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Home My WebLink About1642 BRADY CIR; ; CBR2018-2044; PermitCity of Carlsbad Residential Permit Print Date: 08/09/2019 Job Address: 1642 Brady Cir Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Parcel No: 2054401900 Lot fi: Applied: Valuation: $82,652.10 Reference #: Issued: Occupancy Group: Construction Type: Permit Finaled: # Dwelling Units: 1 Bathrooms: Inspector: Bedrooms: Orig. Plan Check #: . Final Plan Check #: Inspection: Project Title: Description: GARROD: 430 SF ADDITION & CONVERT 210 SF OF GARAGE FOR A TOTAL ADU OF 640 SF Applicant: Owner: JUAN BARRIENTOS COOWNER GARROD PAUL T AND LAURA M 1640 Brady Cir CARLSBAD, CA 92008 760-755-3299 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES - outside CFD 5B1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL Permit No: CBR2018-2044 Closed - Finaled 08/15/2018 10/15/2018 AKrog 8/9/2019 12:24:47PM $552.19 $386.53 $43.00 $170.00 $52.00 $80.00 $2,892.82 $4.00 $10.74 Total Fees: $4,191.28 Total Payments To Date: $4,191.28 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 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 feesand 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 whichthe statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1760-602-2700 1 760-602-8560 f I www.carlsbadca.gov RESIDENTIAL Plan Check (City of BUILDING PERMIT __________ Est. Value Carlsbad.APPLICATION PC Deposit B1 Date Job Address '(.0 't2._1 '( - --- Suite: APN: CT/Project #: Lot #:) Fire Sprinklers: yes2r7 Air Conditioning: yes Llp BRIEF DESCRIPTION OF WORK: 17') C.L.-( I T J ) — j Addition/New New SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit? Yes / No New Fireplace? Yes / No, if yes how many? Remodel: '2!I 0 SF of affected area Is the area a conversion or change of use? Yes / No fl Pool/Spa: SF Additional Gas or Electrical Features? j 7-c E] Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No, Battery Yes / No C.c.. .9fj o Reroof: El Plumbing/Mechanical/Electrical Only: °Other: QJDflVJ* 230 POC & 2 DO. APPLICANT (PRIMARY) PROPERTY OWNER Name: ci (JlJ 117, Name: Address: 03 (t1-.ioo Z _'71 Address: I , -( 0 _j7,ô4X_ (Z . 0 City: Statet-Zip: gz.aD7City: StatetJh_Zip: zeoI Phone: -2,(-0 '-7d4 Phone: /-763. q. 'çj' Email: ie Email: %7. 0i(v'0e3 t4r.*i49L,_(.Eet - I —' DESIGN PROFESSIONAL Name: Address: City: State:Zip: Phone: Email: Architect State License: CONTRACTOR BUSINESS Name: Address: 7:t9 7rDsJ 5T T). City: State:#_Zip: lsts& Phone: e-7-7 00 Email: zj-' to ,&1,c.. +i'o.... State License: .. Bus. License: ç' 2_'i /52 (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 {$5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Build ingIcarlsbadca.gov R-1 Paqe 1 of 2 Rev. 06/18 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following 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. 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' compensati n insurance carrier and policy number are: Insurance Co a7 Name: t3v.CL.l.IA&4t 1C it1wa .-cP Policy No. .471'' C7 t V? 6 3 Expiration Date: / Y 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 ition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. I I A CONTRACTOR SIGNATURE: EGENT DATE:____________ (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am 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 I 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 / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the pelormance 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? 0 Yes 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? E3 Yes 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 AGAINSTALL 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'O' deep and demolition or construction of structures over 3 stones in height. EXPIRATION: Every permit issued by the Building Official un4QT 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 thetd4te 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 (SectirI 106.4.4 Uniform Building Code). DATE:__________ 1635 Faraday Ave Carlsbad, CA 92008 760-602-2719 Fax: 760-602-8558 Email: BuildingccarIsbadCa.gov B-I Page 2 of 2 Rev. 06/18 APPLICANT SIGNATURE: Permit Type: BLDG-Residential Application Date: 08/15/2018 Owner: COOWNER GARROD PAUL T AND LAURA Work Class: Second Dwelling Unit Issue Date: 10/15/2018 Subdivision: CARLSBAD TCT#98-12 MAGNOLIA GARDENS Status: Closed - Finaled Expiration Date: 01/21/2020 Address: 1642 Brady Cir Carlsbad, CA 92008-2574 IVR Number: 13243 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary inspector Reinspection Complete Checklist Item COMMENTS Passed BLDG-17 Interior Lath-Drywall Yes BLDG-18 Exterior Lath and Yes Drywall 0712412019 07124/2019 BLDG-Final 098495.2019 Failed Michael Collins Reinspection Complete Inspection 0810912019 08109/2019 BLDG-Fin Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Notice No BLDG-Plumbing Final No - BLDG-Mechanical Final• No BLDG-Structural Final No BLDG-Electrical Final No 100384.2019 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Notice Yes 'BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final ' Yes 13 Page 3of3 August 09, 2019 Permit Type: BLDG-Residential Application Date: 08/15/2018 Owner: COOWNER GARROD PAUL T AND LAURA Work Class: Second Dwelling Unit Issue Date: 10/15/2018 Subdivision: CARLSBAD TCT#98-12 MAGNOLIA GARDENS Status: Closed - Finaled Expiration Date: 01/21/2020 Address: 1642 Brady Cir Carlsbad, CA 92008-2574 lVR Number: 13243 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete 0310612019 03105/2019 BL6G-33 Service 085284-2019 Failed Andy Krogh Reinspection Complete Change/upgrade Checklist item COMMENTS Passed BLDG-Building Deficiency No SDG&E No 03107/2019 0310712019 BLDG-33 Service 085553-2019 Passed Andy Krogh Complete Change/upgrade 03/14/2019 03/14/2019 BLDG-Il 086155-2019 Passed Andy Krogh Complete Foundation!Ftg/Pier s (Reber) 04/22/2019 04/22/2019 BLDG-IS 089591-2019 Passed Chris Renfro Complete RooflReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/30/2019 05/30/2019 BLDG-13 Shear 093361.2019 Passed Andy Krogh Complete Panels/HD (Ok to wrap) BLDG-84 Rough 093180.2019 Failed Andy Krogh Reinspection Complete Combo(14,24,34,44) Checklist item COMMENTS Passed BLDG-Building Deficiency Requires exterior wrapped, corrections left No on card BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 06/10/2019 06/10/2019 BLDG-84 Rough 094311.2019 Passed Andy.Krogh Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 'es Rough-Ducts-Dampers 06/14/2019 06/14/2019 BLDG-82 Drywall, 094789-2019 Passed Andy Krogh Complete Exterior Lath, Gas Test, Hot Mop August 09, 2019 Page 2of34 Permit Type: BLDG-Residential Application Date: 08/15/2018 Owner: COOWNER GARROD PAUL T AND LAURA Work Class: Second Dwelling Unit Issue Date: 10/1/2018 Subdivision: CARLSBAD TCT#98-12 MAGNOLIA GARDENS Status: Closed - Finaled Expiration Date: 01/21/2020 Address: 1642 Brady Cir Carlsbad, CA 92008-2574 IVR Number: 13243 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 1212712018 12/2712018 BLDG-SW-Pre-Con 079904-2018 Passed Andy Krogh Complete Checklist Item COMMENTS Passed • BLDG-Building Deficiency Meeting with contractor and homeowner for Yes addition and utilities relocation 01110/2019 01/10/2019 BLDG-81 081099.2019 Passed Andy Krogh Complete Underground C6mbo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-11 Foundation-Ftg-Piers Partial first pour of two walls as noted in Yes (Reber) engineering report BLDG-21 . . Yes Underground-Underfloor ) Plumbing BLDG-31 . Yes Underground-Conduit Wring BLDG-84 Rough 080916.2019 Failed Andy Krogh Reinspection Complete Combo(14,24,34,44) . . . Checklist item, COMMENTS Passed BLDG-Building Deficiency . Wrong code No BLDG-14 No. Frame-Steel-Bolting-Welding (Decks) . BLDG-24 Rough-Topout . No BLDG-34 Rough Electrical . No BLDG-44 No Rough-Ducts-Dampers 01/31/2019 01/31/2019 BLDG-lI 082696-2019 Failed Andy Krogh . Reinspection Complete Foundation/Ftg!Pier . S (Reber) . • Checklist Item COMMENTS . . Passed BLDG-Building Deficiency Incomplete I, No BLDG-23 . 082697-2019 Failed Andy Krogh • Reinspection Complete Gas/Test/Repairs Checklist Item COMMENTS . Passed BLDG-Building Deficiency Not holding pressure No 02/01/2019 02/01/2019 BLDG-23 • 082864-2019 Passed Andy Krogh Complete Gas/Test/Repairs . 02/13/2019 02/13/2019 BLDG-33 Service •083457-2019 Cancelled Andy Krogh Reinspection Complete Change/Upgrade . . Checklist Item COMMENTS. Passed BLDG-Building Deficiency . • No August 09, 2019 . . Page lof3 V EsGil A SAFEbuittCompany DATE: 9/20/2018 0 ,APPLICANT ,JURIS. JURISDICTION: CARLSBAD PLAN CHECK #.: CBR2018-2044 SET: II PROJECT ADDRESS: 1642 BRADY CIRCLE PROJECT NAME: SFD NEW UNIT ADDITION FOR GARROD 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. fl The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. E The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI 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: JugD.Parrientos Telephone #: 760-755-3299 Date contacted: frJ9 ) Email: onebarrientos@hotmail.com Mail Telephone Fax 'f'n Person Do REMARKS: Please have the staffs show the soils stp or 1the plans. Also, please have the designer sign each sheet of the plans and the engineerpf'iork sign & stamp the structjdral plans. By: Bert Domingo Enclosures: EsGil 9/13/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 V EsGil A SAFEWIV Company DATE: 8/29/2018 JURISDICTION: CARLSBAD PLAN CHECK #.: CBR2018-2044 PROJECT ADDRESS: 1642 BRADY CIRCLE SET: I O APPLICANT L3 JURIS. RECE WED SEP 12 2018 PROJECT NAME: SFD NEW UNIT ADDITION FOR GARROD aTYOF CARLSBAD BULDNG DIVISION The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI 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. F-1 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 Es Gil 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: Juan Barrientos Telephone #: 760-755-3299 Date contacted: (by: ) Email: onebarrientos@hotmail.com Mail Telephone Fax In Person I REMARKS: By: Bert Domingo Enclosures: EsGil 8/20/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBR20 18-2044 8/29/2018 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: CBR2018-2044 JURISDICTION: CARLSBAD PROJECT ADDRESS: 1642 BRADY CIRCLE FLOOR AREA: STORIES: HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 8/29/2018 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/20/2018 PLAN REVIEWER: Bert Domingo This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UD the recheck process. please note on this list (or a cov) where each correction item has been addressed. i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD CBR2018-2044 8/29/2018 PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). FIRE PROTECTION 4. Please indicate on the plans whether the existing residence has a fire sprinkler system installed. If so, then provide a note stating that any additions/alterations will be provided with an automatic residential fire sprinkler system. Section R313.2. SEE NOTE ADDED TO SHEET TIOI GENERAL RESIDENTIAL REQUIREMENTS 5. Glazing in the following locations should be shown on the plans as safety glazing material in accordance with Section R308.4: a) Glazing in doors. SEE REVISED SHEET A202 FOR TEMPERED GLAZING NOTED ADDED ROOFSIDECKSIBALCONIES 6. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/16" minimum to %" maximum openings. Section R806. I. SEE REVISED SHEET A202 FOR NOTED ADDED CARLSBAD CBR20 18-2044 8/29/2018 GARAGE AND CARPORTS The garage shall be separated from the residence and its attic area by not less than W gypsum board applied to the garage side (at walls). Garages beneath habitable rooms shall be separated by not less than 5/8" Type X gypsum board. Section R302.6. SEE REVISED SHEET A202 CALLOUT C2 & A303 FOR CALLOUT F2 Show a self-closing, self-latching door, either 1-3/8" solid core or a listed 20 - minute assembly, for openings between garage and dwelling. Section R302.5.1. SEE REVISED SHEET A202 NOTED ADDED TO DOOR SCHEDULE STRUCTURAL Please show the size of the hips and valleys beams on the roof framing plan. Please submit calculations for the same beams. SEE REVISED STRUCTURAL SHEETS Please show how the beams mentioned above would be supported, Please show details. SEE REVISED STRUCTURAL SHEETS PLUMBING Show water heater size (1st hour rating), type, and location on plans. Note: For both new dwellings and additions the Energy Standards (150.0(n)) requires a gas input rating of 200,000 Btu for both tank and instantaneous gas water heaters. (Also) Provide a gas piping design for the gas system. SEE REVISED SHEET E102 & E102 NOTES ADDED An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). SEE REVISED SHEET E102 & E102 NOTES ADDED Provide a note on the plans: The control valves in showers, tub/showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves. CPC Sections 408, 409,410. SEE REVISED SHEET E102 NOTES ADDED Specify on the plans: Water conserving fixtures: New water closets shall use no more than 1.28 gallons of water per flush, kitchen faucets may not exceed 1.8 GPM, lavatories are limited to 1.2 GPM, and showerheads may not exceed 1.8 GPM of flow. CPC Sections 407, 408, 411, 412. SEE REVISED SHEET E102 NOTES ADDED CARLSBAD CBR20 18-2044 8/29/2018 Specify on the plans whether the existing house was built before or after 1994. For additions or improvements to a residence built before 1994, note on the plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flow capacity of more than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407. SEE REVISED SHEET TI 01 NOTES ADDED RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additionslalterations that increase the building's conditioned area, volume or size. CGC Section 301.1.1. Provide a sheet on the plans labeled "Green Building Code Requirements" and include the following notes as applicable. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. SEE REVISED SHEET T1 01 NOTES ADDED ENERGY CONSERVATION Include on the Title Sheet of the plans the following statement: "Compliance with the documentation requirements of the 2016 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CFI R, CF2R, and CF3R forms shall be made available at necessary intervals for Building Inspector review. Final completed forms will be available for the building owner." Instantaneous water heaters shall have isolation valves on both the cold and the hot water piping leaving the water heater complete with hose bibs or other fittings on each valve for flushing the water heater when the valves are closed. ES 110.3 All domestic hot water piping to have the following minimum insulation installed: 1,4" pipe (1/2" insulation); W pipe (1" insulation); 1" to I -W pipe (14'2" insulation). CPC 609.11 & ES 150.00) a) Additionally, the 1/2" hot water pipe to the kitchen sink, and the cold water pipe within 5' of the water heater both require 1" minimum insulation. ES 150.00) SEE REVISED SHEET T1 01 NOTES ADDED MISCELLANEOUS Please show the recommended insulation for the walls on the sections. SEE REVISED SHEET A303 NOTES ADDED CARLSBAD CBR20 18-2044 8/2912018 21. May remove the CM/SD shown in the garage. May trigger noise every time you start the engine SEE REVISED SHEET EIOI FOR OMITTED CM/SD To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 No L3 The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at EsGil. Thank you. Mid-City ARCHITECTURAL ENGINEERING INC. RECEIVED SEP 122018 STRUCTURAL CALCULATIONS CITY OF CARLSBA BUILDING DVLsrON1 DATE: 7/31/18 Co1 q ( t o PROJECT: GARROD ADDITION 1640 BRADY CIRCLE CARLSBAD, CA 92008 DESIGNER: JUAN BARRIENTOS (760) 755-3299 ONEBARRIENTOS@HOTMAIL.COM JOB NO: 18-017 NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE Digitally signed by Christopher J. Turner CHRIS@MIDCITYENG.COM C 5Rao,8 556 Mid-City ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 J084S: SHEET#: CALCULATED BY: DATE: SCALE: TABLE OF CONTENTS TOPIC SHEET .DESIGN CRITERIA LOAD TAKE-OFF -3 VERTICAL-LOAD ANALYSIS &DESIGN 47 LATERAL- LOADANALYSIS&DESIGN FOUNDATION AND/OR RETAINING WALL DESIGN Is OTHER: Mid-City ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITVENG.COM (619) 7845556 JOB#: SHEET#: 1.- CALCULATED BY: - DATE: SCALE! DESIGN CRITERIA GOVERNING CODE: 2016 C.B.C. / 2015 I5.C. SAWN LUMBER DOUGLAS FIR LARCH. ALLOWABLE STRESSES PEP, 2015 N.D.S. I-JOISTS: BOISE-CASCADE BCI SERIES (ESR# 1336) ENGINEERED LUMBER: BOISE-CASCADE VERSA-LAM (ESR# 1040) GLULAMS: DOUGLAS FIR LARCH 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-V8 FOR CANTILEVER CONDITIONS CONCRETE: ACI318-14 fc = 2500 PSI, NO SPECIAL INSPECTION REQUIRED (U.N.b.) MASONRY: TMS4O2-13/ACI 530-13 MEDIUM WEIGHT, ASTM C90, Pm =1500 PSI SPECIAL INSPECTION REQUIRED MORTAR ASTM C270, fc =1800 PSI, 1'r'PE S GROUT: ASTM C476, fc = 2000 PSI REINFORCING STEEL: ASTM A615. Fy = 40 KSI FOR #4 AND SMALLER ASTM A61 5, Fy = 60 K51 FOR #5 AND LARGER STRUCTURAL STEEL: AISC 360-10 ASTM A572, Fy =501(51 (STEEL SHAPES) (U.N.0.) ASTM ASOO, GRADE B, Fy =461(51 (STRUCTURAL TUBE) ASTM A53, GRADES, Fy =351(91 (STRUCTURAL PIPE) ASTM A36. Fy =361(51 (PLATES) BOLTING: A307. SINGLE PLATE SHEAR CONNECTION A325-N, A490-N HIGH STRENGTH, SINGLE PLATE SHEAR CONNECTION WELDING: E70XX SERIES-TYPICAL, E90 SERIES FOR A615 GRADE 60 REBAR SHOP WELDING TO BE DONE IN AN APPROVED FABRiCATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION SOIL: EXISTING NATURAL SOIL PER I.B.C. TABLE 1806.2 ALLOWABLE BEARING PRESSURE: .1.5 PSF ACTIVE SOIL PRESSURE: PCF ACTIVE SOIL PRESSURE (RESTRAINED): ...............PCF PASSIVE SOIL PRESSURE: PCF SOIL DENSITY: PCF COEFFICIENT OF FRICTION: SOILS REPORT BY: PROJECT NO: DATED: SOIL CLASSIFICATIONS ............................................................. .0 PSF 9 2.0 3.5 2.5 2.0 .0 PSF .O PSF .0 PSF .0 PSF .0 2.0 3.5 2.5 2.0 0 PSF .0 PSF .0 PSF M i d - C i t y ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 JOB$: 1-017 SHEET#: 3 CALCULATED BY: DATE: SCALE: LOAD TAKE-OFF TYPICAL ROOF LOAD OTHER ( ............ . ..... ) DEAD LOAD: ROOFING MATERIAL (.P$C ): 10.0 PSF o PSF SHEATHING: 1.5 .0 FRAMING: 3.5 2.0 INSULATION: 1.5 3.5 DRYWALL: 2.5 2.5 OTHER I MISC: 1.0 2.0 P LOAD..Zo....PSF ....0 PSF LIVE LOAD (PER C.B.C. TASLE 1607.1): 1.0 .0 PSF .0 PSF TOTAL ROOF 40.0 PSF ...0 FSF OTHER(.................) OTHER(.................) TYPICAL FLOOR LOAD DEAD LOAD: FLOORING MATERIAL (...... ............ . ................... ): 4.0 PSF LIGHTWEIGHT CONCRETE .0 SHEATHING: 2.0 FRAMING: 35 DRYWALL: 2.5 OTHER/MISC: 2.0 TOTAL DEA.P 0 .PSF LIVE LOAD (PER C.D.C. TASLE 1607.1): 40.0 PSF TOTAL FLOOR L, AD:. TYPICAL EXTERIOR WALL LOAD OTHER(.................) EXTERIOR FINISH (. ..... .''J'-............... ): 10.0 PSF .0 PSF FRAMING: 1.0 1.0 INSULATION: 1.5 1.5 DRYWALL: 2.5 2.5 OTHER / MISC: 1.0 1.0 TOTAL OEAP LOAD..:o...PSF ...0 TYPICAL INTERIOR WALL LOAD FRAMING: 1.0 PSF DRYWALL: 5.0 OTHER! MISC: 1.0 TOTAL DEAD LOAD: 7.0 PSF CALLOUT:..i,.3 ... SPAN:••4.LFT. UNIFORM LOAD ONLY? [91 wi = .............................................................. =. .... j.b PIE W2= ..............................................................................................=......................PLF W3 = = PLF P1= = LOS P2= = LOS = LBS RI= ' = LBS Rr= LBS Vmax= = LOS Mmax == FT-LDS . .,4.5.&.. Ireq= ..................................... ............. ......=....... 5. ....... ..IN4 lK, eRr 41 OR/.= IN. M i d - C i t y ARCHITECTURAl. ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 JOB f: SHEET#: .14. CALCULATED BY: DATE: SCALE: VERTICAL-LOAD ANALYSIS & DESIGN LEVEL: 00 MEMBER TYPE: CALLOUT:fl ....1 SPAN: .to FT. UNIFORM LOAD ONLY?IJ wi = ..L )Lic....)............................................................. =....PLF W2= ............................................................................= .................PLF I W3= P1= (a-z.)=......00 LBS = PLF V3 1 P2 = = LOS P3= = LOS $ RI= I.8.c?.t...I.!..o................................................................=.Z2th.°....LBS J.Z 1Z..9............................................................=3.....Rr Ii IRr LBS Vmax 0 LOS Mmax = Ireq== INA4 ORt=IILIN. USE: 4cVi.. -Z- OR CALLOUT:..PP .6 ....... FT. UNIFORM LOAD ONLY? wi= ........................................................ =...3 ..0PLF W2= ....................................................... . ....... =...................... PLF W3= P1= = = PLF LOS P2= = LOS P3= = LOS ............................................................=..1.13 O....LBS ........ ....LP ........ . ................................................ ...=...t.1,.3.P....LBS Vmx= .LOS Mmax = FT-LBS Iraq= =........ . ........ IN"4 USE: 4z, OR 1I Rh IpIr c55 ORL1=,(P't IN. USE: 4x'4 *11 OR M i d - C i t y ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 LEVEL: 1 00 F................ MEMBERTYPE: CALLOUT:4 ..SPAN: .5FT. UNIFORM LOAD ONLY? wi = ..(4 ) ...)..................................................................= PLF W2= ....................................................= ......................PLF W3= = PLF P1= = LBS P2= = LOS P3 = = LOS RI= = LBS Kr = = L155 Vmax= .....0 LBS Mmax = ....................................................................................................= . 3P.&... FT-LBS Ireq== IN -4 USE: 4 x 4 o- Z, OR CALLOUT: .1..LSPAN:..11.5..FT. UNIFORM LOAD ONLY2D wi = .... )...................................................................= ....4Q.O....PLF W2= ......................................................................................= ......................PLF W3= = PLF P1= = LBS P2= = LBS P3= = LBS qbb LOS = •••q.i.o...................................................................=. ..... LBS Vmax == LBS . Mmax = ....................................................................................................= FTLBS .4.&...Q. Ireq== .....................IN '4 USE: 4x\O -.l OR CALLOUT: .3..SPAN: FT. UNIFORM LOAD ONLY?D wi = ...................................................................................= ......................PLF W2= ..............................................................................................= ......................PLF w3= P1= ()s.7. = = 3OO PLF LBS P2= = LOS P3 = = LOS pi ..= QOO LOS LOS Vmax= .LBS Mmax= lreq= ...........= .....................IN4 USE: I t 'I 4 \J 44 't-1 OR B.........- SHEET#: 5 CALCULATED BY: DATE: SCALE: L IRr .4. •1 ORL,= IN. im i IRr .1 .1 OR = IN. L tRr .4.- OR =.1_036. IN. IN. Mid -City ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 LEVEL: MEMBER IYPE: CALLOUT:kSPAN: FT. UNIFORM LOAD ONLY?[] W1= ........................= .....................PLF W2= .. ...................... ......................PLF W3= = PLF P1= =OO LBS P2= = LOS P3= = LOS LBS Rr= .=..LP....LBS Vmax= =fliOO LOS tlmax= : =..tt...q. FT-LBS Ireq==........-.......... IN A4 USE: 4x, 4-Z- OR CALLOUT: SPAN: FT. UNIFORM LOAD ONLY?[--] W1= ........................................................................=PLF W2= ..................................................................... =......................PLF W3= .....................................................................=PLF P1= = L155 P2= = LOS P3= LOS RI= = LOS Rr= = LOS Vmax= = LOS Mmax = Ire= .IN'4 USE: OR CALLOUT: SPAN: FT. UNIFORM LOAD ONLY2D W1= .................................................................= ...........PLF W2= .......................................................................................= ......................PLF W3= .........................................................................=PLF P1= = LBS P2= = LOS P3= = LOS RI = . . = LBS Rr= = LOS Vmax= = LOS Mmax = Ireq=INA4 JO8#: (-0(7 SHEET #: CALCULATED BY: DATE: SCALE: I L IRr IStS IN. L IpIr IN. USE: OR M i d C i t y ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCIIVENG.COM (619) 784-5556 JOB #: lj-o11 SHEET... CALOJIATEDRY: DATE: SCALE: SEISMIC DIAPHRAGM DEAD LOADS ROOF DIAPHRAGM: ROOF (SLOPED): ROOF (FLAT): ROOF (PECK): EXTERIOR WALLS: INTERIOR WALLS: DEAD LOAD (PSF) I AREA (50. FT.) LENGTH (FT.) I PLATE HI. (FT.) WEIGHT (05.) 20 3,&97 - - 77.940 0 0 - - 0 O 0 - -, 0 16 - 325 10 26.240 7 - 200 10 7.000 TOTAL ROOF DIAPHRAGM AREA = M97 SQ, FT. TOTAL ROOF DIAPHRAGM WEIGHT = 1111W EQUIVALENT LATERAL FORCE PROCEDURE INPUT DATA: ZIP COPE = 92008 IMPORTANCE FACTOR = 1.0 SITE CLASS = P Ct= 0.02 65 (OR LATITUDE & LONGITUDE FOR ACCURACY) SEISMIC DESIGN CRITERIA: (FROM 5EIMICFAcTOR.COM) = 1125 Sms = 0.01 5; = 0.433 5, = 0.007 Fa = 1.049 Sfro = 0.789 = 1567 = 0.42 VERTICAL OIS1RIUTiON OF FORCES: MSE SHEAR, V = 0.121 W (LRFD = 13.49 KIPS (LRFP) SEISMIC DIAPHRAGM LOAD ROOF DIAPHRAGM: STORY LOAD (LRFD) = 135 KIPS STORY LOAD (ASP) = 9.4 KIPS ROOF DIAPHRAGM SHEAR LOAD = 2 fE M i d C y ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 JOB #: I ,-o7 SHEET 0: CALCULATED BY: DATE: SCALE: WIND ANALYSIS (ASCE 7-10) INPUT DATA: EXPOSURE CATEGORY =13 IMPORTANCE FACTOR, I = 1.00 BASIC WINE) SPEED, V = 110 MPH TOPOGRAPHIC FACTOR. = 1.00 BUILDING HEIGHT TO EAVE. hG = 10 FT. BUILDING HEIGHT 10 RIDGE, h. = 20 FT. BUILDING LENGTH, I = 103 FT. BUILDING WIDTH. W = 56 Fl. EFFECTIVE AREA OF COMPONENTS. A 0 SOFT. ANALYSIS: VELOCITY PRESSURE, = 0.00256 KhK,rKoV9 1& f.E WHERE: cj = VELOCITY PRESSURE, ,. AT MEAN ROOF HEIGHT, Ii VELOCITY PRESSURE EXPOSURE COEFFICIENT EVALUATED AT HEIGHT. h = 0.70 r WIND DIRECTIONALITY FACTOR =0.85 = MEAN ROOF HEIGHT = 15 FT. QEIGN PRESSURES FOR MAIN WIND-FORCE RESISTING SYSTEM: PRESSURE (IN APPROPRIATE ZONE), p = (GCXGc)) WHERE: G'C 1 = PRODUCT OF GUST EFFECT FACTOR AND EXTERNAL PRESSURE COEFFICIENT =0.113 PRODUCT OF GUST EFFECT FACTOR AND INTERNAL PRESSURE COEFFICIENT = -0.18 a = WIDTH OF EDGE STRIPS = 5.60 FT. NET PRESSURES. BASIC LOAD CASES, (PSF) ROOF ANGLE = I 19.65 ROOF ANGLE = I 0.00 SURFACE NET PRESSURE W/ NET PRESSURE WI G cf *GC G 1 0.52 629 1 12.93 1 -0.45 : -11.61 -495 2 1 -0.69 -15.03 s. -9.40 -0.69 -16.03. -9.40 5 -0.47 -12.03 -5.39 -0.37 -10.14 -3.50 4 -0.42 -11.07 -4.44 -11.61 -4.98. 5 0.40 4.05 10.69 -------- - ---- 1E ' 0.79 11.19 .]7.3 -0.48 -12.16 -5.53 1 2E -1.07 1, -23.04 1 -16.40 -1.070 23.04 -16.40 SE -0.68 -15.84 -9.20 -05.3 -13.09 -6.45 4E -0.63 -14.86 -8.22 1 -0.48 -12.16 -5.53 SE 1 0.610 ' 795 1 1456 -0.430 1 -1124 • -4.61 Transverse Direction mid -citg ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITVENG.COM (619) 784-5556 JOB #: l%- otl SHEET#: CALCULATED BY: DATE: SCALE: WIND ANALYSIS (CONTINUED) BASIC LOADCASES IN TRANS. DIRECTION SURFACE AREA (SOFT.) PRESSURE (k) WITH sG -Gc 1 2 3 4 1E 2E SE 4E 915 5.78 11.87 2729 -43.77 -25.66 2729 -32.83 -14.72 91S -1016 -4.07 112 1.25 2.00 333 -767 -5.46 335 -5.27 -3.06 112 466 -0.92 SUM HORIi 14.37 14.37 VERI. -&4.33 -46.06 ASCE MIN. I-IORIZ. 32.96 32.96 VERT. -9229 -92.29 A5IC LOAD CASES IN LONG. DIRECTION SURFACE AREA PRESSURE () WITH (SOFT.) +GC -GC, 2 2729 -43.77 -25.66 3 2729 -27.67 -956 5 77,5 3.16 &32 6 776 -6.74 -1.5 2E 335 -7.67 -5.4 3E 335 -4.36 215 SE 62 0.49 0.90 6E SUM HORIL 11.0& 11.08 VER1. -7b.60 -40.33 ASCE J-IORii 13.44 13.44 MIN. VERI. 1 -9229 1 -9229 Longitudinal Direction Basic Load Cases DESIGN SUMMARY: MAX HORIZONTAL FORCE NORMAL TO 6UILPING FACE ALONG LENGTH (SD). I = 32.96 II MAX HORIZONTAL FORCE NORMAL TO 5UILDING FACE ALONG WIDTH (SO). W = j KIM MAX TOTAL UPWARD FORCE = 92.29 iie Mid-Ci t g ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCI1YENG.COM (619) 784-5556 109 #: OI.7 SHEET#: 9 CALCIJLATIDBY: DATE: SCALE: WIND LOAD DISTRIBUTION DIAPHRAGM 0I5TRIUTI0N: N-S WINO VALUES (PROJECTION 11): E-W WINO VALUES (PROJEcTION #1): GRIOUNES: X - X TOTAL WINO LOAD = 13.44 KIPS ROOF HEIGHT = 10.0 FT. PLATE HEIGHT = 10.0 FT. TRIU1ARY WIDTH = 56.0 Fl. APJ. WINO LOAD (ASP) = 605 KIPS UNIFORM WINO LOAD Al ROOF PLATE = 10 ELE GRIPLINES: X - X TOTAL WINO LOAD 52.96 KIPS ROOF HEIGHT = 10.0 FT. PLATE HEIGHT = 10.0 FT. TRI6UTARY WIDTH = 103.0 Fl. ADJ. WIND LOAD (ASP) = 14.& KIPS UNIFORM WINO LOAD AT ROOF PLATE = 14A fLE N-S WINO VALUES (PROJECTION #2): GRIDLINES: - GRIPLINES: TOTAL WINO LOAD = KIPS TOTAL WIND LOAD = KIPS ROOF HEIGHT = FT. ROOF HEIGHT = FT. PLATE HEIGHT FT. PLATE HEIGHT = FT. TRIBUTARY WIDTH = FT. lRIUTARY WIDTH = FT. ADJ. WINO LOAD (ASP) = KIPS ADJ. WINO LOAD (ASP) = KIPS UNIFORM WIND LOAD AT ROOF PLATE = fLE UNIFORM WIND LOAD AT ROOF PLATE = N-S WIND VALUES (PROJECTION #3): E-W WINE) VALUES (PROJECTION #3): GRIOLINES: - GRIDLINES: - TOTAL WINO LOAD = KIPS TOTAL WINO LOAD KIPS ROOF HEIGHT = FT. ROOF HEIGHT = Fr. PLATE HEIGHT = FT. PLATE HEIGHT = FT. TRIUTARY WIDTH =. FT. TRIUTARYWIPTH = FT. ADJ. WIND LOAD (ASP) = KIPS ADJ. WINO LOAD (ASP) KIPS UNIFORM WIND LOAD AT ROOF PLATE = ftE UNIFORM WIND LOAD AT ROOF PLATE = "ADJUSTED WIND LOAD" IS THE RATIO OF THE "TOTAL WINO LOAD" MULTIPLIED Dy THE 'TOTAL HEIGHT OF THE STRUCTURE' DIVIDED DY THE 'TOTAL HEIGHT OF THE STRUCTURE LESS HALF THE HEIGHT OF THE 151 FLOOR" LE fLE M id -C i ty ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCI1YENG.COM (619) 784-5556 CALCUlATDBY: SCAII: DATE:.......................................................... SHEARWALL DESIGN ROOF N-5: Gg[PUNE. LI (E1SM1C) RHO = 1.0 Vc= Zf TRIBUTARY AREA 1 = 639 SOFT. TRIBUTARY AREA 2= SOFT. ION) = (v)(r.A. /2) = ZM L13-5 ADDITIONAL LOAD 1 = LBS x 0 LS ADDITIONAL LOAD 2= LBSx 0 LBS (RHO)(SUM LOADS) = 2Z k S.W. LENGTHS (FT.) = 8.00 S.W. SUM = k= EL INCREASE LOAD FOR WALL > 2:1 RATIO? NO (TOTAL. LOAP)/ (S.W. SUM) = 91fE STRONG WAIL I HARPYFRAME? NO I 0EKtQI WALL LENGTH (FT.) 8.00 hEA WAL) (L) = 714 PLATE HEIGHT (FT.) = 10.0 TRIBUTARY DL (PLF) = 160 POINT DEAD LOAD (LOS) = POINT DL ARM (FT.) 01' MOMENT (FT-LBS) = 7.744 RESIS1'G MOMENT (FT-LBS) 2.507 UPLIFT (LOS) 655 UPLIFT FROM ABV (LOS) TOTAL UUFT (11*) = N/A GgKaLINE; Ii MINI?) WINO PROJECTION /: 1 TRIBUTARY LENGTH: .33 FT. ADDITIONAL LOAD 1= LBS x ADDITIONAL LOAD 2= LBS S.W. LENGTHS (FT.) = 6.00 V= JQLE LOAD = (Vx)(TA / 2) = 1.72 k = OLBS = 0 LOS TOTAL LOAD = 122 L REDUCED LOAD (SEC. 2306.3) = 127J LB I I S.W. SLIM = .QQ EL (TOTAL LOAD)! (SW. SUM) = 3.59 ELE STRONG V/ALL / HAROYFgAME? NO UUY.E 1 StW_PER.5KE&RWALL_5 MUM OV ER tIJK WALL LENGTH (FT.) 8.00 5L1EAK LUAU (Lbs) =1270 PLATE HEIGHT (FT.) = 10 TRIBUTARY DL (PLF) = 160 POINT PEAL) LOAD (LOS) = 0 POINT Pt. ARM (FT.) = 0.00 01 MOMENT (FT-LOS) = 12.729 RESISIG MOMENT (r1'-LDS) = 3,072 UPLIFT (155) = 1,207 UPLIFT FROM A5V (155) = I ______ ______ TOJ AL uruti (Lbs) = 1.207 HOQWNXPSEP M i - :iii i ~g ci SHE a 0 ARCHITECTURAL ENGINEERING INC. CALCULATED BY: CHRIS@MIDCIlYENG.COM (619) 784-5556 SCALE: SHEARWALL DESIGN ROOF N-5: IPijN; LA LiMtc) RHO= 1.0 Vx = 2.2 TRIBUTARY AREA 1= 639 .SQFT. TRIBUTARY AREA 2= SQFT LOAD = (yx)(T.A. /2) = ZZ. t. Aprriot LOAD I = LDS x 0 LBS ADDITIONAL LOAD 2 lBS x = 0 LBS (RHO)(5UM LOADS) = WI k 5.W. LENGTHS (FT.= .6.92 6.92 S.W.SUM= I3. Et INCREASE LOAD FOR WALL > 2:1 RATIO NO (TOTAL LOAD) / (5.W. SUM) = 5 STRONG WALL / HARPYFRAME? NO iLTX1E I £WHgwALLUIE4Mi!!t4VM) WALL LENGTH (FT.) = 6.92 6.92 5I-AK WA') (WS) i b7 PLATE HEIGHT (FT.) = lO/L) 10.0 TRIBUTARY DL (PIF) = 160 160 POINT DEAD LOAD (LBS) = POINT Pt. ARM (FT.) = Or MOMEI (FT-135) = 3,872 3,872 RESIST'G MOMENT (FT-05) = 1.875 1,875 UPLIFT (LBS) = 288 208 UPLIFT FROM ASV (165) = I _____ 101 AL UrLIFT (Lb5) = NIA I NIA &Il.INg: L (WIND) = 10 LE WIND PROJECTION #: 1 TRIBUTARY LENGTH: 35 FT. LOAD = (V))(T.A. /2) = 12.82 L ADDITIONAl. LOAD 1= 1139 c = 0 LDS, ADDITIONAL LOAD 2= 169 ,c = 0 1135 TOTAL LOAD = .12.82 L REDUCED LOAD (SEC. 2306.3) = L21 L5 5.W. LENGTHS (FT.)= 6.92 6.92 5.W. SUM = 18.4E.L (TOTAL LOAD) / (5.W. SUM) = 2 fLE STRONG WALL I HARDY FRAME? NO USE iYfE 1 SA.F-EjZ5HE69Wft 7.VEIT.Uit,1IL; WALL LENGTH (FT.) = 6.92 6.92 )*.AR LOAf) 4L05) = 6i6 PLATE HEIGHT (FE)= 10 10 TRIBUTARY DL (PLF) = 160 160 POINT DEAD LOAD (165) = 0 0 POINT DL ARM (FT.) = 0.00 0.00 01 MOMENT (FT-LDS) = 6.364 6.364 RE5I5T MOMENT (FT-165) = 2,299 2,299 UPLIFI (1135) = 508 588 UPLIFT FROM ABV (LBS) = 1 1 101AL WLIEI (LS) = U/A N/A M id -C i ty ARCHITECTURAL ENGINEERING INC. CALCULATED BY: CHRIS@MIDCITYENG.COM (619) 784-5556 SCALE: SHEARWALL DESIGN ROOF E-W: JiUN 13. (05i1C) RHO = 1.0 TRIBUTARY AREA 1= 1,50 SQFT. TRIBUTARY AREA 2 = SOFT. ADDITIONAL LOAD 1 LBS x = 0 LOS ADDITIONAL LOAD 2= LOS ' = 0 LS S.W. LENGTHS (FT.) = 1150 1 . 1750 INCREASE LOAD FOR WALL> 2:1 RATIO? NO STRONG WALL / HARPYFRAME? NO .1tSEJXEE I ARWAkLPULL(MINiMUJ1) E&TiJiIL Vx= 2.42HESf LOAD = (Vx)(LA. F 2) = :I.6. L (RHO)(SUM LOADS) IQ6 I. S.W. SUM = 29QQ EL (TOTAL LOAD) I (S.W. SUM) = 5. .ELL WALL LENGTh (FT.) = 1150 1750 5M.A LOAD L) = t49 9b•/ PLATE HEIGHT (FT.)= 10.0 10.0 TRIBUTARY DL (PLF) = 70 10 POINT DEAD LOAD (LOS) = POINT DL ARM (FT.) = 01 MOMENT (FT-1.55) = 6,488 9,872 RESISVG MOMENT (FT-LBS) = 2,266 5.247 UPLIFT(LOS) = 361 264 UPLIFT FROM AN (155) = TOTAL urui (L)= N/A N/A 1QLINE: T6 M-100 V= 14fLE WIND PROJECTION TRIBUTARY LENGTH: 53 FT. LOAD = V,c)(T.A. /2) = 316 LS ADDITIONAL LOAD 1 = 155 x = 0 135 ADDITIONAL LOAD 2= LOS x = 0 LBS TOTAL LOAD = 3.01ro 1.55 REDUCED LOAD (SEC. 2306.3) = 2.726 155 5.W. LENGTHS (FT.) 11.50 17.50 S.W. SUM = 29.QQ El. (TOTAL LOAD) / (5.W. SUM) = 94 ELE STgOUGWALL I HARDYFRAIYIE? NO USE 3Y1 1 HEAWLLPUkMINiMUM) QTA)iN WALL LENGTH (FT.) = 11.50 17.50 ,bHtAK WALl (LI*) = Wi lro4to PLATE HEIGHT (FT.) = 10 10 TRIBUTARY DL (PLF) = 70 70 POINT DEAD LOAD (155) 0 0 POINT DL ARM (FT.) = 0.00 0.00 Or MOMENT (FT-1.55) = 10,809 16.448 re5l5rG MOMENT (FT-05) = 2.777 6.431 UPLIFT (LBS)= 698 512 UPLIFT FROM ABY (LOS) = 101 AL U11111 (Lbs) = N/A N/A HOLPOWN.TE.EL5CHEP, Mdi - Cttg ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 SHEET: (3 CALCULATED BY: DATE: SCALE: SHEARWALL DESIGN ROOF E-W: G8IPIJNE 1:2 (5EiMtC) RHO = 1.0 TRIBUTARY AREA 1 = 22 SOFT. TRIBUTARY AREA 2 = SOFT ADDITIONAL LOAD 1= 165 x ADDITIONAL LOAD 2= 165 x = S.W. LENGTHS (FT.) = 3.42 1 .3.42 INCREASE LOAD FOR WALL > 2:1 RATIO? YES STRONGWALL I HARPYFRAME? NO UsEIriE I Yx = 242 fE LOAD = Vx)(T.A I 2) = 2.J ! 0185 0 185 (IZHO)(SUM LOADS) = z8j L-0-5 I S.W. SUM = 6,i EL (LOAD)(H/21)l (S.W. SUM) = Q f3f WALL LENGTH(FT.).= 342 I 3.42 MAK WAI) (W5) 20b 20 PLATE HEIGHT (FT.) = 10.0 10.0 TRIBUTARY DL (PLF) = 160 160 POINT DEAD LOAD (165) = POINT 01. ARM (FT.) OT MOMENT (FI-IBS) =. 2.055 2.055 RESIST'G MOMENT (FT-LBS) = 458 458 UPLIFT (165) = 467 47 UPLIFT FROM ABV (165) = TOTAL UPLIFT L55) = N/A I N/A J1PUNE: 1:2 .(WJNP) WIND PROjECTION ii:. 1 TRIBUTARY LENGTH 20 FT. ADDITIONAL LOAD 1= LS x ADDITIONAL LOAD 2 = LBS x S.W. LENGTHS (FT.) = 3.42 Vx = U-4 fLf LOAD =(Vz)(T.A./2)= 3,400. = OLBS = 0 LBS TOTAL LOAD = L410 L REDUCED LOAD (SEC. 2306.3) = 10-2 L8 3.42 I I 1 1 S.W. SUM = 6. EL (TOTAL LOAD)! (S.W. SUM) = ISQ ELE STRONGWALL / HARDYFRAME? NO U1Y.EE 1 5RWAkL$.Ct.ULE(MJMMUM) WALL LENGTH (FT.) = 342 1 3.42 5HtAK LOA L) (LbS) = 14 514 PLATE HEIGHT (El) = 10 10 TRIBUTARY DL (PLF) 360 160 P01141 DEAD LOAD (1.65) = 0 0 P0114101. ARM (FT.) = 0.00 0.00 Or MOMENT (FT-155) = 5.143 5.143 RE5I5T MOMENT (P1-165) = 563 561 UPLIFT (135) = 1.340 1.4O UPLIFT FROM ABY (135) TO( dL UPLIrT (05) = I,4Q 1.4Q NOLQWN.TPE.SQtEP. i - (:1111; i ty: .... .. SNE.U.#.: ARCHITECTURAL ENGINEERING INC. CALCULATED BY: CHRIS@MIDCITYENG.COM DATE. (619) 784-5556 SCALE: SHEARWALL DESIGN ROOF E-W: (I1241NE: I] (E[SMC) RHO = 10 = 2.2 f.E TRIBUTARY AREA 1 = 407 SOFT. TRIBUTARY AREA 2= SOFT. LOAD = / 2) = 193 L ADDITIONAl. LOAD 1= LBS h 0 LOS ADDITIONAL LOAD 2= LBS x 0 LBS (RHO)(SUM LOADS) = Am W-5 S.W. LENGTHS (FT.) = 4.00 S.W. SUM = AW El. INCREASE LOAD FOR WAIL >2:1 RATIO? YES (LOA6)(H/2t) / (5.W. SUM) = 175 LE STROIG WAIL I HARP?FIZAME? NO U5UT1 1 WALL LENGTH (FT.) = 4.00 SNEAK LOAD (LBS) =617 PLATE HEIGHT (FT.) 10.0 TRIBUTARY DL (PIF) = 160 POINT DEAD LOAD (IBS) = POINT Dl. ARM (FT.) = 01 MOMENT (FT-LBS) = 6.165 RESISDG MOMENT (FT-LBS) = 627 UPLIFT (LBS) = 1,385 UPUFI FROM ABV (LOS) = I TOTAL UPLU9 (LbS) = RJUi Ti (W1itP) YX = 1It fLE WIND PROJECTION ii: 1 TRIBUTARY LENGTH: 20 FT. LOAD = (V)(T.A. I 2) 141Q ADDITIONAL LOAD 1 = L65 x = 0 LBS ADDITIONAL LOAD 2 LOS x = 0 LBS TOTAL LOAD = J.41Q LB REDUCED LOAD (SEC. 206.) = i.Q29 LB S.W. LENGTHS (FT.) = 4.00 S.W. SUM = O EL (TOTAL LOAD) I (5.W. SUM) = 29 ELE STRONG WAIL / HARDYFRAME? NO USLT.YE 1 W.ElEARWALL2UL(MINIMUM) IULLK WALL LENGTH (FT.) = 4.00 hEM LO/W (Lbb) = PLATE HEIGHT (FT.) = 10 TRIBUTARY DL (PLF) = 160 POINT DEAD LOAD (IBS) = 0 POINT DI. ARM (FL) = 0.00 01 MOMENT (FT-LBS) = 10,286 RE5I5T5 MOMENT (FT-LBS) lee) UPLIFT (IBS) = 2.379 UPLIFT FROM ABV (15$) = TOTAL WLUI (Lbs) = HQLOWN.PE1P. Mid-Ci t y ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 JOB... SHEET#: 15 CALCULATED BY: DATE: SCALE: FOUNDATION DESIGN ALLOWA6LE BEARING PRESSURE, q =. (.5P.Q ... PSF (PER DESIGN CRITERIA) CONTINUOUS PERIMETER / INTERIOR SEARING WALL FOOTINGS LOCATION:........ Li.-.............. =....(.4 C.J. .)Ci.o.............................................................= ..5..0 PLF WIDTH REQUIRED = (Wi / ci) x 12=.................................................................................................. INCHES USE: USE:..j.t....WIDEx ....LZ-..DEEP WITH..TZ....#4 TOP &6O1TOM LOCATION: ................................................................................................... W2= .................................................................................................................................................... = . ............... . PLF WIDTH REQUIRED =(W2/cØx12=. ....................... ........................... . ................. . ....................... .. = ..........INCHES USE: WIDE x DEEP WITH # TOP & E30TTOM LOCA11ON: ...................... W3=......................................................................................... ...... .......... ..... ....... ... ............................=PLF WIDTH REQUIRED =(W3/q) xl 2 =...............................................................................................= ..........INCHES USE: WIDE x DEEP WITH # TOP & BOTTOM ISOLATED SPREAD / PAD FOOTINGS: CALLOUT: (F-1) P1= = LS Areqd=(P1/qx144)= ...............................................................................................................= .............SQ.IN. USE: D PER PAD FOOTING SCHEDULE CALLOUT: (F-2) P2= LDS Areqd=(P2/qx144)=. .......... ........... ........................................................................................ ...............SQ.IN. USE: n PER PAD FOOTING SCHEDULE CALLOUT: (F-3) P3=... ................................................. ............. . ................................................................................. .=LS Areqd =(P3/qx144)=. ............................................................................................................. .. ............. SQ. IN. USE: n PER PAD FOOTING SCHEDULE CALLOUT: (F-4) P4= Ark~. =(P4/qx144)=. ........... . ........ ......................................................................................... .. ............. SQ.IN. USE: U PER PAD FOOTING SCHEDULE Mid -CiL y ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITVENG.COM (619) 784-5556 JOB #: 18-017-GARROD SHEET#: 1 CALCULATED BY: C.T. DATE: 1/2/19 SCALE: C75761 EXP 6/3OIW H * ó7v*1 Civi RECEIVED JAN 102019 CITY OF CARLSBAD BUILDING DiVISION VAI FOUNDATION PLAN M - - . JOB A: 18-017 - GARROD SHEETA 2 ARCHITECTURAL ENGINEERING INC. CALCULATED BY: .C.1. CHRIS@MIDCITVENG.COM DATE: 1./2/1. (619) 784-5556 . SCALE: FES C 7576:1 2xSTU()S PEP, PLAN - (FRAME FOR ELEC., GAS PANEL 1ST POUR) 12" LONG #4 DOWELS / gi12O.C. .. sz,~-. / 5LA PER PLAN I. I van MIN. 1ST POUR CONT. • • FOOTING PER 9 PLAN OZ U > n_ - _ARS(TOP&TM.) 12 LONG #4 OOWELS 1-2N1' POUR TIE-IN FIG. @ 12 O.C. TOP & TM. 1-0 MIN. 6" MIN. & SLAB CONT. FIG. DETAIL N FDN SL 1ST CONT EXT 1 Mid -Ci t y ARCHITECTURAL ENGINEERING INC. CHRIS@MIDCITYENG.COM (619) 784-5556 JOB #: 18-017 - GARROD SHEET#: 1 CALCULATED BY: C.T. 9/10/18 SCALE: CORRECTION RESPONSES CORRECTION #9 HIP & VALLEY CALLOUTS ADDED, CALC PAGES 5-5a REVISED/ADDED. CORRECTION #10 KICKERS AND CEILING SEAMS ADDED, I2ETAIL5 10 & 11/52.0 ADDED. ALSO SEE FRAMING NOTES #10-12 FOR TYPICAL SEAM SUPPORT. SEP 122018 CITY OF CARLSBAD BUILDING DIVISION (bty of Carlsbad This form must be completed by the City, the applicant, and the appropriate school districts and returnd to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee rorm. Project No. & Name: Plan Check No.: CBR2018-2044 Project Address: 1642 BRADY CIR Assessor's Parcel No.: 2054401900 - Project Applicant: COOWNER GARROD PAUL T AND LAURA M (Owner Name) Residential Square Feet: New/Additions: Second Dwelling Unit: 640 Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 08/29/2018 Certification of Applicant/Owners. The person executing this declaration (Owner') certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 IJLJ San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) 177-7-1 San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 U SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQtJIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation detertiined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: Title CARLSBAD UNIFIED SCHOOL DISTRICT Name of School District: _ =a ••••• CARLSBAD, CA 92009 Building Division Date: Phone: i(ôO 33 1-ôôô 1635 Faraday Avenue I Carlsbad, CA 92008 1 760-602-2719 1 760-602-8558 fax I btjilding@carlsbadca.gov STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP L1t RIMMIIIIIIIIIIIII BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs E :3 0. . .' a, Best Management Practice* 0 - - a, - - (BMP)Description —) co - ! toE o 0 .,. -o w c. c 00 0L -o 0 . >Q). -gE zO o -- 0 .,. =c C NC CC a, 0 0 '- W .2 U) U) 0) Cfl .0 (.) 2 LA_n> i.. .... 0 0 cn i... in Q ..-. 01 cn £ ..-. 0 U) u 0 0 0 0 o a, > c. 0 ... U, 0 M cn 0 cn 0 00 n M 0 0 = M 0 0 0 M. CASQA Designation — N. 00 o N) IC) CO N CD V4 F7 rj. Go T 04. ? 1- to ? T Construction Activity W W W W U) Cfl (flY U) Grading/Soil Disturbance — — -- — — — — — — )c Trenching/Excavation - Stockpiling — Drilling/Boring — — — — — — — — Concrete/Asphalt Sawcutting — — — — — — — — — — Concrete Flatwork -- Paving -- — — — — — — Conduit/Pipe Installation — — — — — — Stucco/Mortar Work — -- -- — — — — — — Waste Disposal ,- -- — — — — — — Staging/Lay Down Area — — — — — — — — — — — — L — .L.... ..L.. — Equipment Maintenance and Fueling -- -- -- — -- -- — — — — — — — — — Hazardous Substance Use/Storage — Dewatering -- Site Access Across Dirt — - Other (list): — — — -- — — — — — — Instructions: Check the box to the left of all applicable* construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the •box where the chosen activity row intersects with the BMP column. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLA11ON OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTEC11ON BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. E-29 IbI is( I DATE PROJECT INFORMATION Site Address: 1 I 4 - 1315P17'( (t-(— Assessor's Parcel Number: _-LjC4'rj — iq 00 Emergency C,ct: Name: _U(..AI 0 1 24 Hour Phone:____________________ Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM 0 LOW Page 1 of 1 REV11/17