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Home My WebLink About2742 STATE ST; 103; CBC2020-0493; PermitBuilding Permit Finaled Commercial Permit Print Date: 09/10/2021 Job Address: 2742 STATE ST, # 103, CARLSBAD, CA 92008-1628 (city of Carlsbad Permit No: CBC2020-0493 Status: Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: 2031811900 Valuation: $154,357.20 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: STATE STREET COMMONS Track#: Lot#: Project#: DEV2019-0048 Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Applied: Issued: Finaled Close Out: Inspector: Final Inspection: 12/14/2020 01/26/2021 TAlva 09/10/2021 Description: LOFTY COFFEE CO: 2,385 SF Tl, RESTAURANT TO RESTAURANT// CREATE NEW SUITE 103 Property Owner: STATE STREET COMMONS LLC 2659 STATE ST, # 100 CARLSBAD, CA 92008 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL FIRE Plan Review Per Hour -Office Hours MANUAL BLDG PLAN CHECK FEE MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE SEWER CONNECTION FEE (General Capacity all areas) STRONG MOTION-COMMERCIAL Total Fees: $5,543.01 Total Payments To Date: $5,543.01 Contractor: NAYLOR CONSTRUCTION INC 2033 SAN ELIJO AVE, # STE 252 CARDIFF BY THE SEA, CA 92007-1726-SAN DIEGO (858) 356-4902 Balance Due: AMOUNT $821.25 $426.85 $89.00 $204.00 $148.03 $55.00 $86.00 $7.00 $3,662.66 $43,22 $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 760-602-2700 I 760-602-85601 I www.carlsbadca.gov ~ City of Carlsbad Job Address 2742 State Street Tenant Name: Lofty Coffee Co. LLC COMMERCIAL /1 °"> 0.ozo~df<f J BUILDING PERMIT Plan Check Est. Value 1-,~ ~srt.,;' APPLICATION PC Deposit '/f l.t,8~ B-2 Date 12...-/lf-2.olo Suite:._1_oa ___ ~APN: 203-181-19-oo Lot#: Year Built: _2_02_0 ____ Occupancy:_" ____ _ VB EJD DEJ Construction Type;..•'--'-:;_ __ _,f;r,e Sprinklers: yes no A/C: yes no BRIEF DESCRIPTION OF WORK Interior Tl build out of existing shell, including front kitchen POS, back of house food prep, uni-sex restroom and patio seating area D Addition/New: ___________ New SF and Use, ____________ New SF and Use, ____ Deck SF, Patio Cover SF (not including flatwork) ~ Tenant lmprovement:_1_.4_77 ____ SF, Existing Use Vacant Cate Space Proposed Use _c_a_fe _____ _ _____ SF, Existing Use _______ Proposed Use ______ _ D Pool/Spa:. _____ .SF Additional Gas or Electrical Features? ____________ _ DD DD DD 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 process. PROPERTY OWNER APPLICANT ii PROPERTY OWNERS AUTHORIZED AGENT APPLICANT 0 Name:_s._''-"'-"'_' ________________ ,Name: ____________________ _ Address:97 N. Coast Hwy 101 suite 101 City: Carlsbad Phone: 760.212.8121 Email: eric@loftycoffee.com DESIGN PROFESSIONAL Name: Alex Stone State:._c_• __ .Zip:9202• APPLICANT ii Address: 444 s. Cedros Ave Suite 235 City: Solana Beach Phone: 858.704.4004 State:_c_A __ .Zip: 92075 Email: Alex@edingerarchitect.com Architect State License: _c_2_03_6_3 ________ _ Address: __________________ _ City: ___________ .State:. ___ Zip: ____ _ Phone: ____________________ _ Email: eric@loftycoffee.com CONTRACTOR BUSINESS Name: Naylor Construction Address: 2033 San Elijo Ave #252 APPLICANT 0 City: Card;ff State:_C_A __ Zip: 92007 Phone: 858.353.4902 Email: christian@naylorcon.com State License:._8_10_7_61 ____ Bus. License:_2_6-_06_5_71_0_5 ___ _ 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov Page 1 of 2 Rev. 08120 DocuSign Envelope ID: C8A0ED0C-984C-4827-A92B-D42A05C31182 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A) L_IC:INSED CONTRACTOR DECLARATIQIII; I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commenc,ng with Section 7000) of Division 3 of the Business and Profess,ons Coae, and my license 1s in full force and effect. I also affirm under penalty of perjury one af the follaw1ng declarations· 0 I have and will maintain a certificate of consent to self-insure for workers' :ompensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. II] I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: -"-"""'-'---•_0_•_'=_""-"-""-""-'"-'----------- Policy No. FLM121!1<101 Expiration Date: -"-"'"-'-''"-"-------------------- 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, t shall not employ any person in any manner so as to become subject to the workers' compensation laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, Interest and attorney's fees. C.ONSTR_UCTION LENDING AGENCY, lf..l\lllY.:. 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: _____________________ _ SIG0 lCki;:•,f:1 fJMJLb'r CONTRACTOR PRINT: Naylor Construction 1 L59FF2CFC666B458 DATE: 12/10/2020 (OPTION B) O\/VN_E_R:BUILDER_ DEqJ._RJ.T:ICll'<_: I hereby affirm that I am exempt from Contractor's License law for the following reason: 0 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). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's license law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's license law). DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: D "Owner Builder acknowledgement and verification form" has been filled out, signed and attached to this appllcat1on. Proof of identification attached. 0 Owners "Authori2ed Agent Form" has bern filled out. s1gr1\cd ,ind ;:ittdched to this applrcat1on g1v1nq the agent authority to obtain the permit on the owner' behalf Proof of identification attached. 8y my ~1gr1ature '."lelow I acknowledge th;)t, except tor rny per,onal residence m wh1cl1 I 'llU~t have.' rp-;1dt'd for at least one year· prior to completion of thP improvement, rnvered by tfm per·rrnt, I u1nnot legally ·;ell J ,uucture thdt I haVP built 1~ dll owner buildN 111t ha'> not bf'en UJmtructPd 1n 1t<, (·•nt1retv by liCPrhPd contr,1eto1-, I 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.co.gov/calaw.html. OWNER PRINT: SIGN: _________ DATE: ______ _ APPUCA,NTCERTIFIC!.TIClN SIGNATLJREREQUIRED AT_THE TIME OF SUBMITTAL By my signature below, I certify that: f 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 information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. f ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAfD 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 stories in height. APPLICANT PRINT: Alex Slone -------------SIGN: DATE: 12/10/2020 ----------- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca,gov B-2 Page 2 of 2 Rev. 08120 (__ City of Carlsbad OWNERS AUTHORIZED AGENT FORM B-62 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov OWNER'SAUTHORIZED AGENT FORM Only a property owner, contractor or their authorized agent may submit plans and applications for building permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he moy obtain permits. The form must be completed in its entirety to be accepted by the City for each separate permit application. Note: The following Owner's Authorized Agent form is required to be completed by the property owner only when designating an agent to apply for a construction permit on his/her behalf. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner-Builder Permit for my project. Scope of Construction Project (or Description of Work): Tl for Cafe space 27 42 State Street Suite 103 Project Location or Address: _____________________________ _ Name of Authorized Agent: _A_le_x_S_t_o_n_e ________ Tel No. _(_8_5_8_) 7_0_4_-4_0_0_4 AddressofAuthorizedAgent:444 S. Cedros Ave Suite 235 Solana Beach CA 92075 I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Property Owner's Signature: -~-"----· _____________ Date: _1_2_1_1_0_l2_0_2_0_ 1 "y\,f,; , ,1 1 p ,,_' 1»,l ""2 t I fl 0 ' ; j, \ jk1'1/ , \ .,;:,; .• , ::: 'Iii'.· Pl;(lMIT INSR.CIJ<)N HISTORY fo~ ((;:B~2Q20·0493) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 12/14/2020 Owner: STATE STREET COMMONS LLC Status: Closed -Finaled Issue Date: 01/26/2021 Expiration Date: 10/25/2021 IVR Number: 30491 Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 103 CARLSBAD, CA 92008-1628 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Status 04/16/2021 04/16/2021 BLDG-LDE Final 155107-2021 Cancelled Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-LOE Final No 04/28/2021 04/28/2021 BLDG-23 156087-2021 Passed Chris Renfro Complete Gas/Test/Repairs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/29/2021 04/29/2021 BLOG-Final Inspection 156242-2021 Partial Pass Chris Renfro Reinspection Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency TCO Final ok to stock and train and health No dept ok. Need main gas meter installed and fire sign off pending minor item pick up. BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes 09/10/2021 09/10/2021 BLOG-Final Inspection 166277-2021 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 Friday, September 10, 2021 Page 4 of 4 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 12/14/2020 Issue Date: 01/26/2021 Expiration Date: 10/25/2021 IVR Number: 30491 Owner: STATE STREET COMMONS LLC Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 103 CARLSBAD, CA 92008-1628 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Friday, September 10, 2021 Checklist Item BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS April 1, 2021: 1. No building/overhead T-bar grid Deficiencies. 2. Above T-bar grid MEPS scope of work-approved. 3. T-bar grid anchoring system, scope of work per structural engineers plans and detail specifications been approved. 4. Informed Eric contractor representative. fire department approval and air balance mechanical report required prior final inspection. 5. Minor drywall ceiling lid patching required. 6. Electrical overhead junction boxes required to be labeled. 7. Rest stuff T-bar grid/overhead MEPS scope of work-approved. April 1, 2021: 1. No building/overhead T-bar grid Deficiencies. 2. Above T-bar grid MEPS scope of work-approved. 3. T-bar grid anchoring system, scope of work per structural engineers plans and detail specifications been approved. 4. Informed Eric contractor representative, fire department approval and air balance mechanical report required prior final inspection. 5. Minor drywall ceiling lid patching required. 6. Electrical overhead junction boxes required to be labeled. 7. Rest stuff T-bar grid/overhead MEPS scope of work-approved. April 1, 2021: 1. No building/overhead T-bar grid Deficiencies. 2. Above T-bar grid MEPS scope of work-approved. 3. T-bar grid anchoring system, scope of work per structural engineers plans and detail specifications been approved. 4. Informed Eric contractor representative, fire department approval and air balance mechanical report required prior final inspection. 5. Minor drywall ceiling lid patching required. 6. Electrical overhead junction boxes required to be labeled. 7. Rest stuff T-bar grid/overhead MEPS scope of work-approved. Passed Yes Yes Yes Page 3 of 4 ' ~ j "' '{4',t '' ; ' '/' ' ~it'"'' . ::;rr~~~ERMfT:lNS~&r;TlON~J~TORY for {CBC2020-0493) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: 12/14/2020 Owner: STATE STREET COMMONS LLC Status: Closed -Finaled Issue Date: 01/26/2021 Expiration Date: 10/25/2021 IVR Number: 30491 Subdivision: SEASIDE LANDS Address: 2742 STATE ST, # 103 CARLSBAD, CA 92008-1628 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 03/02/2021 03/0212021 BLDG-17 Interior 151736-2021 Passed Tony Alvarado 03111/2021 0410112021 Lath/Drywall Checklist Item BLDG-Building Deficiency COMMENTS March 2, 2021: (virtual inspection). 1. no building deficiencies. 2. Insulation size and type installed and verified installation certificate-approved. 3. Interior drywall type and nailing pattern, scope of work-approved. 03111/2021 BLDG-11 152533-2021 Cancelled Chris Renfro F ou n datlon/Ftg/P iers (Rebar) Checklist Item COMMENTS BLDG-Building Deficiency Cancel wrong inspection BLDG-44 Rough/Ducts/Dampers Checklist Item 152532-2021 Passed COMMENTS Chris Renfro BLDG-Building Deficiency Smoke test on kitchen hood vent. Ok 04/0112021 BLDG-85 T-Bar, Celling 154059-2021 Passed Tony Alvarado Grids, Overhead Friday, September 10, 2021 Complete Passed No Reinspection Incomplete Passed No Complete Passed Yes Complete Page 2 of 4 Building Permit Inspection History Finaled (cityof Carlsbad Permit Type: BLDG-Commercial Work Class: Tenant Improvement Application Date: Issue Date: 12/14/2020 01/26/2021 Owner: STATE STREET COMMONS LLC Subdivision: SEASIDE LANDS Status: Closed -Finaled Expiration Date: 10/25/2021 Address: 2742 STATE ST, # 103 CARLSBAD, CA 92008-1628 IVR Number: 30491 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 01/29/2021 02/25/2021 Status BLDG-LDE Final Checklist Item 158970-2021 Requested Chris Renfro BLDG-LDE Final NOTES Created By Jennifer Horodyski COMMENTS SITE INSPECTION HAS OCCURRED AND TOM PLAN IS APPROVED. TEXT TOM WILL BE CONFIRMED PER CBC2020-0360. 01/29/2021 BLDG-21 149418-2021 Passed Tony Alvarado Underground/Underflo or Plumbing Checklist Item BLDG-Building Deficiency COMMENTS January 29, 2021: 1. Underground Plumbing tines-waste, sewer, water, under a water leak pipe head pressure test-approved. 2. Any vertical pipes going through concrete slab have protected water, copper lines wrapped for protection, trap primer plumbing lines wrapped and plumbed in, scope of underground plumbing work -approved 02/25/2021 BLDG-82 Drywall, 151366-2021 Cancelled Chris Renfro Exterior Lath, Gas Test, Hot Mop Checklist Item COMMENTS BLDG-Building Deficiency Wrong inspection BLDG-17 Interior Lath-Drywall BLDG-18 Exterior Lath and Drywall BLDG-23 Gas-Test-Repairs BLDG-84 Rough Combo(14,24,34,44) 151365-2021 Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS Partial Pass Chris Renfro Friday, September 10, 2021 Passed Yes Created Date 06/03/2021 Passed Yes Reinspection Passed No No No No Re inspection Passed Yes Yes Yes Yes Yes Complete Complete Incomplete Incomplete Page 1 of 4 Lofty Coffee Co. 6.0 2752 State Street Carlsbad, CA, 92008 Structural Calculations -20246 Qualls Engineering Structural Engineering Services CITY.fl-- Eric Meyers Lofty Coffee Co, LLC 97 N. Coast Hwy 101 Suite 101 Encinitas, CA 92024 Phone: 760-212-8127 Qualls Engineering Strucrural Engineering Services Correction 15: Project: Loftv Coffee 6.11 Engineer: CG ----"'"------------ Correction Responses See revised calculation that states that ASCE 7-16 load combinations are used. Note to the Engineering Reviewer: Sheet: 0 -'----- Job#: 20246 Oare: Please feel free to reach out to me directly if there are any items that may require further consideration. \':'e find it is simpler and clearer to coordinate with you directly and hope to avoid another round of formal corrections. Thanks for your partnership in providing our client the most streamlined approach possible. Chris Graham chn~1e1 ljlLlll-.;...:nu.ci ,111 760-652-9257 X 3()5 Qualls Engineering Structural Engineering Services Project: Lofty Coffee Co 6.0 Engineer: ..:C::.G=-._ _____ _ Project Scope: Provide vertical and lateral design for new kitchen hood. Governing code: 2019 CRC Design Loads: Roof: Floor: Sheer: ---'l'-'/-"4 __ _ Job#: 20246 Date: 01 /06/21 Dead Load ( DL ): Dead Load (DI.): Roofing 1 /2" Plywood Framing Insulation I /2" Gyp. Bd. Mcch./Elcc. Misc. S.11 psf 1.8 psf 4.11 psf u.::; psf 2.2 psf o_::; psf _____ 1 ... 11 psf DL I= IS.II psf Live Load ( LL ) Flooring 1.5" LWC 4.11 psf 14.11 psf 2.1 psf rn psf O.S psf .1.ll psf I.S psf 3/ 4" Plywood Framing Insulation 5/8" Gyp. Bd. Mech./Elec. Misc. _..,.:,;l..;.7 psf DL I= 30.ll psf I.I.= ___ ..;azt,..1.;;.11 psf (Reducible) Live lmd (LL) Seismic: I DI.+ I.I.= 35.0 psf Site Class: D S5 = 1.081 s, = (l.191 F" = 1.200 F_. = - S:,.rs = 1.298 S:,.11 = - Mechanical Design Parameters (ASD) ~ 1.0 Component Amplification Factor z h 1.00 2.5 14.5 27 lmportann: Factor Component Response i\lod. Factor ft. (Ht. In Structun: at Point of Attachment), :z::::()@ Grade ft. (A\x Roof Ht.) .4*'¾, *S05,W,*(1 +2*z/h)/(R,,/lp), (13.3-1) Fl' Fr 1-\/max) fp(min) F, 1.6*Sos*IP*\'\'1,. (13.3-2) Fp(max) 0.3*S05* IP *\'v'p• (13.3-3) Fp(min) 0.2*Sos*\'v'r, (12.4-4) F,. Project -Loading -Mech'I Office Partition I.I.I= I DI.+ I.I.= Sll.ll psf IS.ii psf 65.0 psf (Reducible) 95.il psf S05 = 0.865 S01 = - = 0.20 \'\.p = 0.97 \~-, 0.18 \\", 0.12 \X"p Qualls E.mgiiml!eiri:llilg Structural Engineering StU!Viaes Pro1ect: Lofty uffec w 0,tJ 7 Sheet: --=-2 __ _ Job #: W' 2/1 ,{ Engineer:_/'""-'"'----------Dare: Vertical Design Level: F!oa, D, = 36 psf LR = ___ _,psf LL = 65 ps f Member: (£) El()(J r Jo, st I.I, P, t ~,;;?;::;¼ ~ 2. 'L It ,, ,, R1 = 1$3 lbs RR= ~,OSt lbs Member: t t ~ 1 It ,, R1 = lbs RR= lbs Member: t t ~ 1 It ,, R1 = lbs RI{= lbs Member: t t I, It 1 ,, R, = lbs Rn= lbs \Vi= 65p~ 00 = 87p,~ \X,' 2= P,= S00 1b5/'-t = l2 5Pl1' P2= Vma., = l,10» ~fmax = r r-r J -~, :>,J l,c<f'd = (LJ \'(,' -1- \X:2= P,= P~= V rruu = t->Cmax = ln>-i'd = \X:',= W2= P1= P~= Vma., = Mnu., = I,"",J - \'\"1= \'\',= P,= P~= \'nu_,= Mm.u. - l«~·.i = Use: (E) 16 8C-f 11) lbs v.11 = I, ilS lbs f1-lbs M,u = 13,,tJSO ft-lbs i.n4 I = __ ..:,;6...,.3"'"'8'--__ i.n4 Use: lbs V,u = lbs ft-lbs M..u= ft-lb- in4 I = i.n4 Use: lbs Ya11 -lbs ft-lbs Mall= ft-lbs in4 I = in4 Use: lbs \' -..u-lbs ft-lbs Ma11 = ft-lbs in4 I = in4 Qu<!lls Engineering 4403 Manchester Ave, Suite 203 Project Title: Lofty Coffee 6.0 Engineer: CG Project ID: 20246 Project Descr: 3 Pnnted 6 JAN 2021 3 03PM ie: o o ee 6 .. Steel Beam Software c:opyriglt ENERCALC, INC. 1983-2020, Build:12.20.8.17 1.11· • DESCRIPTION: Lofty Coffee Light Support CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis: Major Axis Bending ( ) A HSS5x5x1/4 Span = 27. 170 ft Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi . . Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : L = 0.20 k @ 13.50 ft, (Lights) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections 0.137: 1 HSS5x5x1/4 3.898k-ft 28.538k-ft +1.20D+1.60L 13.507ft Span# 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied 0.312 in Ratio= 0.000 in Ratio= 0.726 in Ratio= 0.000 in Ratio= Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1,043 >=240. 0 <240.0 449 >=180. 0 <180.0 Load Combination Span Max.•-• Deft Location in Span Load Combination +D+L 0.7262 13.585 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support2 Overall MAXimum 0.312 0.31 1 Overall MINimum 0.101 0.099 DOnly 0.212 0.212 +D+L 0.312 0.311 +D+0.750L 0.287 0.286 +0.60D 0.127 0.127 LOnly 0.101 0.099 Design OK 0.008 : 1 HSS5x5x1/4 0.4150 k 54.115 k + 1.20D+ 1.60L 0.000 ft Span# 1 Max.•+• Defl Location in Span 0.0000 0.000 Values in KIPS Qualls Engineering ~beer 4 ---- Structural Engineering ervices Proiecr Lofty Coffee Co 6.0 lob r:. 20246 Lng111ecr: CG --=-~-----Dare ,,J · -500 lbs FP = 0.20\Xlr ~ Controls 2'-4" \I I\ t I ~·-o" _LLAX Fp.m,n = 0.18\Xfr F" = 0.1 2\Xlp Fr= 0.20(37516s) = 75 lbs F_. = 0.12(375lbs) = 45 lbs T m,,= 75lbs(8ft)/2.33ft + (5001bs+45lbs)/4 = 394 lbs/rod Use 1 /2" diameter A36 rod T.,1.1. = (1/1.67)(36ksi)(0.142in2) = 3.1 kips With L3x3x1/4 With (3) 1 / 4"x3" Simpson SDS screws I V ,u. = 3( 420lbs) = 1,260 lbs =F" T"' .. ' = 394lbs * [2= 557 lbs Use 1 /8" diameter 7-19 steel aircraft cable I Ii T ,11 = 2,000 lbs * Lofty Coffee Co. 6.0 2752 State Street Carlsbad, CA, 92008 Structural Calculations -20246 Qualls Engineering Structural Engineering Services CITY Eric Meyers Lofty Coffee Co, LLC 97 N. Coast Hwy 101 Suite 101 Encinitas, CA 92024 Phone: 760-212-8127 . Qualls Engineering Sheer.: 0 ---- Structural Engineering Services Project: Loftv Coffee 6.0 Job#: 20246 Engineer: _C_G ________ _ Date: Correction Responses Correction 15: See revised calculation that states that ASCE 7-16 load combinations are used. Note to the Engineering Reviewer: Please feel free to reach out to me directly if there are any items that may require further consideration. We find it is simpler and clearer to coordinate with you directly and ho pe to avoid another round of formal corrections. Thanks for your partnership in providing our client the most streamlined approach possible. Chris Graham ch ris@quallscng.cc >rn 760-652-9257 X 305 · Qualls Engineering Structural Engineering Services Project: Engineer: Project Scope: Provide vertical and lateral design for new kitchen hood. Governing code: 2019 CBC Design Loads: Roof: Lofty Coffee Co 6.0 CG Floor: Sheet ~1~/~4 __ _ Job #: 20246 D ate: 01 /06/21 Dead Load ( DL ): Dead Load ( DL ): Roofing 5.0 psf Flooring 4.0 psf 1 /2" Plywood 1.8 psf l.5''LWC 14.0 psf Framing 4.0 psf 3/4" Plywood 2.3 psf Insulation 0.5 psf Framing 3.0 psf I /2" Gyp. Bd. 2.2 psf Insulation 0.5 psf Mech./Elcc. 0.5 psf 5/8" Gyp. Bd. 3.0 psf Misc. 1.0 psf Mech./Elec. 1.5 psf DLI = 15.0 psf Misc. 1.7 psf Live Load ( LL ) DLI = 30.0 psf LL = 20.0 psf (Reducible) Live Load ( LL) I DL + LL = Seismic: Site Class: D Ss = 1.081 S1 = 0.391 35.0 psf F. = 1.200 Fv = - Mechanical Design Parameters (ASD) ¾ = 1.0 Component Amplification Factor Ir = 1.00 I mport>ncc Factor RP = 2.5 Component Response l\lod. Facror S;\IS = 1.298 S:--11 = - z = 14.5 ft. (He. In Structure at Point of Attachment), z=O@ Grade h 27 ft. (A,·g. Roof Ht.) FP = .4*~ *S05.W P *(1 +2*z/h)/(Rp/lp), (13.3-1) F" Fp(max) = 1.6*S05*Ir *\~'i,, (13.3-2) Fp(max) Fp(min) = 0.3*S0 5*IP *WP' (13.3-3) Fp(min) Fv = 0.2*S0 5*Wp, (12.4--4) Fv Project -Loading -Mech'I Office 50.0 psf Partition 15.0 psf LLI = 65.0 psf (Reducible) L DL +LL = 95.0 psf S05 = 0.865 S01 = - = 0.20 \~-p = 0.97 W P = 0.18 W P = 0.12 WP ~ualls JEmgjia-eeiri.;ng Structural E.ngineemng Sw;vices Project: Loft V u£fee la r{',{) 7 Engineer:,__."'--""'--------- Sheet: _2 __ _ Job#: WZt/t Date: Vertical Design Level: F/001 D1 = 3fJ psf LR =----lpsf LL= 65 Member: (£) [lmr Jo, st V, p r ,,s· --t::¼ v 2Z 1t 1 1 R1 = 1$3 lbs lbs Membe~------- t t I, 1 It 1 R1 = lbs RR= lbs Member: t t v 1 It 1 R1.= lbs Ra= lbs Member: t t v It 1 1 R1 = lbs R1t -lbs W 1= 65ps-t-(~) = 8 ?p1.f Wz= P,= 5001b5/l.f = 12 SP11' P2= Vmax = Mm""= I,O<j'd = W1= \'<Ii= P1= P2=· Vmax = J\[rna.< = [re~'<l = W1 = \V2= P,= P~= /,tJ¼ I 1,553 (_.c,3 ~c..<..-__ lbs ~-'=--ft-lbs --==---i.n4 lbs ft-lbs in4 Vma., = ______ lbs ______ ft-lbs l'vfm.i., = ______ in4 l«9'J = \X'1= \,V,= P1= P2= Vm.u = lbs l'v[m-. -ft-lbs [fL"<{"U = i_n4 psf Use: (E) 16 8C,f 9tJ Vall = /, rzs lbs Ma11 = n,tJ5tJ ft-lbs I =----"'6""""3'-'-'8'--__ in4 Use: V,11 = Ma11= ______ lbs ______ ft-lbs _______ in4 I = Use: _____ _ V ,u = ______ lbs Ma11 = ______ ft-lbs T = _______ in4 Use: V'"= ______ lbs ______ ft-lbs M.i1= l = _______ in4 Qualls Engineering Project Title: Lofty Coffee 6.0 4403 Manchester Ave, Suite 203 Engineer: CG Project ID: 20246 Project Descr: 3 ile: L ee 6.0. 6 'Steel Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 I ,I I'. DESCRIPTION: Lofty Coffee Light Support CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Analysis Method: Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending L(Q.2) HSS5x5x1/4 Span= 27 170 ft Fy : Steel Yield : E: Modulus: 50.0 ksi 29,000.0 ksi Applied Loads Service toads entered. Load Factors will be applied for calculations. ------------------ Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load: L = 0.20 k@ 13.50 ft, (Lights) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu: Applied Mn " Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections 0.137: 1 HSS5x5x1/4 3.898 k-ft 28.538 k-ft +1.200+1.60L 13.507ft Span# 1 Maximum Shear Stress Ratio = Section used for this span Vu: Applied 0.312in Ratio= 0.000 in Ratio= 0.726 in Ratio= 0.000 in Ratio= Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.043 >=240. 0 <240.0 449 >=180. 0 <180.0 Load Combination Span Max."-" Oefl Location in Span load Combination +D+L 0.7262 13.585 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 .. Overall MAXimum 0.312 0.311 Overall MINimum 0.101 0.099 DOnly 0.212 0.212 +D+L 0.312 0.311 +D+0.750L 0.287 0.286 +0.60D 0.127 0.127 LOnly 0.101 0.099 Design OK 0.008 : 1 HSS5x5x1/4 0.4150 k 54.115 k +1.200+1.60L 0.000 ft Span# 1 Max."+" Defl Location in Span 0.0000 0000 Values in KIPS Qualls Engineering Structural Engineering Services + . 1S I -1 '~t \J " f r 2'-4" Pro1m Lofty Coffee Co 6.0 I .ngincc:r: CG _.:::..;c::.._ ______ _ ~hect. 4 Job = 20246 Dace 1/'J , -500 lbs 2'-4" 8'-0" NlAX J_ Fr = 0.20Wr ~ Controls F p.nm = Q.97\"X,'P Fr = 0.20(3751bs) = 75 lbs F, = 0.12(3751bs) = 45 lbs T,,,"' = 751bs(8ft)/2.33ft + (500lbs+45lbs)/4 = 394 lbs/rod Use 1/2" diameter A36 rod T ,111. = (1/1.67)(36ksi)(0.142in 2) = 3.1 kips \-X-'i th L3x3x 1 / 4 With (3) 1 /4"x3" Simpson SDS screws 1 V \LL= 3(420lbs) = 1,260 lbs ~ T,,,._, = 39416s *[2= 557 lbs Use 1 /8" diameter 7-19 steel aircraft cable T 11, = 2,000 lbs I 11- Lofty Coffee Co. 6.0 2752 State Street Carlsbad, CA, 92008 Structural Calculations -20246 Qualls Engineering Structural Engineering Services RECEIVED DEC 1 4 2020 CITY OF CARLSBAD BUILDING DIVISION Eric Meyers Lofty Coffee Co, LLC 97 N. Coast Hwy 101 Suite 101 Encinitas, CA 92024 Phone: 760-212-8127 ac..wo-o'l'tJ Qualls Engineering Structural Engineering Services Project: Engineer: Project Scope: Provide vertical and lateral design for new kitchen hood. Governing code: 2019 CBC Design Loads: Roof: Lofty Coffee Co 6.0 CG Floor: Sheer: _1..._/ __ 4 __ _ Job#: 20246 Date: 12/10/20 Dead Load ( DL ): Dead Load ( DL ): Roofing 5.0 psf Flooring 4.0 psf I /2" Plywood 1.8 psf 1.5" LWC 14.0 psf Framing 4.0 psf 3/4" Plywood 2.3 psf Insulation 0.5 psf Framing 3.0 psf 1 /2" Gyp. Bd. 2.2 psf Insulation 0.5 psf Mech./Elec. 0.5 psf 5/8" Gyp. Bd. 3.0 psf Misc. 1.0 psf Mech./Elec. 1.5 psf DLI = 15.0 psf Misc. 1.7 psf Llve Load ( LL ) DLI = 30.0 psf LL = 20.0 psf (Reducible) Llve Load ( LL ) I DL + LL = Seismic: Site Class: D Ss = 1.081 S1 = 0.391 35.0 psf F, = 1.200 Fv = - Mechanical Design Parameters (ASD) 3t, = 1.0 Component Amplification Factor JP = 1.00 Importance Factor ~ Component Response i\lod. Factor s~,s = 1.298 s~,1 = - z = h = 2.5 14.5 27 ft. (Ht. ln Structure at Point oi Attachmc11t), z=O@ Grade ft. (A,•g. Roof Ht.) = .4*3p *Sns-Wp *(1 +2*z/h)/(Rp/lp), (13.3-1) F" Fr Fptma.~) Fp(min) Fv = 1.6*S0 s*lp*W P' (13.3-2) Fp(max) = 0.3*S05*Ir *WP' (13.3-3) Fp(min) = 0.2*S05*W P' (12.4-4) F,. Project -Loading -Mech'I Office 50.0 psf Partition 15.0 psf LLI = 65.0 psf (Reducible) I DL +LL = 95.0 psf S05 = 0.865 Soi= - = 0.20 \'\'p = 0.97 WP = 0.18 W P = 0.12 w r Qualls Emgiaeeri.img Structural Enginee.mng,Seim_ces Proiect: Lot f 1 UJ{f c'C: U/ Q (} I Sheer: Job#: 2 l•:ngmeer:.__,f.......i.<e·---------Date: Vertical Design Level: F/oo, 1£ 2. z 1 R, = 18.3 RR= ~OS6 Member: t 1£ 1 R1 = RR= Member: t 1£ 1 R1.= RR= Member: t I, 'I R.1 = R11. = Dt. = 3rJ psf LR = ____ psf LL = 65 I, 'I lbs lbs t I, 'I lbs lbs t I, 'I lbs lbs t lbs 'l lbs \Xi' I = 6 5 p5'f ( .4 ) =:_ g 7 f 1~ WI:= P, = 500 /_p:,/ '1 = It!-r; p1t1, P2= Vmax = )lt)-56 I lbs Mmax= ~,553 ft-lbs Irey'd = (t!!.3 in4 W,= \Y/i= P,= P2= V,na., = lbs Mmax = ft-lbs Irey'd = in➔ W,= w -2- P,= P2= Vma., = ______ lbs ______ ft-lbs Mm""= ln:y J = \X:1= \X'~= P,= P2= \rma., -lbs Mm.,.= ft-lbs lrc"'l'J = in4 psf Use: CE ) /6 80: t/() Vall = /,,YZS lbs Man= /3,itJSO ft-lbs I = __ ...:a:6 .... 3"'"8.__ __ in4 Use: Van = ______ lbs ______ ft-lbs _______ in4 Ma11= I= Use: _____ _ Va11 --______ lbs fvl.11 = fr-lbs I = _______ in4 L'se: \',JI= lbs Ma1, -fr-lbs I = in4 Qualls Engineering 4403 ~anchester Ave, Suite 203 Project Title: Lofty Coffee 6.0 Engineer: CG Project ID: 20246 Project Descr: 3 Printed 10 DEC 2020 10 04AM Steel Beam Software copyright ENERCALC, INC. 1983-2020, Build:12.20.8.17 DESCRIPTION: Lofty Coffee Light Support CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi .. .:!*·.,...)-,:::=================.:::;;::.::;;.:;;=:::~::;:==------L---_-;_-_-... --------_-:._---_-_---------------------------------_-_-_,-,~. HSS5x5x1/4 Span = 27.170 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : L = 0.20 k @ 13.50 ft, (Lights) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections 0.137: 1 HSS5x5x1/4 3.898k-ft 28.538k-ft +1.20D+1.60L 13.507ft Span# 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied 0.312 in Ratio = 0.000 in Ratio= 0.726 in Ratio= 0.000 in Ratio= Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1,043 >=240. 0 <240.0 449 >=180. 0 <180.0 Load Combination Span Max.•.• Defl Location in Span Load Combination +D+L 1 0.7262 13.585 Vertical Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 0.312 0.311 Overall MINimum 0.101 0.099 DOnly 0.212 0.21 2 +D+L 0.312 0.311 +D+0.750L 0.287 0.286 +0.60D 0.127 0.127 LOnly 0.101 0.099 Design OK 0.008: 1 HSS5x5x1/4 0.4150 k 54.115 k +1.20D+1.60L 0.000 ft Span# 1 Max.'+' Defl Location in Span 0.0000 0.000 Values in KIPS Qualls Engineering ~hecr. SlrUcrural Engineering Services Pro1ecr. Lofty Coffee Co 6.0 Job ::: Engmeer: CG Dare ~ioov 4,..JC 1,(/t A(. f t;J -500 lbs - Fr = 0.20W" ~ Controls \ FP·"'" = 0.97\'v'r fp,mm = 0.1 8W1, 8'-0" F,. = 0.12W" ' 1S i\tlAX Fr " \~ Fr = 0.20(375lbs) = 75 lbs \J 1\ \J F,. = 0.12(375lbs) = 45 lbs " 2'-4" 2'-4" K TEN src1-v ] /V iloi:i . T ,,," = 75lbs(8ft)/2.33ft + (500lbs+451bs)/ 4 = 394 lbs/ rod II Use 1/2" diameter A36 rod T ,11. = (1 /1.67)(36ksi)(0.142in2) = 3.1 kips With L3x3x1 / 4 With (3) 1/4"x3" Simpson SDS screws I v\[J.. = 3(420lbs) = 1,260 lbs T"'" = 394lbs *[2= 557 lb s Use 1 /8" diameter 7-19 steel ai rcraft cable T 11.1 = 2,000 lbs 4 20246 OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID # ___________________ 1 PLAN CHECK# ___________________ 1 Business Name Lofty Calfee Co. Project Address (include suite) ! 2742 State Street Suite 103 1 Mailing Address (include suite) 197 N Coas1 Hwy 101 Suite 101 Project Contact Alex Stone Business Contact Eric Myers City Carlsbad City Applicant E-mail State oa State Telephone# 760.212.8127 Zip Code 92008 Zip Code 92024 Telephone# Alex@edingerarchilects.com 858.704.4004 BP DATE APN# 203-181-19-00 Plan File# 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 the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: B Facility's Square Footage (including proposed project): 1,477 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. Radioactives 13. 14. 15. Corrosives Other Health Hazards None of These. PART 11: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION fHMD): If the answer lo 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: 4/1/2021 Expected Dale of Occupancy: 4/1/2020 (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). □ CalARP Exempt I 1. 2. 3. 4. 5. 6. 7. 8. YES NO ~ El l:j (:I ~ ffl □ ~ 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? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 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 □ CalARP Required I Date Initials □ CalARP Complete ,2111)12020 / Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT {APCD): The following questions are intended to 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 i::i IE! t'.'.I l:i □ □ □ □ IE! □ 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? (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Based on the survey results, will the project disturb any asbestos containing 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 toad supporting structural member(s) regardless of the presence of asbestos. Will the project or associated construction equipment emit air contaminants? See the reverse side of this form for typical equipment requiring an APCD pemiit. If yes, contact APCD 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 bounda ? Briefly describe business activities: Briefly describe proposed project: Single serve cafe with patio seating Tl of existing shell structure, installation of kitchen and service cabinets, back kitchen wl hood, restoom I declare under penalty of pe~ury that to the best of my knowledge and belief t herein are true and correct. Name of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _________________ -,-______________ _ BY DATE / / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD• APCD COUNTY-HMO APCD COUNTY-HMO APCD "A stamp In this box only exempts businesses from completing or updating a Hazardous Matenals Business Plan. Other permIttIng requirements may still apply HM-9171 (9/18) County of San Diego -DEH -Hazardous Materials Division - □ □ □ □ □ □ □ □ □ □ □ 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: 12/1 0/2020 Business Name: Lofty ~off_ee Co. Street Address: 2742 State Street Suite 103 Email Address: alex@edingerarchitects.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT (ON REVERSE SIDE u •F ;K TYPE OF BUSINESS, l ✓I Check all below that are present at your facility: Acid Cleaning D Food Processing D Metal Powders Forming Assembly D Glass Manufacturing D Nutritional SupplemenUVitam1n 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 Pest1c1de Manufacturing/ Packaging Chemical Manufacturing D Metal Casting/Forming D Pharmaceutical Manufacturing Chemical Purification D Metal Fabrication D (including precursors) Dental Offices D Metal Finishing D Porcelain Enameling D Dental Schools D Electroplating D Power Generation D Electroless Plating □ Print Shop D Dental Clinics 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 0 Printed Circuit Board D Soap/Detergent Manufacturing □ Film/ X • ra y Processing D Manufacturing D Waste Treatment/Storage New Business? YesE]NoO SIC Code(s) if known Date operation began/will begin: 41112020 Tenant Improvement? Yes E]NoO If yes, briefly describe improvement install of counters, fixtures and appliances, back kitchen with hood, floor sinks, dishwasher and restroom Description of operations generating wastewater (discharged to sewer. hauled or evaporated): dishwashing, Food prep and uni-sex restroom Estimated volume of industrial wastewater to be discharged (gal/ day) n/a List hazardous wastes generated (type/volume) _n_ia ____________________________ _ Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? YesODate: ______ .No~ Page 1 of, EN CINA 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 cond1t1ons They are exempt because (a) they discharge no process wastewater (i. e they only discharge..; mitary wastewater with no pollutants excReci111y any locnl limits) and (b) they have no potential to negatively impact the EWPCF or other wastewater treatment plants in the ESS Any questions regarding ex8mptions should be referred to EWA Source Control st;:iff □ 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 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 flow) D Optical Services D Pest Control Services (no pesticide repackaging for sale) D Pet Boarding/Grooming Facilities D Postal Services (no car wash/auto repair) D Public Storage Facilities 00 Restaurants/Bars D Retail/Wholesale Stores (no autorepair/film developing) D Theaters (Movie/Live) CERTIFICATION STATEMENT It crli/1· that the in/fHHWfio11 ahon' is true and co!'l'ecl to the hl!st o/"m_1· k11011-/cJK<' I Cy>~ Alex Stone 12/10/2020 S1gnature:~/~~"'--'l"/A"':/,, __ /-,-i ~v._.14£+f ____ _ Print Name ____________ _ Date _____ _ Facility Contact: Eric Myers Owner Title: ______________ _ ENCINA WASTEWATER AUTHORITY 6200AVENIDAENCINAS, CARLSBAD, CA Phone: 760-438-3941 Fax: 760-476-9852 S,JUrf;eC011tr,,l1Wenc111c11pa com Page 2 of;> \..._ City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. 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. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool .,,1 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. .,,1 Details on CAP ordinance requirements are available on the city's website . .,,1 A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. _L_of_ty_C_o_ff_ee_C_o _6_.o _______ BP No. LB C 2.o2o -df,n Property Address/APN: 27 42 State Street Suite 103 / 203-181-19-00 Applicant Name/Co.: Lofty Coffee Co. LLC Applicant Address: 97 N. Coast Hwy 101 suite 101 Contact Phone: 760.212.8127 Contact Email: eric@loftycoffee.com Contact information of person completing this checklist (if different than above): Name: Alex Stone Contact Phone: 858. 704.4004 Company name/address: edingerArchitects Contact Email: alex@edingerarchitects.com 444 S. Cedros Ave suite 235 ' / Applicant Signature: . llVc-jtt{A / f . Date: 12/10/2020 B-50 Page 1 of 6 Revised 06/18 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $...,,09,zr -"( 5, 'f>"; / - CanlllucliGlt Tp j Cemplell Sutaa(•I j Naell: D Residential □ New construction D Additions and alterations: D BPV < $60,000 D BPV 2: $60,000 D Electrical service panel upgrade only D BPV 2: $200,000 [!] Nonresidential □ New construction A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 12A, 3A, 4A N/A 1A,4A 1A, 4A' 3B,4A I18,2B, N/A 4A 1B, 4A' 1 B, 2B, 3B, 4B and 5 All residential additions and alterations 1-2 family dwellings and townhouses with attached garages only 'Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed .,1:K/llterations: C IV//\ _J □ BPV 2: $200,000 or additions 2: 1,000 1B, 5 square feet D BPV 2: $1,000,000 1B,2B,5 Building alterations of 2: 75% existing gross floor area D 2: 2,000 sq. ft. new roof addition 2B,5 1 B also applies if BPV 2: $200,000 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMG) sections 18.21.155 and 18.30.190, and the Calfomia Green Building Standards Code (CAL Green) for more information when completing this section. A D Residential addition or alteration ~ $60,000 building pennlt valuation. 0 N/A ________ _ See CMC section 18.30.190. D Exception: Home energy sccre ~ 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements □ Before 1978 Select one: □ Duct sealinq □ Attic insulation □ Cool roof □ Attic insulation □ 1978 and later Select one: □ Lighting package □ Watar heating Package □ Between 1978 and 1991 Select one: □ Duct sealinq □Attic insulation □Cool roof D 1992 and later Select one: D Lighting package □Water heating package B. D Nonresidential' new construction or alterations~ $200,000 building pennit valuation, or additions~ 1,000 square feet l!l N/A Updated 8/15/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2 -Energy Efficiency. AS.203.1.1 Choose one: a .1 Outdoor lighting □.2 Warehouse dock seal doors □ .3 Restaurant service water heating (comply with Calrromia Energy Code section 140.5, as amended) □ NIA ________ _ □ .4 Daylight design PAfs [] .5 Exhaust air heat recovery AS.203.1.2.1 Choose one as applicable: 095 Energy budget 0.90 Energy budget □ N/A AS.211.1 .. D On-stte renewable energy □ N/A AS.211.3" D Green power (if offered by local utiltty provider, 50% minimum renewable sounces) □ N/A AS.212.1 D Elevator.; and escalator.; □ N/A AS.213.1 D Steel framing □ NIA • lndudes hotels/motels and high-rise residential buildings "For alterations" $1,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply wtth CMC 18.30.130 instead. 2. Photovoltaic Systems 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. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8) (high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets rr necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (115 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. Exception □ □ □ □ kWdc 8. D Nonresidential new construction or alterations ~$1,000,000 8PV and affecting ~75% existing floor area, or addition that increases roof area by ~.ooo square feet Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods: □ Gross Floor Area (GFA) Method GFA: □If< 10,000s.f. Enter: 5 kWdc Min. System Size: □If" 10,000s.f. calculate: 15 kWdc x (GFN10,000)" kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV 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 Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section. D For systems serving individual dwelling units choose one: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMG section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMG 18.30.170(8) (low- rise residential) D Solar water heating system that is either: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recovery □Exception: B. D Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics D Recovered energy □Water heating system is (choose one): D Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Charging A D Residential New construction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21.140 when com One and two-family residential dwelling or townhouse with attached garage: D One EVSE Ready parking space required D Exception : □Multi-family residential· D Exception · Total Parking Spaces EVSESpaces Proposed Caoable Readv Installed Calculations: Total EVSE spaces = .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") Total 'Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permtt 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, interior finishes are removed and ~gnificant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B D Nonresidential new construction (includes hotels/motels) D Exception · Total Parking Spaces EVSE Soaces Proposed Capable I Ready I Installed I Total I I I Calculation· Refer to the table below· Total Number of Parkinq Spaces provided Number of reouired EV Soaoes Number of reouired EVSE Installed Soaoes □ 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 I I 201 and over 10 oercent of total 50 oeroent of Reauired EV Soaoes Updated 8/15/2019 5 ' City-of Carlsbad Climate Action Plan Consistency Checklist 5. D Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TDM plan. If TDM is applicable to your permit, staff will contact the applicant to develop a site-specific TDM 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 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1 O'"Edition 13 11 4.5 3.5 3 2 For all office uses, use SAN DAG rate of 20 ADTl1,000 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 calculations: 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 Em lo ee 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 TDM p11¥1 and understand that an approved TDM plan is a condition of permit issuance. , / /' -k'/: )'{1 Applicant Signature: 1 ,L le 'Jl 1 /' Date: 12/10/2020 Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed): __________________ _ Phone Number: _____ _ Email Address: ___________________ _ Updated 8/15/2019 6