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HomeMy WebLinkAbout1205 AVIARA PKWY; ; CBC2024-0174; PermitBuilding Permit Finaled C cityof Carlsbad Commercial Permit Print Date: 09/15/2025 Job Address: 1205 AVIARA PKWY, CARLSBAD, CA 92011 Permit No: Status: CBC2024-017 4 Closed -Finaled Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2120407500 Track#: $0.00 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Applied: 06/03/2024 Issued: 06/20/2024 Finaled Close Out: 09/15/2025 Final Inspection: 07/31/2025 INSPECTOR: Renfro, Chris Description: AVIARA APARTMENTS: INSTALL TWO NEW FOUNTAINS WITH EQUIPMENT INSTALLED IN FIBERGLASS VAULT Applicant: Property Owner: AVIARA LP AQUATIC TECHNOLOGIES M IRANDA BROOKS 32232 PASEO ADELANTO, #STEA SAN JUAN CAPISTRANO, CA 92675-3600 3444 CAMINO DEL RIO N, # 202 SAN DIEGO, CA 92108-1710 (619) 285-5500 FEE BUI LDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) 581473 -GREEN BUILDING STATE STANDARDS FEE SITE IMPROVEMENTS Total Fees: $1,047.80 Total Payments To Date: $1,047.80 Contractor: AQUATIC TECHNOLOGIES 32232 PASEO ADELANTO, # A SAN JUAN CAPISTRANO, CA 92675-3600 (949) 493-9548 Balance Due: AMOUNT $293.80 $197.00 $104.00 $1.00 $452.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad Job Address 1205 Aviara Parkway Tenant Name#: Aviara Apartments Year Built: __ _ Occupancy: __ _ COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check C{3C,R<J.J t./ -t)/ 7</ Est. Value PC Deposit .:i.:?C/3~ $0 -~--- Date 6,.l~/.2 V l l Suite: _____ APN: __________ _ Lot#: Year Built: 2024 -------------- Construction Type: __ _ Fire sprinklersOES0NO A/C:QYESQNO BRIEF DESCRIPTION OF WORK: Two new fountains with fountain equipment installed into 3'x3'x3' fiberglass equipment vault D Addition/New: ____________ New SF and Use,, __________ New SF and Use _______ SF Deck, SF Patio Cover, SF Other (Specify) ___ _ [{]Tenant Improvement: _1_8 ____ SF, Existing Use: _______ Proposed Use: Fountain #1 31 SF, Existing Use: Proposed Use : _F_ou_nt_a1_n#_2 ___ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ □ Solar: ___ KW, ___ Modules, Mounted:ORoof QGround D Re roof: ____________________________________ _ [Z) Plumbing/Mechanical/Electrical plumbing work associated with the fountains and lights. Oother: ------------------------------------- APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name: Miranda Brooks Name: Wermers Properties Address· 32232 Paseo Adelanto, Suite A Address: 5120 Shoreham Place, Suite 150 City· San Juan Capistrano State: CA Zip:_9_26_7_5 __ City: San Diego State:_C_A __ Zip: 92122 Phone: 949-495-9548 Phone: 858-535-1475 Email· miranda@aquatictechnologies.com Email: ___________________ _ DESIGN PROFESSIONAL Name: Jeff Canfield Address: 1050 Campanile City: Newport Beach State:_C_A __ Zip: 92660 Phone: 949-383-8275 Email: Jeff@jeffcanfield.com Architect State License: _c_5_3_59_5 ________ _ CONTRACTOR OF RECORD Business Name: Aquatic Technologies Address: 32232 Paseo Adelanto, Suite A City: San Juan Capistrano State: CA Zip:_9_26_7_5 ____ _ Phone: 949-493-9548 Email: miranda@aquatictechnologies.com CSLB License#: 744177 Class: C53,A,B ·------- Carlsbad Business License# (Required): BLOS1211868 APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Miranda Brooks SIGN: ~ 8<46# DATE: 5/28/2024 1635 Faraday Ave carlsbad, CA 92008 Ph: 442-339-2719 FaK: 760-602-8558 Email: Building@carlsbadca.gov REV. 07/21 .... THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenaltyofperj urythatlam/icensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full force and effect. I also aff irm under penalty of perjury one of the following declarations {CHOOSE ONE): □, have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No .. ____________________________________ _ -OR-[!]1 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: Insurance Company Name: _z_urk:h_Ame __ r1ca_n_1n_su_ra_nce_Com_p_a_ny __________ _ Policy No. WC4503556 Expiration Date: _1_ot_112_0_2_4 ___________ _ -OR- O certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ___________________ Lender's Address: ___________________ _ CONTRACTOR CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): Miranda Brooks SIGNATURE: ~f3u6~ DATE: 5/28/2024 Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: n I, as owner of the property or my employees with wages as t heir sole compensation, will do the work and the structure is not intended or offered for sale (Sec. ~4, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- D 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-□, am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AN D, D FORM 8-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submittedorot the following Web site: http://www.leginfo.ca.gov/calaw.html. OWNER CERT/FICA TION : I certify that/ have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with al I City ordinances and State laws re/a ting to bui I ding construction, NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above is an authorized agent for the property owner Include form B-62 signed by property owner. 163S Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 2 REV. 07/21 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2024-0174) Application Date: 06/03/2024 Owner: AVIARA LP Permit Type: BLDG-Commercial Work Class: Tenant Improvement Issue Date: 06/20/2024 Subdivision: CARLSBAD TCT NO 2018-0002 Status: Closed -Finaled Expiration Date: 12/17/2024 IVR Number: 56780 AVIARA APARTMENTS Address: 1205 AVIARA PKWY CARLSBAD, CA 92011 Scheduled Actual Inspection Type Inspection No. Date Start Date Inspection Primary Inspector Reinspection Inspection 07/31/2025 07/31/2025 BLDG-Final Inspection 291738-2025 Monday, September 15, 2025 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Status Passed Chris Renfro Passed Yes Yes Yes Yes Yes Complete Page 1 of 1 / ~ Aquatic TECHNOLOGIES August 16, 2023 To whom it may concern: I authorize Miranda Brooks to sign for and represent Hart Brothers Construction, Inc. dba Aquatic Technologies for the purpose of obtaining any necessary permits and applying for a business license. Sincerely, QJp!Jfl David B. Hart President Aquatic Technologies 949 493-9548 office 714 350-2310 cell CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 }Co/Mlt '.lOOO:tJO! 0 j E O 00 §08:0880 B B 001to/tf?1J0$.}:80:f!r81 eg !I nJ l880880080:8088tJ I 118 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Seal and/or Stomp Above I certify under PENAL TY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. nd and official seal. OPTIONAL Completing this information con deter alteration of the document or fraudulent reattachment of this form to on unintended docum Title or Type of Doc Document Date: _ _,_.,_--',.___,,,..L.........,"--"::...._---?-,,,,,,_ _______ Number of Pages:-~--- Signer(s) Other Than Named Above: ________________________ _ C_apacity(ie~· ed e~~s) _ +- Signer' Nam . _ ,\/\~4, orporate O 1cer -Title(s): ______ _ □ Partner -D Limited □ General □ Individual □ Attorney in Fact □ Trustee □ Guardian or Conservator D Other: Signer is Representing: _________ _ ©2019 National Notary Association Signer's Name: ____________ _ D Corporate Officer -Title(s): ______ _ □ Partner -□ Limited o General □ Individual D Attorney in Fact □ Trustee □ Guardian or Conservator D Other: Signer is Representing: _________ _ June 17, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: TI Aviara Apartments Fountains Installation Address: 1205 Aviara Parkway Applicant Name: Miranda Brooks Applicant Email: miranda@aquatictechnologies.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-2 Occupant Load: NIA Type of Construction: NIA Sprinklers: NI A Stories: NI A Area of Work (sq. ft.): NIA sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True North '/ COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Permit No: CBC2024-0 I 74 True North No.: 24-018-487 True North Compliance Services, Inc. has completed the final review of the fo llowing documents for the project re ferenced above on behalfof the City of Carlsbad: I. 2. Drawings: One (I) copy dated July 26, 2023, by Aquatic Technologies. Structural Calculations: One (I) copy dated January 29, 2024, by Jeff Canfield Consulting Engineer. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 202 1 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be offurther assistance. Sincerely, True North Compliance Services Review By: Alaa Atassi -Plan Review Engineer JEFF CANFIELD Consulting Engineer Structural Calculations for C\i'l Aviara Apartments Fountains 1205 Aviara Parkway Carlsbad, CA 92011 Job# 24-002 January 29, 2024 CBC2024-0174 1205 AVIARA PKWY AVIARA APARTMENTS: INSTALL TWO NEW FOUNTAINS WITH EQUIPMENT INSTALLED IN FIBERGLASS VAULT 2120407500 6/3/2024 CBC2024-017 4 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com Design Criteria Soils Report: Soils Report not provided Soils values will be based on Code minimum values from Table 1806A.2 Site Soils Conditions: Allowable Bearing Pressure 1,500 psf Lateral Bearing Pressure 100 pcf Applicable Codes: California Building Code 2022 ASCE 7-16 Concrete Strength: f'c = 3,000 psi, Min. fy = 40 ksi Type 11/V Cement Minimum W/C Ratio < 0.45 JEFF CANFIELD Consulting Engineer 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com FOUNTAIN~ PILLAR DETAIL • ------ ------.. ( i I I I .............,~I I I I I I I I I I I ~"-=f I I I FOUNTAIN~ BASIN DETAIL • ------I I I I 1---r-"'----t I \ ) FOUNTAIN JEFF CANFIELD Consulting Engineer SECTION f----+-lf---+-~~+--+-+---'=-+-+--~'+---+-+--- 0,--~-CA~-, ~--~--0~ A_I_N_#_1_P_LA_N_V_I E_W_ 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com LANDSCAPE FOUNTAIN~ STRUC'T\JRE PIUAR . BY OTHERS DETAIL --------... ( i I J-!--plll FOUNTAIN~ BASIN DETAIL • ----I I I I I I I I I I 1----rX-+---1 t ,___ _____ J __ ---1 ....__ --___,, FOUNTAIN JEFF CANFIELD Consulting Engineer SECTION f_:..---WH----WifiW.J----W-.1:L.J~~/.---+----+----k!lj--..+===:Jt-----"'r- LANDSCAPE STRUCTURE BY OTHERS 0f---~-~-,~--~-.:-A_I N_#_2_P_LA_N_V_IE_W_ 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com JEFF CANFIELD Consulting Engineer Wprecast ◄ Fprecast base Fbase Wslab Wwalls Fwalls FOUNTAIN LOADING 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com Weight of Fountain Elements Wprecast = 14 7 lb per manufacturer spec Wbase = ( 1 '-3")(. 785sq ft)( 150pcf) = 14 7 lb Wwalls = (1 '-3")(.5 ft)(? ft)(150pcf) = 656 lb Wslab = (5 ft)(.5 ft)(? ft)(150pcf) = 2,625 lb AscE· AMERlCAN SOCIETY OF CM. ENGINEE!lS Address: 1205 Aviara Pkwy Carlsbad, California 92011 https://ascehazardtool.org/ ASCE Hazards Report Standard: ASCE/SEI 7-22 Risk Category: II Soil Class: Default Page 1 of 4 Latitude: 33.112772 Longitude: -117.296889 Elevation: 286.96771974399036 ft (NAVO 88) Tue Jan 30 2024 AscE· N.1EIIICAN SOCIETY OF !M. ENGINEERS Seismic Site Soil Class: Results: I Sos So, Seismic Design Category: D Default 0.55 1.42 0.95 0.95 0.63 16 ,. Multi-Period MCER Spectrum 1 4 1 2 • 1 0 08 0.6 0 4 02 • • • 0 0 2 4 Sa (g) vs T(s) 6 8 16 Two-Period MCE R Spectrum 1 4 M 1 2 • 1 0 08 06 04 02 0 ------ 0 2 3 4 Sa(9) vs T(s) 5 6 7 8 MCER Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. 10 9 TL Ss s,: Vs30 1 2 1 0 08 06 04 0.2 0 1 0 09 08 07 06 0.5 04 03 0.2 0 1 0 f-i • • 0 .., • \ • 0 • 2 8 1.18 0.38 260 Multi-Period Design Spectrum • • • 4 Sa(9) vs T(s) 6 8 Two-Period Design Spectrum 2 3 4 5 S8 (g) vs T(s) 6 7 8 Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. https://ascehazardtool.org/ Page 2 of 4 Tue Jan 30 2024 • 10 9 ASCE. AM:RICAN SOCIETY Of CM. ENGINEfRS Data Accessed: Tue Jan 30 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS. https://ascehazardtool.org/ Page 3 of 4 Tue Jan 30 2024 ASCE. AM£RICAN SOCIElY OF CIVl ENGINEERS The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided ·as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https://ascehazardtool.org/ Page4 of 4 Tue Jan 30 2024 Project Title: Engineer: Project ID: Project Descr: ASCE Seismic Demands on Nonstructural Components Project File: Fountain Seismic.ec6 UC#: KW-06013415, Build:20.23.08.30 Jeff Canfield Consulting Engineer (c) ENERCALC INC 1983-2023 Seismic Demands on Nonstructural Components per ASCE 7-16 Section 13.3.1 and 13.4.1 ------------- h = 4.50 ft SOS = 0.950 Description : Precast ap = 1.00 W p= 147.0 Fp Upper Limit = 223.44 Fp Lower Limit = 41.90 Description : Base a = p 1.00 w = p 147.0 Fp Upper Limit = 223.44 Fp Lower Limit = 41 .90 Description : Walls a = p 1.00 w = p 656.0 Fp Upper Limit = 997.1 2 Fp Lower Limit = 186.96 Description : Slab ap = 1.00 WP= 2,625.C Fp Upper Limit = 3,990.00 Fp Lower Limit = 748.13 z = 3.16 ft Fp Calc'd : Components = Connections = z = 1.13ft R = p Fp Calc'd : Components = Connections = z = 1.13ft RP= Fp Calc'd : Components = Connections = z = 0.25ft RP = Fp Calc'd : Components = Connections = 2.50 Ip = 53.69 53.69 2.50 I = p 33.52 33.52 2.50 Ip= 149.57 149.57 2.50 Ip = 443.33 443.33 1.00 z/h : Actual = 0. 70 Fp DESIGN : Components Connections 1.00 z/h : Actual = 0.25 Fp DESIGN : Components Connections 1.00 z/h : Actual = 0.25 Fp DESIGN : Components Connections 1.00 z/h : Actual = 0.06 Fp DESIGN : Components z/h Design = = 53.69 = 53.69 z/h Design = = 41.90 = 41.90 z/h Design = = 186.96 = 186.96 z/h Design = = 748.13 Connections = 748.13 0.70 0.25 0.25 0.06 Component amplification factor, Table 13.5-1 or Table 13.6-1 Component operating weight Fp-Calc'd Fp -Upper Fp -Lower Fp -Design Calculated Fp, Eq (13.3-1), Same units as Wp Upper Limit on Fp, Eq (13.3-2) ,(Same units as Lower Limit on Fp, Eq (13.3-3), Same units as \ Fp for design purposes, Same units as Wp Height of point of attachment Component response modification factor (Table 13.5-1 or Table Component importance factor (Section 13.1.3) c.o ..- ('I') ('t') ..- ..- LO N 2'-6" JEFF CANFIELD Consulting Engineer Wprecast ◄ Fprecast base Fbase Wslab Wwalls Fwalls FOUNTAIN LOADING 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com Overturning Moment Mot= (147Ib)(3.16ft)+(147Ib)(1 .13ft)+(2)(656Ib)(1 .13ft)+(2,625Ib){.25ft) = 2,769.44 lb-ft Mres = (.9)[(3,575 lb )(2.5 ft)) = 8,043 lb-ft Mres > Mot F.S. = 8,043/2,769 = 2.91 (2)#4 HORIZ. CONT. WITH IN EDGE BEAM #4@12"o.c. EACH WAY 5.0.G. PER LANDSCAPE 11 I -I 3" JEFF CANFIELD Consulting Engineer BEACH PEBBLE STEEL GRATE I I '-----~.J...-..J ~I #4@12"o.c. EACH WAY 01---~-CA~-,~- 1 ~_TA_I_N_B_A_S_I N_D_E_T_AI_L 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com (4) #4 DOWELS LAP 24' INTO SLAB □ 3' • • CLR • 1'-0' DIA. (2)#3TIES@ TOP OF CONCRETE PEDESTAL JEFF CANFIELD Consulting Engineer FOUNTAIN BASIN W/ #4@12"oc E.W. 0 ~~ 1 ~ 1 ~TAIN PILLAR DETAIL 1050 Campanile Newport Beach, CA 92660 949.383.8275 jeff@jeffcanfield.com