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Home My WebLink About2700 RANCHO PANCHO; ; CBC2022-0239; PermitBuilding Permit Finaled (city of Carlsbad Commercial Permit Print Date: 08/21/2023 Job Address: 2700 RANCHO PANCHO, CARLSBAD, CA 92009-2919 Permit No: Status: CBC2022-0239 Closed -Finaled Permit Type: BLDG-Commercial 2226000100 $265,851.16 A3/B/E/Sl Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: #of Owe/ling Units: Bedrooms: Bathrooms: Occupant Load: 185 Code Edition: 2019 Sprinkled: Yes Project Title: Track#: Lot#: Project#: Plan#: Construction Type:111B Orig. Plan Check#: Plan Check#: Applied: 07/01/2022 Issued: 09/14/2022 Finaled Close Out: 08/21/2023 Final Inspection: INSPECTOR: Kersch, Tim Description: FAITH COMMUNITY CHURCH: 5,716 SF 2ND FLOOR Tl FOR NEW CLASSROOMS Property Owner: FAITH COMMUNITY CHURCH BY-THE-SEA 2700 RANCHO OANCHO CARLSBAD, CA 92013 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY COMM/IND Tl -NON-STRUCTURAL FIRE A-2 & A-3 Occupancies -Tl 581473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $3,693.94 Total Payments To Date: $3,693.94 Contractor: HAMANN CONSTRUCTION 1000 PIONEER WAY EL CAJON, CA 92020-1923 (619) 440-7424 Balance Due: AMOUNT $1,028.38 $194.00 $98.00 $15.00 $1,582.12 $691.00 $11.00 $74.44 $0.00 Please take NOTICE that approval of your project includes the "Im position" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad Job Address 2700 Rancho Pancho COMMERCIAL BUILDING PERMIT APPLICATION 8-2 Plan Check(P:( 7()7 7-(')2_,3:j Est. Value ~S ~~ PC Deposit,;2 Date 7 -· I •• 2..2.. Suite: _____ ,APN: 222-600-01 Tenant Name #: __________________ Lot #: _____ Year Built: __________ _ Year Built:, __ _ Occupancy: A3, s, E, 81 Construction Type: 111-B Fire sprinklers(:)YES0NO A/C:OYESQNO BRIEF DESCRIPTION Of WORK: New Tl to an existing vacant 2nd floor space, for a Sunday School classroom Include new mechanical units, electrical and plumbing for 2 new single accomodation restrooms and 3 sinks D Addition/New: _____________ New SF and Use, __________ New SF and Use _______ SF Deck, _______ SF Patio Cover, SF Other (Specify) ___ _ ~Tenant Improvement: _____ SF, 5,716 SF -----' 0 Other: Existing Use: _______ Proposed Use: _______ _ Existing Use: Proposed Use: ______ _ ---------------------------------------- PRIMARY APPLICANT Name: Renata Vicente Address: 1000 Pioneer Way PROPERTY OWNER Name: Faith Community Church Address: 2700 Rancho Pncho City: El Cajon State:,_C_A __ ,Zip: 92020 City: Carlsbad State:_C_A __ Zip: _____ _ Phone: 619-440-7424 Phone: 1-760-930-0400 Email: renata@hamannco.com Email: ____________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: ___________________ Business Name: Hamann Construction Address: Address: 1000 Pioneer Way City:, ________ State:, ___ Zip: _____ City: El Cajon State:_C_A_~Zip: 92020 Phone: Phone: 629-440-7424 Email: Email: renata@hamannco.com Architect State License: CSLB License#: 373142 Class: B + A -------- Car Is bad Business License# (Required): fJl@3 63/'2-- APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on theplansisaccurate. lagreetocomply with all City ordinances and State laws relating to building construction. NAME (PRINT): Renata Vicente 1635 Faraday Ave Carlsbad, CA 92008 ?, / 07/01/2022 SIGN: __ 1...,.-~-----DATE:----- Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04/22 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: <..BC2.QZ.2-(]2~~ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. If THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A}: LICENSED CONTRACTOR DECLARATION: I herebyaf firm under penal tyof perjury that I am licensed under provisions of Chapter 9 ( commencing with Sect ion 7000) of Division] of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations (CHOOSE ONE): 0 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 is issued. PolicyNo. -OR- [!I 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: HUB International INS Policy No. 54303321 Expiration Date: 12--01-2022 -OR- 0 Certificate of Exemption: I certify that in the performance of the work for which this permit ·1s issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit ·,s ·issued (Sec. 3097 {i) Civil Code). Lender's Name: lender's Address: CONTRACTOR CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions ore clearly labeled on the site pion. Any potentially existing detail within these plans inconsistent with the site plan are not approved/or construction and may be required to be altered ar removed. The city's approval of the application is based an the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roods/easements, ond utilities. The existing and proposed use of each building as stated is true and correct; all easements ond other encumbrances to development have been accurately shown and labeled as well as all on·site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGNATURE: DATE: Note: If the person signing above Is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. . - (OPTION B}: OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ 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 ·,s sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's Ucense Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- DI am exempt under Business and Professions Code Division 3, Chapter 9, Artlcle 3 for this reason: AND, D FORM B·61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner·builder if it has not been constructed in its entirety by licensed contractors. f 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 Website: http://www.leginfo.ca.gov/cafaw.html. OWNER CERT/FICA TJON; The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roods, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan ore not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roods/easements, and utilities. The existing and proposed use of each buildmg as stated is true and correct; all easements and other encumbrances to development hove been accurately shown and labeled as well as all on·site grading/site preparation. All improvements existing on the property were completed m accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: DATE: Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Bu1lding@carlsbadca.gov 2 REV. 04/22 PERMIT INSPECTION HISTORY for (CBC2022-0239) Perm ft Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 07/01/2022 Owner: FAITH COMMUNITY CHURCH BY-THE-SEA Issue Date: 09/14/2022 Subdivision: CARLSBAD TCT#93-04 RANCHO Expiration Date: 01/24/2024 IVR Number: 41751 CARRILLO VILLAGE Q PHASE 01 Address: 2700 RANCHO PANCHO CARLSBAD, CA 92009-2919 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS BLDG-Building Deficiency Taco Ada life and fire needed for final. 08/14/2023 08/14/2023 BLDG.final Inspection 220509-2023 Partial Pass Tim Kersch Monday,August21,2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLOG-Structural Final BLDG-Electrical Final COMMENTS Passed Yes Relnspection Complete Passed Yes Yes Yes Yes Yes Page 2 of 2 Building Permit Inspection History Finaled ( City of Carlsbad PERMIT INSPECTION HISTORY for (CBC2022-0239) Permit Type: BLDG-Commercial Application Date: 07/01/2022 Owner: FAITH COMMUNITY CHURCH BY-THE-SEA Work Class: Tenant Improvement Issue Date; 09/14/2022 Subdivision: CARLSBAD TCT#93-04 RANCHO CARRILLO VILLAGE Q PHASE 01 Status: Closed -Finaled Expiration Date: 01/24/2024 Address: 2700 RANCHO PANCHO IVR Number: 41751 CARLSBAD, CA 92009-2919 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 05/01/2023 05/01/2023 BLDG-84 Rough 209623-2023 Passed Tim Kersch Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLOG-14 Yes Frame-Steel-Bolting-We/ding (Decks) BLOG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers NOTES Created By TEXT Created Date Becky Falk Aaron 619-993-3538 04/28/2023 05/04/2023 05/04/2023 BLDG-17 Interior 209979-2023 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes NOTES Created By TEXT Created Date Angie Teanio 619-993-3538 Aaron 05/03/2023 06/06/2023 06/06/2023 BLDG-85 T-Bar, Celling 213286-2023 Passed Tim Kersch Complete Grids, Overhead Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLOG-14 No Frame-Steel-Bo/ting-Welding (Decks) BLOG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers NOTES Created By TEXT Created Date Angie Teanio 619-993-3538 Aaron 06/05/2023 07/28/2023 07/28/2023 BLDG-34 Rough 218944-2023 Partial Pass Tim Kersch Reinspectlon Incomplete Electrlcal Monday,August21,2023 Page 1 of 2 Faith Community Roof Top Mechanical Structural Calculation Index Description Sheet II Framing 1-2 3-ll- Seismic Anchorage 819/22 True North Compliance Services, Inc. PLAN REVIEW APPROVAL I THESE PLANS/DOCUMENTS HAVE SEEN REVIEWED FOR COMPLIANCE Wl7~ THE APPLICABLE CAUFORNIA BUILDING ST ANDAROS CODES AS ADOPTED BY THE STA TE OF CALIFORNIA AND AMENDED BY THE JURISDICTION PLAN REVIEW AC,CEPTANCE OF DOCiJMENTS OOES NOT AUTH0RIZE CONS TR UC ION TO PROCEED IN VIOUI TION Of ANHEDE ·.STATE.NOR LOCAL R _ULAT.ON 8Y -,-,;z=~~::::: DATE--8-f..f'-I.Cf-""-'-''"'- THIS SET OI' THE PLANS ANO SPE IFICATIONS MUST BE KEPT ON THE JOB SITE AT All TIMES ANO IT IS UNLAWFUL TO MAKE ANY CHANGES OR k TERA TIONS WITHOUT PERMISSION FROM THE CITY OCCUPANCY o, STRVCTURE(SJ IS NOT PERMITTED UNTIL CINA.. APPROVAL IS GRANTED BY All APP!.ICABLE DEPARTMENTS. ~ > 1--0 2226000100 8/10/2022 CBC2022-0239 ~~~,~ ~pj::::-01.-~ f--Z.,f"?F' Lt--:::. -z.o t-,1 ~ tJ ,JI .,.. ~ 6, ~el i...b"7 (1¥1 A,';,!/ I M\ s=-~ Cu~~ r VO • t I 1 I 1 11 _cl "? r At-I = LP -tJ? . ~p !?t--::: 1 ~ ~ ¥ 't-, r;) v :: 1 s;~ L,.t..; -1,C) ~ --[, 91/-t..-z 't-'7 M ~&r-r:?r., ~ (-,.::;-~/~)I ~ :: u ~ ~ J~e-4-)(~~i z. t:71,-:: ~o~~ LI,.-::--Z. '7 ~I \ILl t HhQ,_ "l2'v1.-::--z.+O ~., 7...;- ~;;*I~' Description : Wood Beam Design : H1 Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: Wood Species: Fb • Tension Fb. Compr Applied LQ8ds 4x6, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 900 psi Fe-Prll 1350 psi Fv 180 psi Ebend-xx 900 psi Fe -Perp 625 psi Ft 575 psi Eminbend • xx Unit Load: D = 0.080, Lr= 0.0250 k/ft. Trib= 1.0 ft 1600ksi 5801<.si Density 31.21 pcf Design Summary • Max fblfb Ratio = fb: Actual: Fb : Allowable : Load Comb : Max fv/FvRatio = fv: Actual: Fv: Allowable : Load Comb: 0.232; 1 244.82 psr at 1,053.00 psi DOnly 0.099: 1 15.96 psi at 162.00 psi D Only 3.000 ft in Span # 1 5.560 ft In Span# 1 0(0,9.~0) L 0.0 ~ .A_·_· -~-~..--,.---------4x6_________ • 6.0 ft Max Deflections Transient Downward Max Reactions (k) Left Support Right Support Q. I.! 0.24 0.08 0.24 0.08 Wood Beam Design : H2 I. .s. Yi li Ratio 0.009in 7627 LC: Lr Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward Ratio Total Upward Ratio 0.040 in 1816 LC: +D+Lr 0.000 in 9999 LC: ______ c_a_l_c_u_la_ti_o_n_s-'-per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 4x6, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Douglas Fir-Larch Wood Grade : No.2 Wood Species : Fb. Tension Fb • Compr 900 psi Fe -Pr11 1350 psi Fv 180 psi Ebend-xx 900 psi Fe. Perp 625 psi Fl 575 psi Emlnbend • xx • Aoolied Loads Unif Load: D = 0.0120, Lr= 0.020 klft. Trib= 1.0 ft Unif Load: D = 0.0120, Lr = 0.020 k/ft, 0.0 to 2.50 ft, Trib= 1.0 ft Unif Load: D = 0.0120, Lr= 0.020 kift. 5.50 to 8.0 ft, Trib= 1.0 ft 1 Point: D = 0240. Lr= 0.080 k@ 2.50 ft 2Point: D = 0.240, Lr= 0.080 k @ 5.50 ft Design Summary Max fb/Fb Ratio 1b: Actual: Fb : Allowable : 4.000 ft in Span# 1 Load Comb: 0.538: 1 786.13 psi al 1,462.50 psi +D+Lr ,;,,;, 4x6 8.0 ft Max N/FvRatio = fv: Actual: Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.173: 1 38.88 psi at 225.00 psi +O+Lr 12 .I.( J. 0.32 0.21 0.32 0.21 0.000 ft In Span # 1 .s. 'Ii. --Max Deflect,ons !:! Transient Downward 0.065in 1466 LC: Lr Only Ratio Transient Upward 0.000 in Ratio 9999 LC: 1600ksi 580ksi Density 31.21 pcf Total Downward Ratio Total Upward Ratio 0.179 In 534 LC: +D+Lr 0.000 In 9999 LC: fa..,. F T "1° t., ~1t.A:-L--tJ 1-h-·r-·/2 ~J-r. 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(0DtT11~1..,) • \Lt;,;;; Ml"¢:_ ~J e,;.,,r"" /~;_,.,, ( c.IiJ',.,-n ~0~0) , u¾: :iii o J~&l? -?C?:(Zc.--W? { cJ\J/~tw-w ~F-?TI2'q.1:~.::,f\)taS) rl ~ , ,,. f-.o:S~ ~ CU'~t:tt:--z. u,,-10 1 1--,11iJ fei.r~~'"tf:t:u ~ U ('Ur""'~ ~cP ¥4 ,? ~ ::-11 ~ *-> i & o ~ 4~~-WS, rac.... ?Jq6°' (r?(I i.J) ,l\-UP¼)~ ~=-11 ~+<?~¥~IP'!??. ~ -41-zT~l-~=IZ6t9 -#--- 4 SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Name Fauth Community Church Tl Project Address 2700 Rancho Pancho Mailing Address Business Contact City Carlsbad City OFFICE USE ONLY RECORD ID # ___________________ 1 PLAN CHECK # __________________ 1 State CA State Telephone# Zip Code 92020 Zip Code BP DATE APN# 222-600-01 Plan File# Project Contact Applicant E-mail Telephone# Ren Vi nte renata@hamannco.com 619-440-7424 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: A3, B, E, S1 Facility's Square Footage (including proposed project): 5,716 sf 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives Corrosives 2. Compressed Gases 6. Oxidizers 1 0. Cryogenics 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 13. 14. 15. Other Health Hazards None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION {HMD): 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 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project CompleUon Date: Expected Date of Occupancy: 1. Is your business listed on the reverse side of this form? (check all that apply). YD~ES § (for new construction or remodeling projects) 2. Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 4. 5. 6. 7. 8. □ □ □ □ □ pounds and/or 200 cubic feet? el Will your business store or handle carcinogens/reproductive toxins in any quantity? I Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or reater than 1,320 allons? California's Above round Petroleum Stora e Act . 0 CalARP Exempt I Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 apcdcomp@sdcounty.ca.gov (858) 586-2650). [*No stamp required if Q1 Yes and Q3 Yes and Q4-Q6 No]. The following questions are intended to identify the majority of air pollutfon issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except -those with more than one building+ on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate burns; residences forming part of a larger project. [+Excludes garages & small outbuildings.] 1. 2. 3. 4. 5. 6. YES NO □ g □ 0 □ □ □ □ □ □ 51' □ Will the project disturb 160 square feet or more of existing building materials? Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. (ANSWER ONLY IF QUESTION 1 or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 1 0 working days prior to commencing asbestos removal. Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdapcd.org/info/facts/permits.pdf) for typical equipment requiring an APCD permit. (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundaiv Briefly describe business activities: Briefly describe proposed project: Church New Tl for a Sunday school classroom I declare under penalty of perjury that to the best of my knowledge and belief t e responses ein are true and correct. Renata Vicente / ,I!. J / I " / 2022 Name of Owner or Authorized Aaent Sianature of OwnelrorA uthorized Aaent Date FOR OFFICAL USE Ol'IL Y: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: _________________________________ _ BY· DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO¼ APCD COUNTY-HMD APCD COUNTY-HMO APCD *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other perm1ll1ng requirements may still apply. HM-9171 (08/15) County of San Diego -DEH -Hazardous Materials Division ; (city of Carlsbad CONSTRUCTION WASTE MANAGEMENT PLAN 8-59 Development Services Building Division 1635 Faraday Avenue 442-339-2719 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 the recycling requirement or completing this form, please contact Waste Management at 442-339-9400, a certified C&D recycler, or the Carlsbad Building Division at 442-339-2700. Please note: Unless you are self-hauling, Waste 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. Permit No. Coe wi:-z. -u z_. t, '1 Project Address___ll_00_B_ancho Panchg Applicant Information Project Title Owner Contractor Renata Applicant Name Vicente -------------------0 €) Last Applicant Address 1000 Pioneer Wa Phone { 619-4%)-7424 Applicant Mailing Address (if different than project address) Project Type (check all that apply): Residential □ First E-mail Address renata@hamannco.com Commercial GJ Public Building □ Brief Description New Tl for a sun day school c APN Arch·1tect Other 00-- Project Size 5 716 sf Estimated Cost of Project$ 700,000.00 -~---------------------------- (square footage) Please check the appropriate box: ~ I plan on using WASTE MANAGEMENT roll-off bin(s) for all materials and will provide all receipts after construction. DI 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 Renata Vicente ______ Signature ___ 1_,,f;_-,,.~Y __________ Date 07-01-2022 Page 1 of 4 i >>''604/22 PERMIT REPORT Revision Permit Print Date: 08/21/2023 Job Address: 2700 RANCHO PANCHO, CARLSBAD, CA 92009-2919 ( City of Carlsbad Permit No: PREV2023-0035 Status: Closed - Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revis Withdrawn Parcel#: 2226000100 Valuation: $265,851.16 Occupancy Group: A3/B/E/Sl #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Track#: Lot#: Project#: Plan#: Construction Type:111B Orig. Plan Check#: CBC2022-0239 Plan Check#: Description: FAITH COMMUNITY CHURCH: REVISION ADDITION OF ADA LIFT SYSTEM Applicant: HAMANN CONSTRUCTION REBECA MULLEN 1000 PIONEER WAY El CAJON, CA 92020-1923 (619) 440-7424 FEE BUILDING PLAN CHECK FEE (manual) Property Owner: FAITH COMMUNITY CHURCH BY-THE-SEA 2700 RANCHO OANCHO CARLSBAD, CA 92013 FIRE Plan Review (per hr -Regular Office Hours) Total Fees: $960.00 Total Payments To Date: $960.00 Building Division Applied: 03/21/2023 Issued: 04/07/2023 Finaled Close Out: 08/18/2023 Final Inspection: INSPECTOR: Contractor: HAMANN CONSTRUCTION 1000 PIONEER WAY EL CAJON, CA 92020-1923 (619) 440-7424 Balance Due: AMOUNT $720.00 $240.00 $0.00 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 PLAN CHECK REVISION OR DEFERRED SUBMITTAL APP LI CATION 8-15 Development Services Building Division 1635 FaradayAvenue 442-339-2719 www.carlsbadca.gov 'PP..&.v 202-3.-0035"' Original Plan Check Number l-B C.. :u;i;;r~ -O-;;i::;9 Plan Revision Number --------- Project Address _d-_7~0_0 __ l<=a=o~v~b_._.6,___P_o.~n~c.=h~o_,__1 ~C=o.~l"_l s~b~J~_-_C~A __ ~_d.._O=o~q _____ _ General Scope of Revision/Deferred Submittal: ~A~~.__.&~i...,.+~i~oo~~o~f~_~o~n~e~_____,.C,:;;.1.~)1-----~ ADA: L·, f+. CONTACT INFORMATION: Name Re.bU<>\ Address I OQ O Pioneer 'W "'t Email Address rebe,,,.@ho.r'.>111.nnca. o,om Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: l8J Plans D Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page/s) where each revision is shown Si+~ ~ 1,,.11 -"'VJo.teJ w/ clov-oleJ C,h"' 0A e.<:, A~ loo 'J ..... J floor V txi+ plo.11 Show'int the. 1;.p4-A -to/ . is+ Floor e 'l(i -I 171 .. ., !>ho.,',no. +ht l;t'-l AJ.<;2 ~not • AID~ Floo<' p la. >'l 5howih-J..L P. li ++ t,./ew Gh et.+ 0 s~ .... in11-1.s-1-... d.nJ +loot' p I"" wi fl, Ii +'-f A tCJl-i -Ne--, 6h ,., -1-Sh,,,,,; "1 t>-"Ch ; + ec--t-.. Y'" I e.,leva+iov> + s ecJi.os r Alo5 . Naw !ihe44 wi+~ S-\r... c+i, rn I J.e-\ "'ds ..for li-P+ s .. •Do ,+ + " • I. I f+ '5 ::1. Co fl }i (1 vJ. OVl .. S v. b M; Ht>-l / -1-mosrn; +-+a.. I sh~e..+ 4. Does this revision, in any way, alter the exterior of the project? D Yes ~ No 5. Does this revision add ANY new floor area/s)? D Yes ~ No 6. Does this revision affect any fire related issues? D Yes ~ No 7. Is this a complete set? D Yes ~ No ,@'S Signature ~ :11 ; 14 41""--' 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 442-339-2719 Email: building@carlsbadca.gov www.carlsbadca.gov Sheet # 1 1-2 1,3 1 Faith Community Lift Structural Calculation Index Description Lift Loading Lift Strong Backs Beam at 2nd Floor Tie-In Connection at Base and 2nd Floor 3/28/23 t4 l. \J "' "" 0 0 • ~ 2 ..... tJ "" 0 0 0 "" -. ~ ~~ ~ L-Jp,T Y't;-1e--1' ~ (11\J'c,~ l1""T1f~-:; ?.,z.J< L-4Pr ~~t-<>4-0~+,~~~-::q4-+:ii~ l,ot<. L!r. ~VI:,; ',/~4r l.Ar' I~ ~~'Tl o/J { tJ O ~it,. ~~I~ e::--i OJ (7ez>V11~ ~I~ ~tz..-~ L..80 -::: 1.-dl< Uo/e'" ~., #+~ T\)lt)~>I vY~~~ 1,D¾, ,~:---~ , qt< ~ d 00v,r,.fl ~ i.,o~,J QrJ~ • ~'..,Cp'' ---------JA-~ t-l O f4,l'. Cb J J ""' iJT. ,-_,,_ -.,~ ,Z:, • t e4 ►-r fh· __J -4. I G.J'1J(?v("iJ,J Ji-I ~I-:: , :,:;,K rZ~.: ,i K >_,?Ko~ 6 '7 ~ ,, ?' .:Z.,&f LIP! L.440~ , «> IC.¥-' -z. ~ I-~•' ~ 0dl-w. ~ ~p.J~. C41-JJez:,p(tl1J,;, e .~~ C ~ff"r'A-1 \... & 4-, /47~ V=~r::; .~k.. 4.-11i,-1'q, -n ~-µ f,t-,? 0 K o ,z -s., ~n,., ( ~Al L 4/2~') ~ , ~ IC 5'.,\> \I~ A~; ~,-, (t'~L.,-t;,~ Ok: Project Title: Faith Community, Elevator Lift Engineer: Project ID: Project Descr: CR#: 2223 LIC#: KW-06016 61, Build:20.23.2.14 Description : Steel Beam--0-e-sl_g_n_: __ H_S_S Condition #1 Load at Top ---------------------- Calculatlons per AISC 360-16, !BC 2018, _CBC 2019, ASCE 7-16 STEEL Section : HSS8x4x3/8, Fully Unbraced Using Allowable Strength Design with ASCE 7-10 Load Combinations, Major Axis Bending Fy = 46.0 ksi E = 29,000.0 ksi . Applied Loads 1 Point D = 0.50 k@ 24.0 ft Design Summary Max fb/Fb Ratio = Mu :Applied 0,098 : 1 4.250 k-ft at 15.500 ft in Span # 1 43.154 k-ft Mn / Omega : Allow Load Comb : D Only Max fv/FvRatio = Vu : Applied 0.006: 1 0.50 k at 15.500 ft in Span# 1 80.208 k Vn / Omega : Allow Load Comb : D Only lJ: Max Reactions (k) Q. Left Support -0.27 .L ':fl. f Right Support 0.T! D(0.50) V~;f.#E~"'.l!!,,,.:;,;3,;,,;.;;;,,'ii·,,;F=""";-;5~,;.,;,;/}.,j'<--ag~"'°'-'i')i:!:g;\l!.~'4>;g/g~f.'!:~,:;l,azj 4-• 8.50ft 15.50 ft Jj Max Denections Transient Downward O.OOOin Total Downward 0.293 in Ratio 9999 696 LC: LC: D Only Transient Upward 0.000 in Total Upward -0.067 in Ratio O<O Ratio 2779 LC: LC: D Only .. Steel Beam Design·: HSS Condition #2 Load Below 2nd Fir .. ____________ c_a_lc_0_'.1_!i_?ns per AISC 360-16, IBC 2018, CBC 2019, ASCE 7_:-16 STEEL Section : HSS8x4x3/8, Fully Unbraced Using Allowable Strength Design with ASCE 7-10· Load Combinations, Major Axis Bending Applied Loads 1Point: D = 0.50 k@ 7.750 ft Design Summary Max fb/Fb Ratio = Mu: Applied Mn I Omega : Allow Load Comb : Max fv/FvRatio = Vu: Applied Vn / Omega : Allow Load Comb: 0.045 : 1 1.937 k-ft at 43.154 k-ft DOnly 0.003 : 1 0.250 k at 80.208 k D Only 0. .I.( l. Mal< Reactions (k) Left Support 0,25 Right Support 0.25 7.750 ft in Span# 1 7.750 ft in Span# 1 s. 'ti. I;. ti Max Denections Transient Downward Ratio Transient Upward Ratio Fy = 46.0 ksi E = 29,000.0ksi 0.000in Total Downward 0.040 in 9999 4688 LC: LC: D Only O.OOOin Total Upward -0.065 in O<O Ratio 3148 LC: LC: D Only Project Title: Faitl:l Community Elevator lift Engineer: Project ID: ProjeclDescr: CR# 2223 I Multiple Simple Beam . • LIC#: KW-06O16061, Bu,ld:20.23.2.14 • ---·-·----·--·--·--·· . Pil)ie~tFlle~~~-;~~J (c) ENERCALC INC 1983-2022 -------------------------------------···•·-··-----•-·· ---·····------Steel Beam Design : Exist W14x22 (weak axis bendinol _ _____ Calculations per AJSC 360-16, IBC 2018, CBC 2019, ASCE 7-16 STEEL Section: W12x14, Fully Unbraced Using Allowable Strength Design with ASCE 7-10 Load Combinations, Minor Axis Bending Fy = 50.0 ksi E = 29,000.0 ksi Aoplied Loads 1Point: D=1.60k@13.0ft Deslgn Summary 0.820 : 1 Max fb/Fb Ratio = Mu : Applied Mn I Omega: Allow Load Comb: 3.888 k-ft at 12.960 fl in Span # 1 4.741 k-ft DOnly 0.041 : 1 Max fv/FvRatio = Vu: Applied 1.30 k at 13.013 ft in Span# 1 32.093 k Vn / Omega : Allow Load Comb: D Only Max Reactions Left Support Right Support (k) D. J.c 0.30 1.30 l. .s. 'i:!. .E l'7~;:~~~-~;~:}re-~f;!:~~!:~~f:~j~r";l~z'g°':~''>4~~~:!~~,!~ff!::r:'"':·,.~~~~,~Jt''~t_\'J ~ ~ 0(1.60) I 16.0 fl 1:1 Max Deflections Transient Downward 0.000 in Total Downward 1.895 in Ratio 9999 101 <180 LC: LC: D Only Transient Upward 0.000in Total Upward 0.000 in Ratio O<0 Ratio 9999 LC: LC: