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HomeMy WebLinkAbout2730 BRESSI RANCH WAY; CS; CBC2019-0305; PermitBuilding Permit Finaled Commercial Permit Print Date: 10/01/2020 Job Address: 2730 BRESSI RANCH WAY, # CS, CARLSBAD, CA 92009-3058 Permit Type: BLDG-Commercial Work Class: Tenant Improvement Parcel #: 2131912700 Track U: Valuation: $165,000.00 Lot U: Occupancy Group: Project U: #of'Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: (City of Carlsbad Permit No: CBC2019-0305 Status: Closed - Finaled Applied: 06/20/2019 Issued: 10/01/2019 Finaled Close Out: Inspector: MColl Final Inspection: 10/01/2020 Project Title: Description: AT&T MOBILITY: NEW WIRELESS COMM FACILITY WITH ANTENNA CONCEALMENT SYSTEM Applicant: Property Owner: DEPRATII INC OWNER BOYS AND GIRLS CLUBS OF CARLSBA[ TIM HENION 2730 BRESSI RANCH WAY 2707TIBURON AVE CARLSBAD, CA 92009 CARLSBAD, CA 92010-7908 (503) 519-8591 FEE AMOUNT BUILDING INSPECTION FEE $234.00 BUILDING INSPECTION FEE . $234.00 BUILDING PERMIT FEE ($2000+) $856.75 BUILDING PLAN CHECK FEE (BLDG) $599.72 ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL $89.00 FIRE Special Equipment (Ovens, Dust, Battery) $417.00 5B1473 GREEN BUILDING STATE STANDARDS FEE . $7.00 STRONG MOTION-COMMERCIAL $46.20 Total Fees: $2,483.67 Total Payments To Date: $2,483.67 Balance Due: $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 Munidpal 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 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check ')' 03c Est. Value iby, OOC) PC Deposit Date to" Job Address 2730 Bressi Ranch Way Suite: ,. _C3 APN: 213-191-27-00 Tenant Name: AT&T Mobility CT/Project #: Lot #:_________ Occupancy: _.. Construction Type: V-A Fire Sprinklers: yes / no Air Conditioning: yes / no BRIEF DESCRIPTION OF WORK: New wireless communication facility with 8-4" x 20' ground space and 161x16'xlO' antenna concealment system. Jat dteping Iimitad4o replecing 8n4-tcee and-adding onc tree an wJJii4?ñ9'1/./- EI Addition/New: equipment enclosure New SF and Use, 166sq ft equipment area New SF and Use, Deck SF, Patio Cover SF (not including flatwork) C] Tenant Improvement: SF, Existing Use Proposed Use SF, Existing Use Proposed Use O Pool/Spa: SF Additional Gas or Electrical Features? F-1 Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No 0 Plumbing/Mechanical/Electrical Only: D Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: Tim Henion Name: AT&T Mobility, Tim Henion Address: 2707 Tiburon Ave Address: 2707 Tiburon Ave City: Carlsbad state: CA Zip: 92010 City: Carlsbad State:CA Zip: 92010 Phone: 503-519-8591 Phone: 503-519-8591 Email: thenion@deprattiinc.com Email: thenion@deprattiinc.com DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: DCI Pacific Name: to be determined Address: 26 Executive Park, Ste 170 Address: \t—--e ¶,jvY1rfl City: Irvine State:CA Zip: 92614 City:Q tj"t ti'Y\ State:j Phone: 9494751000 Phone: Email: Bok@dcipacific.com EmaiI 71LA_) Architect State License: C18015 State LicI rise 15 2.Rj Bus. (Sec. 7031.5 Business and Professions code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingtcarIsbadca.gov B-2 Page 1 of 2 Rev. 06/18 (OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one ofthefollow!ng declarations: 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. and will maintain worker's compensation, as required by Section 3700 of the Labor Code, f thep N. toç policy number are: Insura e Co(npany Namefr\ \ 0 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 be come 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. I r - CONTRACTOR t7AAA DAGENT DATE: (OPTION B): I hereby affirm that lam exempt from Contractor's License Law for the following reason: O 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). O 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). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): i plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): S. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone / type of work): OWNER SIGNATURE: EJAGENT DATE: 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: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? DYes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: 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. I 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 SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit Is required for excavations over 5,0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void If the building or work authorized by such permit is not commenced within 180 days from the date of such permit or If the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 UnIform Building Code). APPLICANT SIGNATURE: Li..III DATE: June 19. 2019 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. 06/18 Permit Type: BLDG-Commercial Application Date: 06/20/2019 Owner: OWNER BOYS AND GIRLS CLUBS OF - CARLSBAD Work Class: Tenant Improvement Issue Date: 10/01/2019 Subdivision: CARLSBAD TCT#03-03 BRESSI RANCH Status: Closed - Finaled Expiration Date: 03/01/2021 Address: 2730 BRESSI RANCH WAY, # CS IVR Number: 19884 CARLSBAD, CA 92009-3058 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status - BLDG-31 113624.2019 Passed Michael Collins Complete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Need revised plans No BLDG-Building Deficiency Driven ground rods and electrode Yes conductor 1211812019 1211812019 BLDG-66 Grout 114172.2019 Passed Michael Collins Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Cell site CMU only Yes 0813112020 0813112020 BLDG-34 Rough 137016.2020 Failed Paul Burnette Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency No 09/0212020 0910212020 BLDG-34 Rough 137167.2020 Passed Tony Alvarado Complete Electrical Checklist Item COMMENTS . Passed BLDG-Building Deficiency September 2, 2020: Yes 1. After hours inspection at 11 PM Tuesday evening. 2. Rough electrical scope of work-approved (only). Building power shut down at boys and girls club, to accommodate new AT&T cell site with meter and 200 amp panel for electrical engineers plans and specifications and approved. Informed electrical contractor Todd, needs to call in for final cell site inspection. ' 1010112020 1010112020 BLDG-Final Inspection 139797-2020 Passed Tony Alvarado Complete Checklist Item . COMMENTS Passed BLDG-Structural Final October 1, 2020: Yes 1. Final sign-off for AT&T cell tower scope of work per electrical engineers plans and specifications - approved. BLDG-Electrical Final October 1, 2020: Yes 1. Final sign-off for AT&T cell tower scope of work per electrical engineers plans and specifications - approved. Thursday, October 1,2020 . - Page 2 of 2 Building Permit Inspection History 6ty. of Finaled Carlsbad PERMIT IF1 2 P ('1 HISTORY for 1*t*t0J*i0I1 Permit Type: BLDG-Commercial Application Date: 06/20/2019 Owner: OWNER BOYS AND GIRLS CLUBS OF CARLSBAD Work Class: Tenant Improvement Issue Date: 10/01/2019 Subdivision: CARLSBAD TCT#03-03 BRESSI RANCH Status: Closed - Finaled Expiration Date: 03/01/2021 Address: 2730 BRESSI RANCH WAY, # CS IVR Number: 19884 CARLSBAD CA 92009-3058 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 10/3112019 1013112019 BLDG-11 . 109357-2019 Failed Michael Collins Reinspection Incomplete FoundatIonlFtglPlers (Rebar) * Checklist Item COMMENTS Passed BLDG-Building Deficiency Need revised plans for footing/steel No - change BLDG-31 109356-2019 Failed Michael Collins Reinspection Incomplete Underground/Conduit - Wu1ng Checklist item COMMENTS Passed BLDG-Building Deficiency Need revised plans No 12103I2019 12103/2019 BLDG-11 112564-2019 Failed Michael Collins Reinspection Incomplete Foundation/FtglPiers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Need approved plans on site. Remove No debris from footings. BLDG-Building Deficiency Need revised plans for footing/steel No change 12/0412019 12104I2019 BLDG-11 112680-2019 Cancelled Michael Collins Reinspection Incomplete Foundation/Ftg/Piers (Rebar.) Checklist Item COMMENTS Passed BLDG-Building Deficiency Need approved plans on site. Remove No debris from footings. BLDG-Building Deficiency 12/04/19, cancelled per rain event No BLDG-Building Deficiency -Need revised plans for footing/steel No change 12/4212019 12/1212019 BLDG-11 113590-2019 Passed Michael Collins Complete Foundatlon/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency At equipment shelter only Yes BLDG-Building Deficiency Need revised plans for footing/steel No change BLDG-Building Deficiency Need approved plans on site.Remove No debris from footings. BLDG-Building Deficiency 12/04/19, cancelled per rain event No Thursday, October 1, 2020 Page 1 of 2 Gho strider inc. Any Where Any Time PH. 760-473-5052 Around the World, Around the Clock Fax 619-367-5791 P.O. Box 1120 Fallbrook, CA 92088 E-mail, twghostrlderOl@yahoo.com E-mail, ghostriderinchotmaiI.com DAILY INSPECTION REPOR1I CLIENT Boys & Girls Club of Carlsbad PROJECT Boys & Girls Club S00509 DATE 12/18/2019 ADDRESS 2730 Bressi Ranch Way ARCHITECT DCI Pacific CITY Carlsbad, CA 92009 32 Executive Park STE 110 Irvine, Ca 92614 JOB # Ghostrider. Inc. ENGINEER DCI Pacific BUILDING PERMIT/DSA/OSHPD# CBC2019-0305 32 Executive Park STE 110 Irvine, Ca 92614 PLAN FILE # Not Applicable CONTRACTOR Schwartz Electric W. 0. U Not Applicable Reinforce Masonry Mortar, Type/PSI: # Type S/1800psi Approved Plans Not Available Pre-Grout C.M.U. Block: # ASTM C90/Grade N Rebar Clearances Per Plans High Lift Rebar: Gr/Type: U A-615/Grade 60 Rebar Laps Per Plans Air Temp: #60 Degrees Rebar Positions Per Plans Rebar Sizes Per Plans Safety Gear: Hardhats,Glasse Weather Sunny Bright REMARKS: Performed pre-grout inspection for masonry enclosure walls on project as shown on approved plans. Rebar was found to be of grade, size and in conformity with approved drawings for project (Sheet S-1A). Contractor had #4 Horiz. bars at 24" O.C. and #5 Vert. bars at 24" O.C. per plan. Concrete footing inside of wall is clean and free of debris. Work on project is ongoing. U V, CERnFItA11&NOFCOMPUANaiTÔ the bFst of iVr kñôédge, all 6f thir—eiWroid ZiiCiMffi th th4iübtmAEi6r1J)icOrnplieiwIth OMi,èd p1ãi1spéc1ftcot!ons and applicable sections of the building codes. For this report to be valid It must have aflnal report, signed by the special Inspector, stating "Final Report of inspection and material testing'. Without aflnai report this document is invalid. This port co vers the locations of the weak reported only and doesn't constitute engineering opinion or project control. Time in: Time out: ,, 7 [1alor White Authorization: THE DEPUTYS A.W.S. & LC C82 San Diego 1287: not used for advertising, marketing or promotions. This document is used to convey compliance with the Codes. Ghostrlder, Inc. 01.2008. Rev. (18)9/2015 Ghostrider inc. PH. 760-473-5052 Fax 619-367-5791 E-mail, twghostrlde,01©yahoo.com CLIENT Boys & Girls Club of Carlsbad DATE 12/11/2019 Any Where Any Time Around the World, Around the Clock P.O. Box 1120 Fallbrook, CA 92088 E-mail, ghostrIderinchotmail.com DAILY INSPECTION REPORTI PROJECT Boys & Girls Club 5D0509 ADDRESS 2730 Bressi Ranch Way ARCHITECT DCI Pacific 32 Executive Park STE 110 Irvine, Ca 92614 ENGINEER DCI Pacific 32 Executive Park STE 110 Irvine, Ca 92614 CONTRACTOR Schwartz Electric CITY Carlsbad, CA 92009 JOB # Ghostrider, Inc. BUILDING PERMIT/OSA/OSHPD# CBC2019-0305 PLAN FILE# Not Applicable W. 0. U Not Applicable ffinogm Ag_ cii. Soil Technician Material: Native Approved Plans Available Rebar Clearances Per Plans Rebar Positions Per Plans Rebar Laps Per Plans Rebar Sizes Per Plans Safety Gear: Hardhats,Glasse Weather Sunny Bright REMARKS: Inspected footing bottoms with a 34" Dia. soils probe. Sections were found to be firm and unyielding; probe did not penetrate more than 4.00" into soil. Work on project is ongoing. àpplkoble sections of ' e= e building codes. For this report lobe vaild It must have ajlnal report, signed by the special Inspector, stating "Final Report of Inspection and material estIng'WthutaflalreponthlsdocumentlsInv&W.ThIsreport covers the locations of the worn ed only and englneeting opinion or project control., Time in: Time out: Signature, iayIor White Authorization: THE DEPUTYS A. W.S. & LC.C. & San Diego 1287: This is not a covernment form. The Federal. State. County and City seals ontvslanifv that inspections are conducted under Federal. State. County and City Codes 12013. C.B.CJ. This document Is not used for advertisina. marketing or promotions. This document is used to convey compliance with the Codes. Ghostrlder, Inc. 01-2008. Rev. (18)9/2015 EsGil A SAFEbuftf Company DATE: 7/2/2019 JURISDICTION CiWoICái1sbad U AWLICANT 71 PLAN CHECK #.: CBC2019-0305 SET: I PROJECT ADDRESS: 2730 Bressi Ranch Way PROJECT NAME: AT&T SD0509 Boys & Girls Clubs The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: / Telephone #: Date contacted: (b ,, (,1 Email: Mail Telephone Fax In Person LII REMARKS: By: David Yao Enclosures: EsGil 6/22/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0305 PREPARED BY: David Yao DATE: 7/2/2019 BUILDING ADDRESS: 2730 Bressi Ranch Way BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) cell site revisions per city 165,000 Air Conditioning Fire Sprinklers TOTAL VALUE 165,000 Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance v Type of Review: El Complete Review D Structural Only I I I Kc3..3f I Repetitive Fee Repeats 1J Other 11 Hourly Hr. © * EsGil Fee I $522.651 Comments: Sheet of I 0Hazardous Materials Questionnaire ( .- .. , County of San Diego, Department of Environmental Health P0 Box 129261, San Diego, CA 92112-9261 \, (858) 505-6700 (800) 253-9933 www.sdcdeh.org Record ID #: Not in System Plan Check #: DEH20I9-HHMBP-007693 Business Name Business Contact Telephone # Plan File # AT&T Mobility Tim Henion 5035198591 Project Address City State Zip Code APN # 2730 Bressi Ranch Way Carlsbad CA 920093058 213-191-27-00 Applicant Applicant E-Mail Applicant Telephone # Tim Henion thenion@deprattiinc.com 5035198591 -- The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS METERIALS DIVISION: OCCUPANCY CLASSIFICATION: (Not required for projects within the City of San Diego.) Indicate by selecting the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are selected. Applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: S-2 Facility's Square Footage (including proposed project): 168 O Explosive or Blasting Agents 0 Organic Peroxides 0 Water Reactives 0 Corrosives O Compressed Gases 0 Oxidizers 0 Cryogenics 0 Other Health Hazards O Flammable/Combustible Liquids a Pyrophorics 0 Highly Toxic or Toxic Materials 0 None of These O Flammable Solids 0 Unstable Reactives 0 Radioactives PART II; SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION (HMDt: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, in person at 5500 Overland Ave., Suite 110, San Diego, CA 92123. or by phone at (858) 505-6700 prior to issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: 11/20/2019 YES NO ra a Is your business listed on the reverse side of this form? (check all that apply). 0 10 Will your business dispose of Hazardous Substances or Medical Waste in any amoat?=i r' Will your business store or handle Hazardous Substances in quantities equal to orre,teftla ,, 55 gallons, 500 pounds, or 200 cubic feet? 0 10 Will your business handle carcinogens or reproductive toxins in any quantity? 0 @ Will your business use an existing, or install an underground storage tank? JUL 2 2 2019 0 11 Will your business store or handle Regulated Substances (CalARP)? 0 11 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8 0 Will your business store petroleum in tanks or containers at your facility with a tofJ LSBAD equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Stoagect). , 0 CaLARP Exempt 0 CaIARP Required a Ca?ARP Complete Review Date: PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): lithe answer to eti'91 ié 'Y' id an r'to Question #2 is 'No', the applicant must contact the APCD prior to the issuance of a building or demolition permit. If any answer to Questions #3, #4, or #5 is 'Yes', the applicant must contact the APCD prior to the issuance of a building or demolition permit. lithe answer to Question #3 or #4 is 'Yes', the applicant may need to submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation (some residential projects may be exempt from the notification requirements). Contact the APCD at 10124 Old Grove Road, San Diego, CA 92131 or telephone (858) 586-2600 for more information. YES NO i. a IS Will any existing building materials be disturbed as part of this project? (If the answer is 'Yes', an asbestos survey may be required.) a is Has a survey been performed to determine the presence of asbestos containing materials? 0 a Will the project involve handling or disturbance of any asbestos containing materials? 0 0 Will the project involve the removal of any load supporting structural member? 5 a is Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.org!info/facts/permits.pdf 6 0 0 (ANSWER ONLY IF QUESTION 51S 'YES') Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district. Briefly describe business activities: - Briefly describe proposed project: Boys and Girls Club with gym and play areas New wireless comm site with (12) roof mounted antennas and (24) remote radios and ground mounted base station equipment. I declare under penalty of perjury that to the best of my knowledge and belief, the responses made herein are true and correct. is; Fees Acknowledged: is Tim Henion 7/19/2019 Name of Owner or Authorized Agent - -- -- Date FOR OFFICIAL 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 COUNTYHMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD r REVIQWY J. Swanson 7/22/2019 HVID A stamp in this box gDly exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. DEH_HMD_Plan_Check_Questtonnaire 0.2 (10/2015) Printed on: 712212019 @ 2:10 PM INDUSTRIAL WASTEWATER DISCHARGE PERMIT SCREENING SURVEY Date 6/19/2019 Business Name AT&T Mobii Street Address 2707 Tiburon Ave, Carlsbad, CA 92010 Email Address thenion@deprattiinc.com PLEASE CHECK HERE IF YOUR BUSINESS IS EXEMPT: (ON REVERSE SIDE CHECK TYPE OF BUSINESS) Check all below that are present at your facility: Acid Cleaning Ink Manufacturing Nutritional Supplement! Assembly Laboratory Vitamin Manufacturing Automotive Repair Machining I Milling Painting / Finishing Battery Manufacturing Manufacturing Paint Manufacturing Biofuel Manufacturing Membrane Manufacturing Personal Care Products Biotech Laboratory (i.e. water filter membranes) Manufacturing Bulk Chemical Storage Metal Casting I Forming Pesticide Manufacturing / Car Wash Metal Fabrication Packaging Chemical Manufacturing Metal Finishing Pharmaceutical Manufacturing Chemical Purification Electroplating (including precursors) Dry Cleaning Electroless plating Porcelain Enameling Electrical Component Anodizing Power Generation Manufacturing Coating (i.e. phosphating) Print Shop Fertilizer Manufacturing Chemical Etching I Milling Research and Development Film /X-ray Processing Printed Circuit Board Rubber Manufacturing Food Processing Manufacturing Semiconductor Manufacturing Glass Manufacturing Metal Powders Forming Soap! Detergent Manufacturing Industrial Laundry Waste Treatment! Storage SIC Code(s) (if known): Brief description of business activities (Production / Manufacturing Operations): Description of operations generating wastewater (discharged to sewer, hauled or evaporated): Estimated volume of industrial wastewater to be discharged (gal /day): List hazardous wastes generated (type! volume): Date operation began/or will begin at this location: Have you applied for a Wastewater Discharge Permit from the Encina Wastewater Authority? Yes No If yes, when: Site Contct _4Xid @J \& Title signatur(f r No. L° 1ñ ENCINA WASTEE AUTHORITY, 6200 s3vnida ncunas Carlsbad, CA 92011 (760) 438-3941 (760) 4769852 PERMIT REPORT cCity of Carlsbad Permit No: PREV2019-0233 CARLSBAD, CA 92009-3058 Status: Closed - Fina!ed Work Class: Commercial Permit Revisi Track #: Applied: 11/06/2019 Lot #: Issued: 12/03/2019 Project # Finaled Close Out: 10/05/2020 Plan #: . Construction Type: Orig. Plan Check #: CBC2019-0305 Inspector: Plan Check #: Final Inspection: Print Date: 10/05/2020 Job Address: 2730 BRESSI RANCH WAY, # CS, Permit Type: BLDG-Permit Revision Parcel #: 2131912700 Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Description: AT&T MOBILITY: STRUCTURAL CALCS AND FOOTING DETAIL UPDATED Applicant: Property Owner: DEPRATII INC OWNER BOYS AND GIRLS CLUBS OF CARLSBAD TIM HENION 2730 BRESSI RANCH WAY 2707 TIBURON AVE CARLSBAD, CA 92009 CARLSBAD, CA 92010-7908 (503) 519-8591 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BLDG PLAN CHECK FEE $196.88 Total Fees: $ 231.88 Total Payments To Date : $ 231.88 Balance Due: $0.00 Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services (City Of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov Original Plan Check Number CBC20190305 Plan Revision Number &L2wR - Project Address 2730 Bressi Ranch Way General Scope of Revision/Deferred Submittal: Change to CMU wall footing detail, 1/S-1 CONTACT INFORMATION: Name Tim Henion Phone 503-519-8591 Fax Address 2707 Tiburon Ave city Carlsbad Zip 92010 Email Address thnionidenrattllnrrnm Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Plans IjJ Calculations Soils 0 Energy [3 Other 2. 3. Describe revisions in detail List page(s) where each Footing detail updated to account for grade beam 2/S-1 original & S-1A new ce.. .e. ..... .i_...... • i., r c r1..... i Wall and Footer Calculations Does this revision, in any way, alter the exterior of the project? D Yes Does this revision add ANY new floor area(s)? 0 Yes 0 No Does this revision affect any fire related issues? 0 Yes LI No Is this a complete set? 0 Yes El No .€Mgnature Date 6 November 2019 1635 Faraday Avenue, Carlsbad, CA 92008 Eh. 760-602-2719 f: 760-602-8558 EmaIl: building@carlsbadca.gov www.carlsbadca•gov Es(GuN A SAFEbuiItConipany DATE: 11/19/2019 U APPLICANT U JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019-0305.REV(PREV2019-0233) SET: I PROJECT ADDRESS: 2730 Bressi Ranch Way PROJECT NAME: AT&T SD0509 Boys & Girls Clubs Footing Revision The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: contacted: Email: VM 1 Telephone ARKS: By: David Yao Enclosures: Eapprov'ed'Pläh EsGil 11/8/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Fax In Person City of Carlsbad CBC2019-0305.REV(PREV2019-0233) 11/19/2019 (DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2019- 0305.REV(PREV20 19-0233) PREPARED BY: David Yao DATE: 11/19/2019 BUILDING ADDRESS: 2730 Bressi Ranch Way BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) CMU wall footing revision Air Conditioning Fire Sprinklers TOTAL VALUE --------- _ Jurisdiction Code Icb IBY Ordinance I Bldg. Permit Fee by Ordinance V Plan Check Fee by Ordinance v Type of Review: E1 Complete Review 0 Structural Only Repetitive Fee IWI Repeats * Based on hourly rate Other 21 Hourly 1.5 Hrs. @ * EsGil Fee $105.00 I $157.50( Comments: Sheet of (signed: p,v),2O19 AT&T cell site SD0509 / Boys & Girls Club 2730 Bressi Ranch Way, Carlsbad, CA92009 #4 HZ @ TOP VERT REINF. 0 CTR OF WALL: #4 0 24° O.C. ALIGN W/ DOWEL BELOW #4 HZ 0 24° O.C. : 8° CMU FENCE WALL f'm=1500 psi SOLID GROUTED. DEPUTY INSPECTION IS REQUIRED FOR ALL CMU CONSTRUCTION. #4 VERT DOWEL 0 dR O 24" O.C. ALTERNATE BENT INTO FOOTING OMIT 1ST COURSE VERT 1,-op JOINT GROUT IA? #40 12°O.C. BOTH WAYS U: :° I'. 1. : •:"t 4 : j U MATERIAL PRIOR TO CONC POUR jt. (2) #4 © 6011DM J. (NJ FOOTING TO BE AT SAME LEVEL OR I I 1LOWER THAN ) CONCREFE ill BEAM 1'O° ], 3'-0° 1'—O° NOTE: SUBGRADE PREPARATION & COMPACTION (E) TIE BEAN PER MIN. LOCAL CODE REQUIREMENT SECTION PREV20I9-0233 2730 BRESSI RANCH WAY #CS AT&T MOBILITY: STRUCTURAL CALCS AND FOOTING DETAIL UPDATED 2131912700 CBC2019-0305 11/6/2019 PREV20I 9-0233 Seismic Calculation for CMU fence wall on arade Site Coordinates= 33.1256455,-117.253 Soil Site Class = D Risk Category = II From Spectrum Data: SMS = 1.126 g 5os = 2/3 5MS = 0.751 g SMI = 0.643 g S01 = 2/3 SMI = 0.429 g Seismic Design Category = D p= 1.0 Seismic Design Force: R0 = 2.5 a= 1.0 l 1.0 z/h= 0.0 W = 85.0 lbs Unit weight fully grouted Fp = [0.4 a SOS W,, I (RII)] x (1+2(z/h)) = 10.21 lbs FP,MC = 1.6 5DS l W, FP,MIN = 0.3 SDS 1p WP = 102.09 lbs = 19.14 lbs Therefore F= 19.14 lbs Seismic Load Effects E: E = pFi0.2S05 D = 19.14 lbs (Lateral) Seismic Lateral Coefficient = 0.23 ASD design coefficient = 0.16 ± 12.76 lbs (Vertical) 1/6 Wind Load for free standina fence Basic Wind Speed = 110 mph Exposure = C Category = II Mean Roof Height (h) = 7 ft Non-building Structure: W= 12.0 in H= 84.0 in Aoolv "Desian Wind Loads on Other Structures" FwInd (GC,)A, q = velocity pressure evaluated at height z of the centroid og area of 4A = 0.00256 K Ke Kd V2 (lb/fl2) = 0.85 K= (1+K1K2K3)2 = 1.0 K= 0.85 V= 110 mph qz = 22.4 psf G= 0.85 Cf = 1.3 GCf = 1.105 f wind = 24.8 psf ASD factor = 0.6 Final Fw (LRFD) = 24.8 psf Final Fw (ASD) = 14.9 psf Use min 20 psf WIND GOVERNS Title Block Line 1 Project Title: You can change this area Engineer: using the Settings' menu item Project ID: and then using the "Printing & Project Descr: Title Block" selection. Printed: 5 NOV 2019, 3:37PM Cantilevered Retaining Wall PamenmonsteiCMs WailctBlue Oak Er0ineers0CI PadfithDQ.eth. DESCRIPTION: 7'.O" HIGH CMU FENCE WALL (KEYED FOOTING) AGAINST WIND LOAD 3/6 Soil Pressure @ Toe : 637 psf OK Soil Pressure @ Heel = 60 psf 01< Allowable : 2,000 psf Sol Pressure Less Than Allowable ACI Factored @ Toe : 765 psf ACI Factored © Heel = 72 psf Footing Shear @ Toe 10.5 psi OK Footing Shear © Heel 52 psi OK Allowable 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force 153.3 lbs less 100% Passive Force : 555.6 lbs less 50 % Friction Force = 260.6 lbs Added Force Req'd 0.0 lbs OK ....for 1.5: 1 Stability 0.0 lbs OK I Criteria Retained Height 0.50 ft Wall height above soil 7.00 ft Slope Behind Wall 0.00:1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. Surcharge Loads Surcharge Over Heel : 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe 0.0 psf Used for Sliding & Overturning I Axial Load Applied to Stem Axial Dead Load : 0.0 lbs Axial Live Load : 0.0 lbs Axial Load Eccentricity = 0.0 in Design Summary Wall Stability Ratios Overturning 5.62 OK Sliding = 533 OK Total Bearing Load : 1,743 lbs ...resultant ecc. = 8.28 in ISoil Data Allow Soil Bearinj 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure : 45.0 psflft Toe Active Pressure : 30.0 psf/ft Passive Pressure : 100.0 psf/ft Soil Density, Heel = 110.00 pd Soil Density, Toe : 110.00 pcf Friction Coeff btwn Ftg & Soil: 0.300 Soil height to ignore for passive pressure : 0.00 in I Lateral Load Applied to Stem I Lateral Load : 0.0 plf ...Height to Top : 0.00 ft ...Height to Bottom 0.00 ft Wind on Exposed Stem : 20.0 psf I Stem Construction I Design Height Above Ftg Wall Material Above "Hr Thickness Reber Size Reber Spacing Reber Placed at Design Data fb!FB + fa/Fa Total Force © Section Moment. .. Actual Moment. ... Allowable Shear.....Actual Shear ..... Allowable Wall Weight Reber Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Masonry Data fm Fy Solid Grouting Calculations per ACI 318-14, TMS 402-16, IBC 2018, CBC 2019, ASCE 7.16 I Adjacent Footing Load Adjacent Footing Load : 0.0 lbs Footing Width : 0.00 ft Eccentricity : 0.00 in Wall to Ftg CL Dist 0.00 ft Footing Type Line Load Base Above/Below Soil 0.0 ft - at Back ofWall Poisson's Ratio = 0300 1,500 20,000 Yes Yes 21.48 1.000 7.60 Top Stem 2nd Stem OK Stem OK ft = 2.67 0.00 Masonry Masonry in: 8.00 8.00 = #4 #4 in: 24.00 24.00 Center Center 0.341 0.983 Ibs: 96.6 141.9 ft-I: 233.3 560.3 ft-1 = 683.8 569.8 psi: 2.1 3.2 P5k 38.7 38.7 psf: 84.0 84.0 in: 3.75 3.75 in= 24.00 36.00 in = 24.00 6.00 in: 24.00 6.00 psi: 1,500 psi: 24,000 Yes Load Factors Dead Load 1200 Modular Ratio 'n' 21.48 Live Load 1.600 Short Term Factor = 1.000 Earth, H 1.600 Equiv. Solid Thick. in: 7.60 Wind, W 1.600 Masonry Block Type : 3 Seismic, E 1.000 Masonry Design Method : ASD Title Block Line 1 Project Title: You can change this area Engineer: using the 'Settings menu item Project ID: and then using the "Printing & Project Descr: Title Block' selection. Printed: 5 NOV 2019, 3:37PM Cantilevered Retaining Wall : DiUrsOuis Lee jinentsQvis06 - menmons1eñCMs WodtBhie Oak EiineerslDCI Paafic0O.e. 1111 Sofleere comflelit ENERCAIC. INC. 1983-2019. Buiid:12.19831 - 4/6 DESCRIPTION: 7'-0" HIGH CMU FENCE WALL (KEYED FOOTING) AGAINST WIND LOAD :ootjng Dimensions & Strengths I j Footing Design Results I Toe Width 2.17 ft Heel Width 2.83 Total Footing Width 5.00 Footing Thickness 10.00 in Key Width = 10.00 in Key Depth = 24.00 in Key Distance from Toe 0.00 ft rc jsiy,psi Footing Concrete Density 150.00pcf Min. As% = 0.0018 Cover @ Top 2.00 © Btm. 3.00 in Footing width increased to 5'-O"L Footing thickness reduced to 10" Provide 24" deep footing key FaCOMAPffiggErVe 765 72ps Upward 0 0 ft-lb Mu': Downward 0 588 ft-lb Mu: Design 897 588 ft-lb Actual 1-Way Shear = 10.47 5.20 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = #4 © 18.00 in Heel Reinforcing = # 4 @ 18.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu <S * Fr Heel: Not req'd, Mu <S * Fr Key: Not req'd, Mu < S * Fr Summary of Overturning & Resisting Forces & Moments I OVERTURNING RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-lb lbs ft ft-lb Heel Active Pressure = 40.0 0.44 17.8 Soil Over Heel 119.2 3.92 466.7 Surcharge over Heel = Sloped Soil Over Heel Toe Active Pressure = -26.7 0.44 -11.9 Surcharge Over Heel Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load Axial Dead Load on Stem Added Lateral Load * Axial Live Load on Stem Load @ Stem Above Soil = 140.0 4.83 676.7 Soil Over Toe 119.2 1.08 129.1 Surcharge Over Toe Stem Weight(s) 630.0 2.50 1,575.0 Earth @ Stem Transitions Total 153.3 O.T.M. = 682.6 Footing Weight = 625.0 2.50 1,562.5 Resisting/Overturning Ratio = 5.62 Key Weight 250.0 0.42 104.2 Vertical Loads used for Soil Pressure: 1,743.3 lbs Vert. Component Total= 1,743.3 lbs R.M.= 3,837.5 Axial live load NOT included in total displayed or used for overturning resistance, but is included for soil pressure ca(culation. Top Stem 2nd Stem OK Rato'l.O ft= 2.67 0.00 = Masonry Masonry in = 8.00 8.00 #4 #4 in = 24.00 24.00 Center Center 0.375 1.082 Ibs: 106.3 155.9 ft-1 = 256.6 616.3 ft-I = 683.8 569.8 psi: 2.4 3.5 psi = 38.7 38.7 psi = 84.0 84.0 in = 3.75 3.75 in: 24.00 36.00 in: 24.00 6.00 in = 24.00 6.00 psi: 1,500 1,500 psi: 24,000 20,000 = Yes Yes Yes = 21.48 21.48 = 1.000 1.000 in: 7.60 7.60 =3 ASD Title Block Line I You can change this area using the Settings menu item and then using the "Printing & Title Block' selection. Cantilevered Retaining Wall Project Title: 5/8 Engineer: Project ID: Project Descr: Printed: 5 NOV 2019, 3:38PM RamenmonsteACh,ls Wail(t8lue Oak Ereinrst0CI Paa8r.tDO.e. Softv,ere coavricht ENERC1.C. INC. 1983.2019. Build:12.19.831 DESCRIPTION: 7'..0" HIGH CMU FENCE WALL (kEYED FOOTING) AGAINST SEISMIC LOAD Soil Pressure @ Toe = 654 psf OK Soil Pressure © Heel 44 psf OK Allowable = 2,000 psf Sot Pressure Less Than Allowable ACI Factored @ Toe 784 psf ACI Factored © Heel : 52 psf Footing Shear © Toe = 10.8 psi OK Footing Shear © Heel 52 psi OK Allowable 75.0 psi Sliding Calcs (Vertical Component NOT Used) Lateral Sliding Force 167.3 lbs less 100% Passive Force = 555.6 lbs less 50 % Friction Force = - 260.6 lbs Added Force Req'd = 0.0 lbs OK for 1.5 : 1 Stability = 0.0 lbs OK Ciiteria Retained Height 0.50 ft Wall height above soil 7.00 ft Slope Behind Wall 0.00:1 Height of Soil over Toe = 6.00 in Water height over heel = 0.0 ft Vertical component of active Lateral soil pressure options: NOT USED for Soil Pressure. NOT USED for Sliding Resistance. NOT USED for Overturning Resistance. I Surcharge Loads Surcharge Over Heel : 0.0 psf Used To Resist Sliding & Overturning 0.0 Surcharge Over Toe = psf Used for Sliding & Overturning FIAxial Load Applied to Stem Axial Dead Load = 0.0 lbs Axial Live Load : 0.0 lbs Axial Load Eccentricity : 0.0 in I Design Summary Wall Stability Ratios Overturning 5.11 OK Sliding 4.88 OK Total Bearing Load 1,743 lbs ...resultant ecc. 8.75 in Load Factors Dead Load 1200 Live Load 1.600 Earth, H 1.600 Wind,W 1.600 Seismic, E 1.000 ISoil Data Allow Soil Bearin 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure : 45.0 psf/ft Toe Active Pressure : 30.0 psf/ft Passive Pressure 100.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcI Friction Coeff btwn Fig & Soil: 0.300 Soil height to ignore for passive pressure = 0.00 in I Lateral Load Applied to Stem I Lateral Load = 0.0 pIt ...Height to Top 0.00 ft ...Height to Bottom = 0.00 ft Wind on Exposed Stem = 22.0 psf I Stem Construction Design Height Above Ftg Wall Material Above "Ht" Thickness Reber Size Rebar Spacing Reber Placed at Design Data fb/FB + fa/Fa Total Force © Section Moment. .. Actual Moment ... Allowable Shear ..... Actual Shear ..... Allowable Wall Weight Reber Depth 'd' Lap splice if above Lap splice if below Hook embed into footing Masonry Data I'm Fy Solid Grouting Modular Ratio 'n' Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method I Adjacent Footing Load Adjacent Footing Load 0.0 lbs Footing Width : 0.00 ft Eccentricity 0.00 in Wall to Fig CL Dist 0.00 ft Footing Type Line Load Base Above/Below Soil - 0.0 ft - at Back of Wall Poisson's Ratio = 0.300 Calculations per ACI 318.14, TO 402-16,113C 2018, CBC 2019, ASCE 746 Total Fooling Width 5.00 Footing Thickness 10.00 in Key Width 10.00 in Key Depth = 24.00 in Key Distance from Toe 0.00 ft ft = 2,500 psi Fy = 60,000 psi Footing Concrete Density 150.00 pcf Min. As% = 0.0018 Cover @ Top 2.00 @ Btm.= 3.00 in Title Block Line 1 Project Title: You can change this area Engineer: 6/6 using the "Settings menu item Project ID: and then using the "Printing & Project Descr: Title Block selection. Title Block Line 6 Printed: 5 NOV 2019, 3:38PM Cantilevered Retaining Wall DMJsersOiiis Le6Doamentsctths08 - menmonste,'tChds Work8tue Oak EineersDCI PaafrOO.e. Software awridd ENERCAI.C. INC. 1983-2019. Build:12.19.8.31 . I DESCRIPTION: 7'-0" HIGH CMU FENCE WALL (kEYED FOOTING) AGAINST SEISMIC LOAD Footin Dimensions & Strengths I I Footing Design Results I YT V T I'V V VT V V V Toe Width = 2.17 ft j Heel Width 2.83 3 Factored Pressure = 784 52 .Mu!Jioward 0 0 ft-lb Mu': Downward = 0 58 it Mu: Design 986 588 ft-lb Actual 1-Way Shear = 10.77 5.20 psi Allow 1-Way Shear = 75.00 75.00 psi Toe Reinforcing = #4 @ 18.00 in Heel Reinforcing = #4 @ 18.00 in Key Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Toe: Not req'd, Mu <S * Fr Heel: Not req'd, Mu < S * Fr Key: Not req'd, Mu < S * Fr Footing width increased to 5'-O°L Footing thickness reduced to 10" Provide 24" deep footing key Summary of Overturning & Resisting Forces & Moments I OVERTURNING RESISTING..... Force Distance Moment Force Distance Moment Item lbs it ft-lb lbs ft ft-lb Heel Active Pressure 40.0 0.44 17.8 Soil Over Heel 119.2 3.92 466.7 Surcharge over Heel = Sloped Soil Over Heel = Toe Active Pressure -26.7 0.44 -11.9 Surcharge Over Heel = Surcharge Over Toe Adjacent Footing Load Adjacent Footing Load Axial Dead Load on Stem = Added Lateral Load = * Axial Live Load on Stem Load © Stem Above Soil = 154.0 4.83 744.3 Soil Over Toe = 119.2 1.08 129.1 Surcharge Over Toe = Stem Weight(s) 630.0 2.50 1,575.0 Earth @ Stem Transitions = Total = 167.3 O.T.M. = 750.3 Fooling Weight 625.0 2.50 1,562.5 Resisting/Overturning Ratio = 5.11 Key Weight 250.0 0.42 104.2 Vertical Loads used for Soil Pressure: 1,743.3 lbs Vert. Component Total = 1,743.3 lbs R.M. = 3,837.5 * Axial live toad NOT included in total displayed or used for overturning resistance, but is Included for soil pressure calculation.