqd 96. 4.0 0.0 0.0 +1.20D+1.60L +0.50S+ 1.60H 4.43 4.00 -0.50 0.50 0.33 0.51 4.04 Vu <PhiVcl2 lot Reqd 9.6. 4.0 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 4.48 4.00 -0.52 0.52 0.30 0.57 4.08 Vu< PhNc/2 lot Reqd 9.6. 4.1 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 4.54 4.00 -0.53 0.53 0.26 0.64 4.12 Vu< PhiVc/2 lot Reqd 9.6. 4.1 0.0 0.0 +1.20D+ 1.60L +0.50S+ 1.60H 4.59 4.00 -0.55 0.55 0.25 0.74 4.18 Vu< PhNo'2 klt Reqd 9.6. 4.2 o.o 0.0 +1.200+1 .60L +0.50S•1.60H 4.64 4.00 -0.56 0.56 0.22 0.87 4.25 Vu< PhiVc/2 lot Reqd 9.6. 4.3 0.0 0.0 +1.20D+1.60L +0.50S+ 1 .60H 4.70 4.00 -0.58 0.58 0.19 1.00 4.33 Vu< PhiVc/2 lot Reqd 9.6. 4.3 0.0 0.0 +1.200•1.60L +0.50S+1.60H 4.75 4.00 -0.59 0.59 0.15 1.00 4.33 Vu< PhiVc/2 lot Reqd 9.6. 4.3 0.0 0.0 +1.20D+1.60L +0.50S+1.60H 4.81 4.00 -0.60 0.60 0.12 1.00 4.33 Vu <PhNc/2 lot Reqd 9.6. 4.3 0.0 0.0 +1.20D+t.60L+0.50S+1.60H 4.86 4.00 -0.62 0.62 0.09 1.00 4.33 Vu< PhiVc/2 lot Reqd 9.6. 4.3 o.o 0.0 +1.200•1.60l +0.50S+1.60H 4.92 4.00 -0.63 0.63 0.05 1.00 4.33 Vu< PhNc/2 lot Reqd 9.6. 4.3 o.o 0.0 +1.20D+1.60L +0.50S+1.60H 4.97 4.00 -0.65 0.65 0.02 1.00 4.33 Vu< PhiVc/2 lot Reqd 9.6. 4.3 0.0 0.0 Maximum Forces & Stresses for Load Combinations ---·--~--- Load Combiri8tion Location liif Bending Stress· Results I k-fl) Segment Span# along Beam Mu: Max Phi'Mnx Stress Ratio MAXimum BENDING. Envelope 0.82 5.16 0.16 Span# 1 5.000 MALEK ENGINEERS, INC. SAN DIEGO, CA. ······-------·=------~ Co#cr~~~{Jijjrtr , ... " DESCRIPTION: CONCRETE STAIR SLAB load Combination Segment +1.400+1.60H Span# 1 +1.200+0.50Lr+ 1.60L +1.60H Span# 1 +1.200+ 1.60L +0.50$+ 1.60H Span# 1 +1.20D+1.60Lr+L+1.60H Span# 1 +1.200+ 1.60Lr+0.50W+1.60H Span# 1 +1.20D+L+1.60S+1.60H Span# 1 +1.200+1.60S+0.50W+1.60H Span# 1 +1.200+0.50Lr+L +W+1.60H Span# 1 +1.200+L +0.50S+W+1.60H Span# 1 +0.900+W+1.60H Span# 1 +1.20D+L +0.20S+E+1.60H Span#1 +0.900+E+0.90H Span# 1 Overall Maximum Deflections Location (ft) Span# aong Beam 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 5.000 Bending S1ress Results ( k-ft) Mu:Max PhrMnx Stress RaUo ---· 0.37 5.16 O.D7 0.82 5.16 0.16 0.82 5.16 0.16 0.63 5.16 0.12 0.32 5.16 0.06 0.63 5.16 0.12 0.32 5.16 0.06 0.63 5.16 0.12 0.63 5.16 0.12 0.24 5.16 0.05 0.63 5.16 0.12 0.24 5.16 0.05 Load Combination • • Span Max."-" Defl (hl) Location in Span (ft) Load Combinafion Max."+" Defl (in) LocaUon in Span(ft)· 0.0000 ----0.000 +04.+H o.1Xi39 2.soo to/ MALEK ENGINEERS, INC. JOB NO. SHEETNO. OF l I /I SAN DIEGO, CA. BY: I DATE: o/ZL SUBJECT: -----. -.. ,, .. -___ .,_,. __ --------1-· ..:::) 0-/+.sc,,,c I l, C' X; J 1.. {;? ...,,(_, Ji A iii r,., {!. .S/l'fl /1. ~ 'I-vi.. L4 i'} Q ,J,;. .. ~, f~ 3 1 x~i X,,5-, + {i5+io,!)x2._,;,'.,_ 71,3 flt,,/ i-J'1of'rt, 71:,::.} /StJrJ"' o., < e," ; 2,✓t/ '':.. lb" J ~ 'ilti (lC ,,/( jJ u'o C a-[) a-a -0 o-'5 'l, Business Name Curo Pet Project Address Hazardous Materials Questionnaire County of San Diego, Department of Environmental Health and Quality PO Box 129261, San Diego, CA 92112-9261 (858) 505-6700 (800) 253-9933 www.sdcdehq.org Business Contact Tim Seaman 1040 CARLSBAD VILLAGE DR City CARLSBAD State CA Applicant Tim Seaman Applicant E-Mail tim@championpermits.com Record ID#: Not in System Plan Check#: DEH2022-HHMBP-012455 Balance Due: $87.00 Telephone# Plan File# (619) 993-8846 Zip Code 92008-1803 Applicant Telephone # (619) 993-8846 APN # 203-320-39-00 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 Facility's Square Footage (including proposed project): 3877 □ Explosive or Blasting Agents □ Organic Peroxides □ Water Reactives □ Corrosives r,J Compressed Gases □ Oxidizers □ Flammable/Combustible Liquids □ Pyrophorics D Cryogenics D Highly Toxic or Toxic Materials □ □ Other Health Hazards None of These □ Flammable Solids □ Unstable Reactives □ Radioactives PART 11· SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION (HMO): ff 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: 1. 2. 3. 4. 5. 6 7. 8. YES NO r,J □ r,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? WiU 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 gatfons? (California's Aboveground Petroleum Storage Act). □ □ □ CalARP Exempt CalARP Required CaJARP Complete Review Date: PART 111· SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT {APCOl: 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 buHding or demo1'1tion 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 □ r,J □ □ □ □ □ 00 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 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. □ □ Will the subject facility or construction activities indude operations or equipment that emit or are capable of em·1tting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org/info/facts/permits.pdf □ (ANSWER ONLY JF QUESTION 5 IS 'YES') Will the subject facility be located within 1,000 feel of the outer boundary of a school (K through 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 bus·1ness activities: Briefly describe proposed project: Pet Vet Tenant improvement I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. l&I: Fees Acknowledged: ~ Tim Seaman 9/27/2022 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 APCO COUNTY-HMO APCO \'i ;)I S,1,1, ,,.\ '()\<;.,, ~~/ ., ~; 'iii\~,'[!~ ''u M. Martinez ~ I·:.'H,Tli~':: 10/1312022 ::,11 1:'\,1G *A stamp 1n this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEHQ_HMD_HMBP _Questionnaire v 2.0 (812021) Printed on: 10/1312022@ 10:02 PM □ □ □ □ □ □ □ □ □ □ Date: 3/23/22 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Business Name: CURO PET CARE street Address: 1040 CARLSBAD VILLAGE DR, STE 1 Email Address: TIM@CHAMPIONPERMITS.COM PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) EZI Check all below that are present at your facility: Acid Cleaning D Food Processing D Metal Powders Forming Assembly D Glass Manufacturing D Nutritional SupplemenUVitamin Automotive Repair D Industrial Laundry D Manufacturing Battery Manufacturing D Ink Manufacturing D Painting/Finishing Biofuel Manufacturing D Laboratory D Paint Manufacturing Biotech Laboratory D Machining/Milling D Personal Care Products Bulk Chemical Storage D Membrane manufacturing D Manufacturing Car Wash D (i.e. waterfilter membranes) D Pesticide Manufacturing/ Packaging Chemical Manufacturing D Metal Casting/Forming D Pharmaceutical Manufacturing Chemical Purification D Metal Fabrication 0 (including precursors) D Dental Offices D Metal Finishing D Porcelain Enameling D Dental Schools D Electroplating 0 Power Generation D Dental Clinics D Electroless Plating D Print Shop D Dry Cleaning D Anodizing D Research and Development □ Electrical Component D Coating (i.e. phosphating) D Rubber Manufacturing □ Manufacturing D Chemical Etching/Milling D Semiconductor Manufacturing □ Fertilizer Manufacturing D Printed Circuit Board D Soap/Detergent Manufacturing □ Film/ X-ray Processing D Manufacturing D Waste Treatment/Storage New Business? Yes0No0 SIC Code(s) if known: ______ Date operation began/will begin: ______ _ Tenant Improvement? Yes EINoO If yes, briefly describe improvement: COMMERCIAL Tl, INTERIOR WORK ONL y TO CREATE VETERINARY HOSPITAL Description of operations generating wastewater (discharged to sewer, hauled or evaporated): __________ _ Estimated volume of industrial wastewater to be discharged (gal/ day) : ____________________ _ Listhazardouswastesgenerated(type/volume): ____________________________ ~ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesODate: _____ No[!] Page 1 of 2 ENCINA WASTEWATER AUTHORITY INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY 6200 Avenida Encinas, Carlsbad, CA 92011 Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com The commercial enterprises listed below are a partial listing of businesses that are exempt from industrial wastewater discharge permitting under normal operating conditions. They are exempt because (a) they discharge no process wastewater (i.e., they only discharge sanitary wastewater with no pollutants exceeding any local limits), and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS. Any questions regarding exemptions should be referred to EWA Source Control staff. □ Automobile Detailer s □ Barber/Beauty Shops □ Business/Sales Offices □ Cleaning Services □ Carpet/Upholstery □ Childcare Facilities □ Churches □ Community Centers □ Consulting Services □ Contractors □ Counseling Services □ Educational Services (no auto repair/film □ Financial Institutions/Services □ Fitness Centers □ Gas Stations (no car wash/auto repair) □ Grocery Stores (no film developing) □ Residential based Businesses CERTIFICATION STATEMENT developing) D Hotels/ Motels (no laundry) D Laundromats D Libraries D Medical Offices (no x-ray developing) D Mortuaries D Museums D Nail Salons D Nursing Homes D Office Buildings (no process fiow) D Optical Services D Pest Control Services (no pesticide repackaging for sale) ~ Pet Boarding/Grooming Facilities D Postal Services (no car wash/auto repair) D Public Storage Facilities D Restaurants/Bars D Retail/Wholesale Stores (no autorepair/film developing) D Theaters (Movie/Live) I certifi· that the inf'ormation above is true and correct to the best of my kn01rfrdg<!. D,goa,, <,gnod b' Arn,• Balaouo DN, e.us E-lac,11,e,;@cu,opatcom, 07/08/2022 Arnie Balague ~~~~:-:i:;,~,~n"':~~:::·-.cN-Am,. Signature: ~="';,~220108 155920-oroo· Arnie Balague Print Name: ____________ _ Date: ____ _ 707-315-2276 Facility Contact: __________ _ Director of Construction Title: _____________ _ ENCINA WASTEWATER AUTHORITY 6200AVENIDAENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax:760-476-9852 SourceControl@encinajpa.com Page 2 of 2