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2270 CAMINO VIDA ROBLE; # A; CBC2021-0239; Permit
Building Permit Finaled {city of Carlsbad Commercial Permit Print Date: 04/27/2023 Job Address: 2270 CAMINO VIDA ROBLE, # A, CARLSBAD, CA 92011-1503 Permit No: Status: CBC2021-0239 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2130504700 Track#: Valuation: $307,198.55 Lot#: Occupancy Group: B/S-2 Project#: #of Dwelling Units: Plan#: Bedrooms: Bathrooms: Occupant Load: 16 Code Edition: 2109 Sprinkled: Yes Project Title: Construction Type:IIIB Orig. Plan Check#: Plan Check#: Applied: 07/02/2021 Issued: 09/16/2021 Finaled Close Out: 04/25/2023 Final Inspection: 10/20/2021 INSPECTOR: Renfro, Chris Burnette, Paul Description: DOOR DASH : Tl (6605 SF) OFFICE// WAREHOUSE Tl FOR EMPLOYEES AND INDEPENDENT CONTRACTORS (DASHERS) (E-REVIEW) Applicant: ONE ARCHITECTURE DOUG COX 8801 N CENTRAL AVE, # 101 PHOENIX, AZ 85020-2925 FEE BUILDING PLAN CHECK FEE (BLDG) BUILDING PLAN CHECK FEE (BLDG) COMM/IND Tl -STRUCTURAL FIRES Occupancies< 50,000sq. ft. Tl SB1473-GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees : $3,134.37 Total Payments To Date: $3,134.37 Contractor: BERGMAN KPRS LLC 2850 SATURN ST, # STE 100 BREA, CA 92821-1701 (714) 924-7000 Balance Due: AMOUNT $453.85 $433.05 $1,775.45 $373.00 $13.00 $86.02 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check CBC2021-0239 Est. Value 98,000 --------- PC Deposit Date 7/2/21 Job Address 2270 Camino Vida Roble, Carlsbad, CA 92011 Suite:._A ___ APN: 213-050-47-00 Tenant Name: DoorDash ___. ............................. __________ _ Lot#: ___ 1 ________ _ Vear Built: _19_8_1 ___ Occupancy:_S __ -__ 2 ____ _ 00 □ ODD Construction Type· 111-B Fire Sprinklers: yes no 'A/C: yes no BRIEF DESCRIPTION OF WORK: Tenant Improvement, interior work only, of existing space to operate as a warehouse facility for convenience store items to be distributed by Dash Mart (DoorDash). No mercantile use. Only employees and independent contrac- tors ("Dashers") will access premises. Minor modifications to create a vestibule, network room & utility room. Required ADA- ~ompliant restroo~s are ~xi sting. Necessary mech., lumb. & elec. improvements to support the use. Fire Sprinl<ler and Alarms not D Addition/New: ___________ New SF and Use, ___________ New SF and Use, ___ Deck SF, Patio Cover SF (not including flatwork) Multi-Tenant (Vacant Space) !XI Tenant Improvement: Industrial and Warehouse Facility for 6,605 SF, Ex isting Use Warehousing Proposed Use Convenience Store Items _____ SF, Existing Use ______ Proposed Use ______ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ___________ _ □□ □□ D Solar: ___ KW, ___ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes / No, Panel Upgrade: Yes / No D Plumbing/Mechanical/Electrical Only: -------------------------- □ Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit procf!SS. PROPERTY OWNER APPLICANT 0 Name: Rexford Industrial Realty LP Address: 11620 Wilshire Boulevard, 10th Floor City: Los Angeles State: CA Zip: 90025 Phone: Contact: Matt Ehrlich/ (424) 256-2125 Email: mehrlich@rexfordindustrial.com DESIGN PROFESSIONAL APPLICANT 0 Name: Dustin Curtis Address: 8801 N. Central Ave. Suite 101 City: Phoenix State: AZ Zip: 85020 Phone: (602) 266-2712 Email: dustin.curtis@onearchitecture.us Architect State License: ....... c .... 2 __ 86 ... 9 __ 8 _______ _ PROPERTY OWNERS AUTHORIZED AGENT ~ Name: Contact: Doug Cox I One Architecture Address: 8801 N:Central Ave. Suite 101 City: Phoenix State: AZ Zip: 85020 Phone: (925) 437-0927 Email: doug.cox@onearchitecture.us CONTRACTOR BUSINESS APPLICANT 0 Name: ~c:1f11i11ed 1]<'.'."'.--Z.t;,r-1. """"' &f">/1_ Address: 2 ;[Sc> .5-.. -,,---u --z ~✓ s ,- City: E/ZCA State: c::::'.' ...-<\ Zip: Lj" 2-y'2. ( Phone: 7 t 4 'T z_ lf 7 CJc>~ Email: /VJATT:· ,.Q£(¼-a.....-J 6v 1Jc,e.G,--,_,4.J f<:..[7Z..:S . co.,,-"\. State License: qjz .S 7 Z Bus. License: 0 f 1-73·0 9 zOZJ 1635 Faraday Ave Carlsbad, CA 92008 8-2 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov Rev. 08/20 Page 1 of 2 General Contractor To Be Determined IDENTIFY WHO WILL PERFORM THE WORI< BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 ( commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is in full force and effect. I also affirm under pen'alty of perjury one of the following declarations: D I 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 ls issued. Policy No. _______ · ________________ _ ~e and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of thew rk for which is permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: · A 0 ·2 -0--I "l. (,,--.J.Sc.,, ~4 .---ce C:::..c) Policy No. C-p l~eC> l/-6 z.g Z:O ( Expiration Date: I 9/ ~/ 2 .4l /c,_rT: Y 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 s_ubJect to the workers' compensation.Laws of California. WARNING: Failure to secure worker.s compensatiCJn coverage is unlawful and shall subject an employer to criminal pehalties 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 CCJde, interest a11d attorney's fe.es. 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 PRINT: «½'-'--rµe Cc? ¾&eAAN ! SIGN: (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's license Law for the following reason.- □ I, as owner ofthe property or my employees with wages as their sole compensation, will do the work and the struct1,1re 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 wqrk:himself or through his own employees, provided that such improvements are not intended or offered for saie. If, however, the building or Improvement is sold·within one year of completion, the owner-builder will have the burden cit proving that he did not build or improve for the purpose of sale). DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Profess.ions 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 p\lrsuant to the Contractor's License Law). D Lam exempt under B\.lslness and Professions Code Division 3, Chapter 9, Article 3 for this reason: 0 ''Owner Builder acknowledgement and verification form" has been filled out, signed and atta_ched to this application. Proof of identification attached. D Owners "Authorized Agent Form" has been filled out, signed and. attached lo this appllrntion g/Vlng the_ogent outhority to obtain the permit on the owner' behalf Proof of identification attached. 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 conipletion of the improvement~ covered by this pifrmit, I carinot legally sell a structure that I have built a~ an owner-builder If lt has not been constructed In It, entirety by licensed cqnttactors. / 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 or at_the following Web site: http://www.leginfo.ca.gov/calow.html. OWNER PRINT: __________ _ SIGN: ________ DATE: _____ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf. I certify that I have read the application and state that the above in/ormatian 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. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNJFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LJABIUTIES, JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit Is required for excavations over 5'0' deep and demolition or construction of structures over 3 stoiies in height. APPLICANT PRINT: Douglas Cox/ Agent-Applicant SIGN: _fa..:::.....1..;_~_;d"'"b_, --¥~·_-__ DATE: 6/30/2021 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 08/20 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2021-0239) Permit Type: BLDG-Commercial Application Date: 07/02/2021 Owner: REXFORD INDUSTRIAL REAL TY LP Work Class: Tenant Improvement Issue Date: 09/16/2021 Subdivision: CARLSBAD TCT#81-38 Status: Closed -Finaled Expiration Date: 03/21/2022 Address: 2270 CAMINO VIDA ROBLE, # A IVRNumber: 34354 CARLSBAD, CA 92011-1503 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 09/22/2021 09/22/2021 BLDG-84 Rough 166960-2021 Partial Pass Paul Burnette Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 10/20/2021 10/20/2021 BLDG-84 Rough 168933-2021 Cancelled Chris Renfro Reinspection Incomplete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong inspection No BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers BLDG-Final Inspection 169022-2021 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, October 20, 2021 Page 1 of 1 CARUSO TURLEY SCOTT structural engineers STRUCTURAL ENGINEERING EXPERTS PARTNERS Paul Scott, SE, PE Sandra Herd, SE, PE, LEED AP Chris Atkinson, SE, PE, LEED AP Thomas Morris, SE, LEED AP Richard Dahlmann, SE, PE Troy Turley, SE, PE, LEED AP Brady Notbohm, SE, PE PROFESSIONAL REGISTRATION 50 States Washington D.C. U.S. Virgin Islands Puerto Rico 1215 W. Rio Salado Pkwy. Suite 200 Tempe, Al. 85281 480. 77 4.1700 Job No. 21-1014 By NSC/TRM CLIENT: One Architecture, PLC 8801 N Central Ave Suite 101 Phoenix, AZ PROJECT: Doordash Tl -Carlsbad 2270 Camino Vida Roble Suite A Carlsbad, CA GENERAL INFORMATION: BUILDING CODE: 2019 CALIFORNIA BUILDING CODE Index RTU Key plan ................................. 2 Geographic Data ......................... 3-5 Existing GLB check ................... 6-10 New Beam ............................... 11-12 Mech'L Unit Curb Screws ........ 13-14 www.c,saz.ceBC2021-0239 CALCS V2 8/16/21 Sheet No. Cover Date 7/21 • lW INTERWEST 08/31/2021 3:25:52 PM KEY PLAN ' " : '"'"'"""'""" '""~" ~ t 7 -= tj ~ ,r I ·--=:=:=:~-=----__::_-__________ u r ,. I :~:=:=:_-__ :r--__ -----I -.. ~ J' '""' ~1,1l'i/;i; j :I ! F------r. I' 0 b -.. ~. ·/ '""'. -r __ ~ --~-,:: ~--<•=Arn)~ EXISTING COLUMN (ASSUMED) 11 -=;;~~-/~--=f~~rz:J~~•ru2-900/ :: ¥ ___ _ " --Rl\Jl 900/ L ----:_ ,-7 " --·· -• ~·7 , I II -· ·-----:: I I , '' II u 0 II Q ii-; V, z :J ~ " C, ii-~ II __ , ___ _ 11--•---- _ _lL ____ _ 20'-6" 7'-3" E] I EXISTIN1 GLULAM BEAM I 7'-3" NEW 3 1/8 , 10 1/2 GLULAM BEAM 101 E] ;) ~-: : i:: ~ i l~ _ _J _L UL --7: 9'-0" EXISTING GLULAM BEAM 'I I, ' --,, I i I ~~c:-ING CONCRETE ! ~ l ____ :I( ~ ----IT I: ,: : : l1_UJ~ . :I h .:11 AT 24 O.C. ' --~' 1tlTrTT l-!, ~(~~! NEW 3 1/8' 10 1/2 I ' ' ' ' ' : : : :1~~-t-~ GLULAM BEAM I I I I I j l_J ~~ J_LJ:C J~----"--- ---_ ---I PLYWOOD ---= .=--==-= --1 EXISTING THING ---_ ---ROOF SHEA --=.=-=:c=.=-=:c-~:c-__ :c..=-=:c:c..=-=:c:ALL -"r-----' :____r::::" r-"=----T ~ EXISTING CONCRETE 20'-1" 24'-5" 22'-4" 20'-2" QQ ~!~!.~~'~"-ROOF FRAMING PLAN CBC2021-0239 CALCS V2 8/16/21 L\TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: 14944 Shoemaker Ave, Santa Fe Springs, CA 90670, USA 33.120830914314844, -117.27189838876927 236 ft 2021-07-15T15: 19:01.8272 Seismic ASCE7-16 II D-default Basic Parameters Name Value Description Ss 0.979 MCER ground motion (period=0.2s) S1 0.357 MCER ground motion (period=1 .0s) Go gle SMs 1.175 Site-modified spectral acceleration value SM1 * null 10.678 I Site-modified spectral acceleration value Sos 0.783 Numeric seismic design value at 0.2s SA So1 * null I0.452 I Numeric seismic design value at 1.0s SA * See Section 11.4.8 •Additional Information Name Value Description SDC * null Seismic design category 1.2 Site amplification factor at 0.2s * null Site amplification factor at 1.0s CRs 0.9 Coefficient of risk (0.2s) 0.91 Coefficient of risk (1.0s) PGA 0.428 MCE8 peak ground acceleration 1.2 Site amplification factor at PGA 236 ft ' Map data ©2021 Google TL 8 SsRT 0.979 SsUH 1.088 SsD 1.5 S1RT 0.357 S1UH 0.392 S1D 0.6 PGAd 0.5 * See Section 11.4.8 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) 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. CBC2021-0239 CALCS V2 8/16/21 l\.TC Hazards by Location Search Information Address: Coordinates: Elevation: Timestamp: 14944 Shoemaker Ave, Santa Fe Springs, CA 90670, USA 33.120830914314844, -117.27189838876927 236 ft 2021-07-15T15:18:21.173Z Hazard Type: Wind Go gle ASCE 7-16 ASCE 7-10 MRI 10-Year 67 mph MRI 10-Year 72 mph MRI 25-Year 72 mph MRI 25-Year 79 mph MRI 50-Year -------------------77 mph MRI 50-Year ----------------85 mph MRI 100-Year ------------------82 mph MRI 100-Year -------------91 mph Risk Category I 89 mph Risk Category I 100 mph Risk Category II ----------------96 mph Risk Category II ■----------110 mph Risk Category Ill 102 mph Risk Category Ill-IV 115 mph Risk Category IV 107 mph 236 ft ' Map data ©2021 Google ASCE 7-05 ASCE 7-05 Wind Speed 85 mph 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 interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. 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. CBC2021-0239 CALCS V2 8/16/21 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, AZ 85281 480.774.1700 www.ctsaz.com Job No. 11-\DlY By NS(., €YtST11'l ti 0.6 .Al.>!\ CH €l-i<:'.',2 MU:,.r-'L;~-1 ~ ~L1 ~ 1 vl ... f -d -, -=-C-0 L.;. 1.. Lr f llfsf Bt;;AY\ S?AN (LJ lRIB w\D1H(T .. ) w:: !) D+L/) n(,p (k'-hJ fB l ~b~ (2.,0 + -z1,1s-).~1.: 1..1. ,1s-~, nl9, "I pl~ I O"s,O £BL $"'"1_\'l 10% S-4() f I( 1it.~ ~1. ~~ 1-'-t,f + TUt; _-1..3,~'.j'.i(:\, ec;:i I eir 'Z.l::>,3 e:~3 L. e13ci ~7.S.lc 10 tt'i,5° ::: lt_, 1.5" ff 't. (oo\ plf UJ:,, \ EB l -QJ\J11 ~~tC:clt~V '4 ~t, o~~ o'v ce"'v-1) 1-S 'Uf ~J : \1_~ ZS Sheet No. ___ _ Date 1--lk, p~ I~ psf \}~f (K) r / lO,i ,- I <--1, l) ,~.1-, ,~. c; n : <;. Z 6'9-k -K V-:.. 0,YL\ 1-( na,~ ~¼ AJJ .. owABLG ttJcteA>G' C,Tlli6tlA ✓ per exJstinci buildinci code ( 14pical) YI = l,G.ISk-Pf -; ig'-z.,5"" -: 0,01..1 V-= o.:,'-17., ~ /L-/.o = o.os- 51.~~ Y1 ~ l.o 1-t<-~ ~ 1..13.3 :: o.o3 V=-O,'iS~'-'I K ~ {c,,y -= 0 ,◊) C)kAY / okAY / ~ CARUSO TURLEY SCOTT, INC ~ 1215 W. RIO SALADO PARKWAY #200 CARUSO TEMPE AZ 85281 TURLEY 1 ~~~:., (480) 77 4-1700 "''""" (480) 77 4-1701 www.ctsaz.com Beam Analysis ,.,,, .. DESCRIPTION: EB1 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = Applied Loads Load(s) for Span Number 1 Point Load : Lr= 0.6431 k@ 26.0 ft DESIGN SUMMARY Maximum Bending= Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 38.0 ft Project Title: Engineer: Project ID: Project Descr: Area= 10.0 in"2 Printed: 26 JUL 2021, 11 :03AM File: RTU.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.2l . -. Moment of Inertia = S pan = 38.0 ft 5.267 k-ft Lr Only Span# 1 26.030ft 0.000 in 0.000 in 0.366 in 0.004 in Service loads entered. Load Factors will be applied for calculations. Maximum Shear= Load Combination Span # where maximum occurs Location of maximum on span 0 0 1244 122049 0.440 k Lr Only Span# 1 26.030 ft Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Overall MAXimum Envelope Dsgn. L = 38.00 ft Dsgn. L = 38.00 ft Lr Only Dsgn. L = 38.00 ft +0.750Lr Dsgn. L = 38.00 ft Max Stress Ratios M V Mmax+ 5.27 5.27 3.95 Summary of Moment Values (k-ft) Mmax -Ma -Max Mnx Mm<iOmega Cb Rm 5.27 5.27 3.95 CBC2021-0239 CALCS V2 8/16/21 Shear Values (k) Va Max Vnx Vnx/Omega 0.44 -0.00 0.44 0.33 ~ CARUSO TURLEY SCOTT, INC ~ 1215 W. RIO SALADO PARKWAY #200 CARUSO TEMPE AZ 85281 TURLEY 1 ~~~:., (480) 77 4-1700 "''""" (480) 774-1701 www.ctsaz.com General Beam ,.,,, .. DESCRIPTION: EB2 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = Applied Loads Load(s) for Span Number 1 Point Load : Lr= 0.6885 k@ 8.0 ft Point Load : Lr= 0.6885 k@ 40.0 ft DESIGN SUMMARY Maximum Bending= Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 52.0 ft Project Title: Engineer: Project ID: Project Descr: Area= 10.0 in"2 Printed: 26 JUL 2021, 11 :04AM File: RTU.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.2l . -. Moment of Inertia = S pan = 52.0 ft 7.615k-ft Lr Only Span# 1 39.780ft 0.000 in 0.000 in 1.322 in 0.017 in Service loads entered. Load Factors will be applied for calculations. Maximum Shear= Load Combination Span # where maximum occurs Location of maximum on span 0 0 472 37723 0.7415 k Lr Only Span# 1 0.000 ft Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Overall MAXimum Envelope Dsgn. L = 52.00 ft Dsgn. L = 52.00 ft Lr Only Dsgn. L = 52.00 ft +0.750Lr Dsgn. L = 52.00 ft Max Stress Ratios M V Mmax+ 7.61 7.61 5.71 Summary of Moment Values (k-ft) Mmax -Ma -Max Mnx Mnx/Omega Cb Rm 7.61 7.61 5.71 CBC2021-0239 CALCS V2 8/16/21 Shear Values (k) Va Max Vnx Vnx/Omega 0.74 -0.00 0.74 0.56 ~ CARUSO TURLEY SCOTT, INC ~ 1215 W. RIO SALADO PARKWAY #200 CARUSO TEMPE AZ 85281 TURLEY 1 ~~~:., (480) 77 4-1700 "''""" (480) 77 4-1701 www.ctsaz.com Beam Analysis ,.,,, .. DESCRIPTION: EB3 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = Applied Loads Load(s) for Span Number 1 Point Load : Lr= 0.9257 k@ 8.0 ft Point Load : Lr= 0.4369 k @ 40.0 ft DESIGN SUMMARY Maximum Bending= Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 52.0 ft Project Title: Engineer: Project ID: Project Descr: Area= 10.0 in"2 Printed: 26 JUL 2021, 11 :03AM File: RTU.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.2l . -. Moment of Inertia = S pan = 52.0 ft 7.070 k-ft Lr Only Span# 1 8.060ft 0.000 in 0.000 in 1.225 in 0.016 in Service loads entered. Load Factors will be applied for calculations. Maximum Shear= Load Combination Span # where maximum occurs Location of maximum on span 0 0 509 39805 0.8841 k Lr Only Span# 1 0.000 ft Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Overall MAXimum Envelope Dsgn. L = 52.00 ft Dsgn. L = 52.00 ft Lr Only Dsgn. L = 52.00 ft +0.750Lr Dsgn. L = 52.00 ft Max Stress Ratios M V Mmax+ 7.07 7.07 5.30 Summary of Moment Values (k-ft) Mmax -Ma -Max Mnx Mnx/Omega Cb Rm 7.07 7.07 5.30 CBC2021-0239 CALCS V2 8/16/21 Shear Values (k) Va Max Vnx Vnx/Omega 0.88 -0.00 0.88 0.66 ~ CARUSO TURLEY SCOTT, INC ~ 1215 W. RIO SALADO PARKWAY #200 CARUSO TEMPE AZ 85281 TURLEY 1 ~~~:., (480) 77 4-1700 "''""" (480) 774-1701 www.ctsaz.com Beam Analysis ,.,,, .. DESCRIPTION: EB4 General Beam Properties Elastic Modulus 29,000.0 ksi Span #1 Span Length = Applied Loads Load(s) for Span Number 1 Point Load : Lr= 0.5458 k @ 8.0 ft Point Load : Lr= 0.3915 k@ 40.0 ft DESIGN SUMMARY Maximum Bending= Load Combination Span # where maximum occurs Location of maximum on span Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 52.0 ft Project Title: Engineer: Project ID: Project Descr: Area= 10.0 in"2 Printed: 26 JUL 2021, 11 :03AM File: RTU.ec6 Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.2l . -. Moment of Inertia = S pan = 52.0 ft 4.620 k-ft Lr Only Span# 1 39.780ft 0.000 in 0.000 in 0.873 in 0.011 in Service loads entered. Load Factors will be applied for calculations. Maximum Shear= Load Combination Span # where maximum occurs Location of maximum on span 0 0 714 56150 0.5522 k Lr Only Span# 1 0.000 ft Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Overall MAXimum Envelope Dsgn. L = 52.00 ft Dsgn. L = 52.00 ft Lr Only Dsgn. L = 52.00 ft +0.750Lr Dsgn. L = 52.00 ft Max Stress Ratios M V Mmax+ 4.62 4.62 3.47 Summary of Moment Values (k-ft) Mmax -Ma -Max Mnx Mnx/Omega Cb Rm 4.62 4.62 3.47 CBC2021-0239 CALCS V2 8/16/21 Shear Values (k) Va Max Vnx Vnx/Omega 0.55 -0.00 0.55 0.41 CARUSO TURLEY SCOTT structural engineers 1215 W. Rio Salado Parkway, Suite 200 Tempe, AZ 85281 480.77 4.1700 www.dsaz.com --- 5?,q-N~ V1 ,S-Pi ,tri> = (L-1 ~ n ~c.. ').;-1 ~3 ~~ A1 =--1. '-\s x '.) < u io ~e L(· (0 f"P lor'J ~" ') =(d) et~ UN\1 ::. C(oo~ ..::91 '1 :--\1.l r 1~ y:. Ll ::. l'-15" f'" ~ 1. : 1 >f W Job No. Z I -16 IC-( By ),.J 5C- CBC2021-0239 CALCS V2 8/16/21 Sheet No. ___ _ Date 7 -z b ii CARUSO TURLEY SCOTT, INC ''I 1215 W. RIO SALADO PARKWAY #200 ~ 11~ °""0 TEMPE p;z_ 85281 Project Title: Engineer: Project ID: Project Descr: ~ ,, ~~~:I (480) 174-1700 '"""'" (480) 774-1701 www.ctsaz.com Wood Beam Printed:26JUL2021, 11:21AM File: RTU.ec6 Software copyright ENERCALC, INC. 1983-2020, Buit:1:12.20.8.24 it!tl.llii•.l.U.fil.l.rn_e!.~ DESCRIPTION: New Beam Under RTU CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Prop_erties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Fb+ 2,400.0 psi 2,400.0 psi 1,550.0 psi E: Modulus of Elasticity Wood Species : DFIHF Wood Grade :24F-V10 Beam Bracing : Beam bracing is defined Beam-by-Beam Unbraced Len.9.ths Fb- Fc-Prll Fe-Perp Fv Ft 650.0 psi 215.0 psi 1,150.0psi Span# 1, Defined Brace Locations, First Brace at 8.50 ft, Second Brace at 15.960 ft, Third Brace a 1 * * D(O.~ ·, Lr(O 06 3.125x10.5 Span = 24.50 ft * * Ebend-xx 1,800.0ksi Eminbend-xx 950.0 ksi Ebend-yy 1,500.0ksi Eminbend-yy 790.0 ksi Density 26.840pct ¼ A()()lied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : Lr = 0.060 , Tributary Width = 1.0 ft, (Root LL) Uniform Load: D = 0.0730 k/11, Extent= 8.540 -» 15.960 ft, Tributary Width= 1.0 ft, (RTU) DESIGN SUMMARY •m[[iX! Maximum Bending Stress Ratio 0.533: 1 Maximum Shear Stress Ratio 0.163 : 1 Section used for this span 3.125x10.5 Section used for this span 3.125x10.5 fb: Actual 1,529.14psi fv: Actual 43.77 psi Fb: Allowable 2,86B.66psi Fv: Allowable 268.75 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span 12.250ft Location of maximum on span 23.695ft Span # where maximum occurs Span# 1 Span # where maximum occurs Span# 1 Maxim um Deflection Max Downward Transient Deflection 0.902 in Ratio= 326>=240 Max Upward Transient Deflection 0.000 in Ratio= 0<240 Max Dovvnward Total Deflection 1.410 in Ratio= 208>=180 Max Upwand Total Deflection 0.000 in Ratio= 0<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segmenl Length Span # M V Cd CFN Ci c, Cm Ct CL M lb F'b V Iv F'v DOn~ 0.00 0.00 0.00 0.00 Length = 8.495 ft 1 0.230 0.084 0.90 1.000 1.00 1.00 1.00 1.00 0.97 2.30 480.77 2093.04 0.27 12.38 193.50 Length = 7.422 ft 1 0.260 0.084 0.90 1.000 1.00 1.00 1.00 1.00 0.97 2.82 588.34 2103.26 0.27 12.38 193.50 Length = 8.584 ft 1 0.232 0.084 0.90 1.000 1.00 1.00 1.00 1.00 0.97 2.32 485.82 2092.14 0.27 12.38 193.50 +D+lr 1.000 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 8.495 ft 1 0.469 0.163 1.25 1.000 1.00 1.00 1.00 1.00 0.95 6.38 1,333.15 2840.20 0.96 43.77 2£8.75 Length = 7.422 ft 1 0.533 0.163 1.25 1.000 1.00 1.00 1.00 1.00 0.96 7.32 1.529.14 2868.66 0.50 43.77 2£8.75 Length = 8.584 ft 1 0.473 0.163 1.25 1.000 1.00 1.00 1.00 1.00 0.95 6.42 1,342.36 2837.63 0.96 43.77 2£8.75 +0+0.750Lr 1.000 1.00 1.00 1.00 1.00 0.95 0.00 0.00 0.00 0.00 Length = 8.495 ft 1 0.394 0.134 1.25 1.000 1.00 1.00 1.00 1.00 0.95 5.36 1,120.06 2840.20 0.79 35.93 2£8.75 ~ CARUSO TURLEY SCOTT, INC 'II 1215 W. RIO SALADO PARKWAY #200 ~I~ ""w TEMPE p;z_ 85281 , ~~~y (480) 174-1700 I ::;,::::: (480) 774-1701 www.ctsaz.com Wood Beam DESCRIPTION: New Beam Under RTU Load Combination Segment Length Length = 7.422 ft Length = 8.584 ft +0.60D Length= 8.495ft Length = 7.422 ft Span# Length = 8.584 ft 1 Vertical Reactions Load Combination Overall MAXimum Overall MINimum DOnly +D+lr +D+0.750lr +0.600 LrOny Max Stress Ratios M V 0.451 0.134 0.398 0.134 0.082 0.022 0.099 0.022 0.083 0.022 Cd 1.25 1.25 1.60 1.60 1.60 Project Title: Engineer: Project ID: Project Descr: CFN Ci c, Cm Ct CL 1.000 1.00 1.00 1.00 1.00 0.96 1.000 1.00 1.00 1.00 1.00 0.95 1.000 1.00 1.00 1.00 1.00 0.95 1.000 1.00 1.00 1.00 1.00 0.91 1.000 1.00 1.00 1.00 1.00 0.93 1.000 1.00 1.00 1.00 1.00 0.91 Support notation Far left is #1 Support 1 Support2 1.006 1.006 0.735 0.735 0.271 0.271 1.006 1.006 0.822 0.822 0.162 0.162 0.735 0.735 CBC2021-0239 CALCS V2 8/16/21 Printed:26JUL2021, 11:21/!Wi File: RTU.ec6 Software copyright ENERCALC, INC. 1983-2020, Buit:1:12.20.8.24 it.iill!RiiiUtltrn.r~ Moment Values Shear Values M lb F'b V Iv F'v 6.19 1,293.94 286866 0.44 35.93 268.75 5.40 1.128.22 2837.63 0.79 35.93 2£8.75 0.00 0.00 0.00 0.00 1.38 288.46 3508.39 0.16 7.43 344.00 1.69 353.00 3576.32 0.16 7.43 344.00 1.39 291.49 3502.14 0.16 7.43 344.00 Values in KIPS Mechanical Unit Overturning Unit info: RTU ASCE7-16 Weight= Length= Width= Height= 900 lbs X 1.2= 1080 lbs. 88.675 in 53.25 in 40.875 in Curb height = 14 in Seismic: Per ASCE 7 Chapter 13 Sds= 0.783 ap= 2.5 Ip= 1 Rp= 6 z/h= 1 (conservative) Fp= (.4*ap*Sds*W) * (1 +2*z/h) = 0.392 W <---Governs Rp/lp Fp max= 1.6*Sds*lp*W = Fp min= .3*Sds*lp*W = Fp= 423 lb @ 1.2528 W 0.2349 W 34.4375 in Mot (base)= 14561 lbs* .7= 10192.6 "lbs Mot(to curb) x.7= Mr= Wtx1 .2* width/2= 28755 'lbs * .6= 17253 "lbs Tr base= -133 lbs Tr to curb= Sliding: V= 423 lbs Wind: 96 mph 3-sec gust wind speed Risk Category Exposure C Af= 34 ftA2 h/d= 0.62 Kz= 0.85 Av= 33 ftA2 Af<.1 Bh therefore GCr (h)= GCr (v)= Kzt= 1.0 Kd= 0.85 II 1.9 1.5 qz= .00256 Kz Kzt Kd V,..2 = 17.0 psf ASCE-7 eqn. 26.10-1 Fh= qh(GCr) Af X .6= Fv= qv(GCr) Av X .6= Mot (base)= 36008 "lbs 657 lbs 503 lbs Mr= Wt* width/2= 23962.5 'lbs * .6= Tr= Sliding: V= 406 lbs 657 lbs ASCE-7 eqn. 29.4-2 ASC&-7 eqn. 29.4-3 Mot(to curb) = 14378 "lbs Tr to curb= CBC2021-0239 CALCS V2 8/16/21 6049 "lbs -210 lbs 26814 "lbs 234 lbs Attachment: Screw spacing unit to curb: #12 screw spacing = 12 "o.c. N= 22 V all/screw (20 gage material)= 188 lbs Vall= 4136 lbs vs. 657 lbs OK T all/screw (20 gage material)= 95 lbs N= 7 Unity: y_ + I Tall= 665 lbs Vall+ Tall unity seismic= 0.10 unity wind= 0.51 Curb to wood roof: #12 X 2 1 /2" wood screws = 12 II 0 .C. Shear: N= 22 Vall/screw= 228 lbs Vall= 5016 lbs vs. 657 lbs OK Tension Tall/screw= 410 lbs N= 7 Unity: y_ + I Tall= 2870 lbs Vall+ Tall unity seismic= 0.08 unity wind= 0.27 CBC2021-0239 CALCS V2 8/16/21 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Name DoorDash Project Address (include suite) 2270 Camino Vida Roble, Suite A Mailing Address (include suite) One Architecture/ 8801 N. Central Ave. Suite 101 Business Contact To Be Determined City Carlsbad City Phoenix OFFICE USE ONLY RECORD ID # _________________ _ PLAN CHECK# _________________ _ State CA State AZ Telephone# To Be Determined Zip Code 9201 1 Zip Code 85020 BP DATE APN# 213-050-47-00 Plan File# Project Contact Douglas Cox/ Agent Applicant E-mail doug.cox@onearchitecture.us Telephone# (925) 437-0927 The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT-HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: (not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact lhe Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 4. Flammable Solids 8. Unstable Reactives 12. Radloactives 13. Corrosives 14. Other Health Hazards 15. None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION (HMO): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 170, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date; Expected Date of Occupancy: 0 CalARP Exempt I 1. 2. 3. 4. 5. 6. 7. 8. YES NO B ~ □ Ix] (for new construction or remodeling projects) 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 greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? IB] Will your business store or handle carcinogens/reproductive toxins in any quantity? Ix] Will your business use an existing or install an underground storage tank? i Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 1 0)? , Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete J Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT IAPCD): The following questions are intended lo identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Some residential projects may be exempt from APCD requirements. If yes is answered for either questions 1, 2 or 5 or for more comprehensive requirements. please contact APCD at apcdcomp@sdcounty.ca.gov; (858) 586-2650; or 10124 Old Grove Road, San Diego, CA 92131. 1. 2. 3. 4. 5. 6. YES NO B ~ □ Ix] Will the project disturb 100 square feet or more of existing building materials? Will any load supporting structural members be removed? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by an individual that has passed an EPA-approved building inspector course? □ U() (ANSWER ONLY IF QUESTION 1 o,-2 IS YES) a,,,,ed on the :,,urvey results, will the project disturb any asbestos contc11n1ng material? If yes, a notification may be required at least 10 working days prior to commencing asbestos removal. Additionally, a notification may be required prior to the removal of a load supporting structural member(s) regardless of the presence of asbestos. □ □ IXI IXI Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCO prior to the issuance of a building permit. (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundar ? Briefly describe business activities: Business to operate as a warehouse facility Briefly describe proposed project: for convenience store items to be distributed by DashMart (DoorDash). Commercial Tenant Improvement, interior work onl , of space in existing buildin I declare under penalty of perjury that to the best of my knowledge and belief ttie respo and correct. Dougla.s Cox/ Agent for DoorDash ------J.,.£'-°""4-""---+--c+:-/-----6 / 30 / 2021 Name of Owner or Authorized A ent Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _______________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUJLOING PERMIT BUT NOT FOR OCCUPANCY RELfiASEO FOR OCCUPANCY COUNTY-HMO• APCD COUNTY-HMO APCD COUNTY-HMO APCO .. *A stamp in this box only exempts businesses from completing or updating a Hazardous Matenals Business Plan. Other permitting requirements may still apply □ □ □ □ □ □ □ □ □ □ 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 Date: 6/30/2021 Business Name: DoorDash (Planned) Street Address: 2270 Camino Vida Roble, Suite A, Carlsbad, CA 92011 Email Address: Dou las Cox/ A ent dou .cox@onearchitecture.us PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT : (ON REVERSE SIDE CHECK TYPE OF BUSINESS) 0 Check all below that are present at your facility: Acid Cleaning D Food Processing D Metal Powders Forming Assembly D Glass Manufacturing D Nutritional SupplementNitamin 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 D (including precursors) D Dental Offices D Metal Finishing D Porcelain Enameling D Dental Schools D Electroplating D 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-ra y Processing D Manufacturing D Waste Treatment/Storage New Business? YesEjNoO SIC Code(s) if known: ______ Date operation began/will begin: ______ _ Tenant Improvement? Yes l!JNoO If yes, briefly describe improvement : Tenant Improvement. interior work only. of existing space to operate as a warehouse facility for convenience store items to be distributed by Dash Mart (DoorDash). No mercantile use. Only em lo ees and inde endent contractors ("Dashers") will access remises. Minor modifications to create a vestibule, network room & u 1 1 y room. equire -comp 1an res rooms are ex1s mg. ecessary mec ., p um . e ec. 1mprovemen s o suppor e use. Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Not Applicable Estimated volume of industrial wastewater to be discharged (gal/ day) : No industrial wastewater discharge List hazardous wastes generated (type/volume): __ N_o_n_e _________________________ _ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yesr I Date: _____ No[ X I Page 1 of 2 ENC INA WASTEWATER AUTHORITY IN DUSTRIAL 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. D Automobile Detailer s D Barber/Beauty Shops [X] Business/Sales Offices 5-2 Warehouse -Business D Cleaning Services D CarpeUUpholstery D Childcare Facilities D Churches D Community Centers D Consulting Services D Contractors D Counseling Services D Educational Services (no auto repair/film developing) D Financial Institutions/Services D Fitness Centers D Gas Stations (no car wash/auto repair) D Grocery Stores (no film developing) D Residential based Businesses CERTIFICATION STATEMENT □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Hotels/ Motels (no laundry) Laundromats Libraries Medical Offices (no x-ray developing) Mortuaries Museums Nail Salons Nursing Homes Office Buildings (no process flow) Optical Services Pest Control Services (no pesticide repackaging for sale) Pet Boarding/Grooming Facilities Postal Services (no car wash/auto repair) Public Storage Facilities Restaurants/Bars Retail/Wholesale Stores (no autorepair/film developing) Theaters (Movie/Live) I certifj1 that the information above i true and correct lo the bes/ of my knowledge. Signature: ______ Jd ... 1--=-0"IA.(:,---Q,,..h __ ~+"-----Print Name: Douglas Cox Date: 6/30/2021 Facility contact: To Be Determined Title: _____________ _ ENCINA WASTEWATER AUTHORITY 6200AVENIDA ENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 SourceControl@encinajpa.com Page 2 of 2 ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue {760}602-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants idenUly which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (8-50) must te included with the building permit application. The Cartsbad Municipal Code (CMC) can be referenced during completion of this document by dicking on the provided lin.ks to each municipal eode section. NOTE: The following type of permits are not required to fill out this form ❖ Patio l ❖ Decks l ❖ PME (w/o panel upgrade) I ❖ Pool Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes. but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GS Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. • II an ilem in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check NIA and provide an explanation or code section desaibing the exception. Oelails on CAP ordinance requirements are available at each section by cllcklng on the munldpal code link provided. The project plans must show all details as stated In the applicable Cartsbad Municipal Code (CMC) and/0< Energy Code and Green Code sections. ~l!.'----~~----~-=----A_P_P_t_1c_a_u_on_1n_1_o_rm_a1_io_n _______________ .,J,.1 Project Name/Buildir,g PemiitNo.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Pl>one: BPNo.: 2270 Camino Vida Roble, Suite A / APN 213-050-47-00 Douglas Cox / One Architecture 8801 N. Central Avenue, suite 101, Phoenix AZ 85020 C-Ontact EmaJI: doug.cox@onearchltecture.us Contact information of person completlng this checklist (if different than above): N.- Company name/address: Applicant Signature: Contact Phone: Contact Emaa: ~ o/ Date: 6/30/2021 Pago 1 ol 7 Revised 04121 This project is a commercial, nonresidential Tenant Improvement of existing space Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. I Building Permit Valuation (BPV) $ breakdown $98,000 estimated job valuation Construction Type I Complete Section(s) I Notes: A high-rise residential building is 4 or more stories including a I Residential Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use □ New construction 2A*, 3A*, 18, 28, *Includes detached, newly constructed ADU 4A*, 38,4A □ Additions and atterations: □ BPV < $60,000 N/A N/A All residential additions and alterations □ BPV ~ $60,000 1A,4A 4A 1-2 family dwellings and townhouses with attached garages □ Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are removed □ BPV ~ $200,000 1A, 4A" 18, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed D Nonresidential N/ A -Nonresidential Job Valuation less than $100,000 D New construction 18, 28, 38, 48 and 5 □ Alterations: □ BPV ~ $200,000 or additions e:: 1,000 18,5 square feet □ BPV ~ $1,000,000 18,28,5 Building alterations of~ 75% existing gross floor area □ ~ 2,000 sq. ft. new roof addition 28,5 1 B also applies if BPV ~ $200,000 C'APardklance ......... Checklist Item Check the appropriate boxes, explain all not applicable and exception Items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) 18.21 .155 and 18.30.190,and the California Green Building Standards Code (CALGreen) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A D Residential addition or alteration:!: $60,000 building permit valuation. □ N/A ________ _ DetailsofselectionchosenbelowmustbeplacedontheplansreferencingCMC 18.30.190. □ Exception: Home energy score~ 7 ( attach certification) Year Built Single-family Requirements Multi-family Requirements □ Before 1978 Select one option: □ Ductsealing D Attic insulation □Cool roof D Attic insulation □ 1978 and later Select one option: □ Lighting package D Water heating Package □ Between1978and1991 Select one option: D Ductsealing □ Attic insulation □Cool roof □ 1992 and later Select one option: D Lighting package □ Water heating package Updated 4/16/2021 3 BPV Estimated (Prelim.) Breakdown for DoorDash Tenant Improvement Project 2270 Camino Vida Roble, Suite A Carlsbad, CA 92011 Building: $29,400 Mechanical: $29,400 Plumbing: $ 9,800 Electrical: $29,400 Total: $98,000 B. D Nonresidential* new construction or alterations:!: $200,000 building pennit valuation, or additions:!: 1,000square feet.See CMC 18.21.155and CALGreen Appendix A5 Commercial nonresidential Tenant Improvement -~ N/A $98,000 Job Valuation A5.203.1 .1 Choose one: D .1 Outdoorlighting D .2 Restaurant service water heating (CEC 140.5) □ .3 Warehouse dock seal doors. □ .4 Daylight design PAFs D .5 Exhaust air heat recovery IXI N/A None of these apply AS.203.1.2.1 Choose one:□ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget (Projects with indoorlightingAND mechanical) IXI N/A Does not apply AS.211.1 •• □ On-site renewable energy: ~ N/A Does not apply AS.211.3** □Green power: (If offered by local utility provider, 50% minimum renewable sources) J{I N/A Does not apply AS.212.1 D Elevators and escalators: (Project with more than one elevator or two escalators) Kl N/A Does not apply AS.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen) ~ N/A Does not apply • Includes hotels/motels and high-rise residential buildings **Foralterations~$1,000,000BPVandaffecting>75%existinggrossfloorarea,ORalterationsthatadd2,000squarefeetofnewroofaddition:comply with CMC 18.30.130 (section 2B below) instead. 2. Photovoltaic Systems Does not a A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 3B below(low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d .u. Calculated kWdc* sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. kWdc Exception □ □ □ □ B. D Nonresidential new construction or alterations :!:$1,000,000 BPV AND affecting :!:75% existing floor area, OR addition that increases roof area by :!:2,000 square feet. Please refer to CMC 18.30.130 when completing this section. *Note: This section also applies to high-rise residential and hotel/motel buildings. Does not apply Choose one of the following methods: □ Gross Floor Area (GFA)Method GFA: □ If< 1 O,OOOs.f. Enter: 5 kWdc Min. System Size: □ If~ 1 O,OOOs.f. calculate: 15 kWdc x (GFA/10,000) ** kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/2021 4 D Time-Dependent Valuation Method AnnualTDV Energy use:*-______ x .80= Min. system size: ______ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. D Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. D For systems serving individual dwelling units choose one system: Does not apply □ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system .3 kWdc larger than required in CMC 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: ----------------------------------- Does not apply □ For systems serving multiple dwelling units, install a central water-heating system with ALL of the following: □ Gas or propane water heating system □ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. Does not apply □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Recovered energy □ Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction □ Exception: It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. Updated 4/ 16/21 5 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to CMC 18.21.140 when completing this section. Does not apply □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □Exception : _____________ _ □ Multi-family residential: □Exception : ____________ _ Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" Calculations: Total EVSE spaces= .10 x Total parl<ing spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .SO (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" *Major alterations are: (1 )foroneand two-family dwellings and townhouses with attached garages, alterations have a building permit valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interiorfinishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. *ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) D Exception : ____________ _ Please refer to CMC 18.21.150 when completing this section Does not apply Total Parking Spaces Proposed EVSE (10% of total) J Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 □ 101-150 12 6 □ 151-200 17 9 □ 201 andover 10 percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces= .10 x Total parl<ing spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready'' or "Capable" Updated 4/ I 6/2021 6 5. □Transportation Demand Management (TOM): Nonresidential ONLY An approved T ransportafion Demand Management (TOM) Plan is required for all nonresidenfial projects that meet a threshold of employee-generated ADT. City staff will use the table below based on yoursubmitted plans to determinewhetherornoryourpermitrequires a TOM plan. lfTDM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office (all)2 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted , rates estimated from /TE Trip Generation Manual, 1 ()!h Edition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample cakylatjons; Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. ApplicantSignature: ,:J)";jb, o/ Date: 6/30/2021 Person other than Applicant ta be contacted for TDM compliance (if applicable): Name(Printed): ___________________ _ Phone Number. _____ _ Email Address: __________________ _ Updated 4/ I 6/2021 7 {'Cityof Carlsbad CONSTRUCTION WASTE M ANAGE M ENT PLAN B-59 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Many of the materials generated from your project can be recycled. You are required to list materials that will be reused, recycled or disposed from your project. If you have questions about th~ recycling requirement or completing this form, please contact Waste Management at (760) 929-9400, a certified C&D recycler, or the Carlsbad Building Division at (760) 602-2700. Please note: Unless you are self-hauling, Wast e Management or approved haulers must be used for all construction projects within the City of Carlsbad . PART 1 Complete and submit this form when applying for a Building Permit. Note: Permits will not be issued without a completed Construction Waste Management Plan. Applicant Information Permit No. CJlC 2-DZl 02J9 Project Title APN Applicant Name ~di~e~'l--=<>6~•-~A-J~-------.<,/VZ~~A~r~l~H~e~~~--D Contractor 0- other □ Last First Applicant Address 'Z,! Sc> ;;;ATC-?~ S:: ;;:,,,--/S Le..,.,q C-/4\. 9 2-C2-( Phone ( ?le/ ) CJ::;z__L-/ 7~ E-mail Address /J,-7,""'l"Tr, [>L..--zf.,,,..._,1\c"{co) ~"26 ,,,,..-t,r,\,.,...-'k:f>rtS,~ Applicant Mailing Address (if different than project address) Project Type {check all that apply): Residential □ Commercial J2l_ Public Building □ Industrial □ Brief Description ~r Ce T I Project Size 6 ~ f;' F Estimated Cost of Project $~Jj'-----'-=~--~8-~------------- (square footage) Please check the appropriate box: ~Ian on using WASTE MANAGEMENT roll-off bin(s) for all materials and will provide all receipts after construction. LJ I plan on self-hauling to a certified recycling facility and will provide all receipts after construction. D This is a proposed LEED certified project and I plan on separating materials on site in conjunction with WASTE MANAGEMENT. Acknowledgement: I certify under penalty of perjury under the laws of the State of California that the information provided in and with this form pertains to construction and demolition debris generated only from the project listed in PART 1, that I have reviewed the accuracy of the information, and that the information is true and correct to the best of my knowledge and belief. Print Name /141>---'CC l)ul0~ s;gnatu,e ~ Date Page 1 of 3 Rev. 2.10.21