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Home My WebLink About1797 ANDREA AVE; ; PC2021-0016; PermitPERMIT REPORT Print Date: 05/11/2022 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: 1797 ANDREA AVE, BLDG-Plan Check 2071201100 $0.00 Plan Check Permit CARLSBAD, CA 92008-2623 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Residential Description: 396 SF NEW DETACHED ADU+ 654 SF REMODEL TO EXISTING DWELLING FEE BUILDING PLAN CHECK FEE (BLDG) Total Fees: $210.00 Property Owner: OWNER NOEL STEVEN J AND JACQUE 2013 CORALBELLS CT LONGMONT, CO 80503 Total Payments To Date: $210.00 Status: (city of Carlsbad Permit No: PC2021-0016 Closed -Finaled Applied: 04/09/2021 Issued: 08/02/2021 Finaled Close Out: 05/11/2022 Inspector: Final Inspection: Balance Due: AMOUNT $210.00 $0.00 1635 Faraday Avenue I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov l._ Cityof Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Plan Check ft,202.\-()()\L,p Est. Value Bl O, "5~"'.j PC Deposit 't)C\'[- Date L\-9-21 Job Address 1797 Andrea Ave., Carlsbad CA 92008 Suite: APN: 207-120-11-00 -----· CT/Project#: Lot#: 11 Year Built: 1963 -------------------------------- Fire Sprinklers: QYES0 NO Air Conditioning:Q YES Q NO Electrical Panel Upgrade: QvEsQ NO BRIEF DESCRIPTION OF WORK: Addition of 396 new detached ADU to existing 1,428sf main house and total of 654sf interior remodel of existing house: combine existing two bedrooms into a master bedroom and change of bathroom(s) existing layout configuration; change of existing kitchen layout configuration. [j] Addition/New: 396 Living SF, ____ Deck SF, ____ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? 0v ON New Fireplace? Ov 0 N, if yes how many? Ii] Remodel: 654 SF of affected area -----Is the area a conversion or change of use? Ov 0N □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ osolar: ___ KW, ___ Modules, Mounted:0Roof 0Ground, Tilt: 0 vO N, RMA: Ov ON, Battery:OY ON, Panel Upgrade: Ov ON D Reroof: -------------------------------------□ Plumbing/Mechanical/Electrical D Only: Other: This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the owner or contractor. The person listed as the Applicant below will be the main point of contact throughout the permit process. PROPERTY OWNER Name: Steven Noel Address: 1797 Andrea Ave APPLICANT O PROPERTY OWNERS AUTHORIZED AGENT Name: Damaris Rincon Address: 3975 Camino de la Plz, Ste 208 #1120 APPLICANT Iii City: Carlsbad State: CA Zip: 92008 City: San Ysidro State: CA Zip:_9_2_17_3 __ _ Phone: 303 641 0250 Phone: 619 419 9433 Email: damaris.rincon(.@.outlook.com Email: damaris.rincon(.@.outlook.com DESIGN PROFESSIONAL Name: Damaris Rincon APPLICANT O CONTRACTOR OF RECORD APPLICANT 0 Address: 3975 Camino de la Plz, Ste 208 #1120 City: San Ysidro State: CA Zip:_9_2_17_3 __ _ Phone: 619 419 9433 Email: damaris.rincon@outlook.com Architect State License: ___________ _ Name: James Joseph Achey -Calibra SD Address: 395 Trailview Rd City: Encinitas State:_C_A __ .Zip:92024 Phone: 5412196480 Email: calibrasd@icloud.com State License/class:5 10'::>]'ii:CDiBus. License: IMTB!ffl 0--ppli..udi .1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760"602-8558 Email: Bu1lding@:)carlsbadca.8ov REV. 08120 IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW: (OPTION A): LICENSED CONTRACTOR DECLARATION: I hPreby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the following declarations: 01 have and will m;iintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. ________________________________________ _ 0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for whrch thi~ pt"'rmit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: _____________________ _ Policy No. _____________________________ Expiration Date: ________________ _ 'tv, Certificate of Exemption: I certify that in the pe_rtormance of the work for which this permit is issued, I shall not employ any person in any man11er so as to become ~Ject to the workers' comper1sat1on Laws of Cal1fom1a. 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 tees. CONSTRUCTION LENDING AGENCY, IF ANY: I liNeby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ________ -----~~ _______ .Lender's Address:---------------~--~~- CONTRACTOR PRINT:, \ \M Be. \,<c/s1GN: 4=JJ~ ~ DATE: 4f \J\ C.1/ ' Cl c1 W£ J-I (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who burlds 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 improvem£>nt 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). DI, as owner of the property, am exclusively contracting wrth licensed contractors to con~truct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who build~ or improves thereon, and contracts for such projects with contractor(s) licen5ed pursuant to the Contractor's License Law). DI am exempt under Business and Professions Code D1vis1on 3, Chapter 9, Article 3 for this reason 0 11owner Bullder acknowledgement and verification form" ha~ been filled out, signed and ;ittached to this appl1c <1t1on. D Ow11cr'i "Authorized Agent Form" hcJ~ bP('ll filled out, signed and attached to this application qivmg the agent authonty to obtmn the permit on the owner\ heholf lly n1y '>lgn;iturp below I acknowledge that, except for my personal residence 1n which I must hJve resided for c1t least one year prior to completion of the 1mpr<IVE:'lllt'11t~ c:uvered by thi', pernut, I cannot legally sell a structure that I have built as an owner-builder 1t 1t hc1s not been constructed in 1h entirety by lrcf't1S1'd contr"0ctors. I understand that a copy of the applicable law, Section 7044 af the Business and Professions Code, is available upon request when this application is submitted orat the following Web site: http://www.leginfo.co.gov/calow.htm/ OWNER PRINT: SIGN: __________ DATE: ______ _ APPLICANT CERTIFICATION: SIGNATURE REQUIRED AT THE TIME OF SUBMITTAL By my signature below, I certify that: f am the property owner or State of California Licensed Contractor or authorized to act on the property owner or contractor's behalf I certify that f 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. APPLICANT PRINT: _o_a_m_a_ri_s _R_in_c_o_n ---SIGN: __.-:§:;;...__ .. ~7 .... , __ . _Z._,.L.,_r-~7.__ DATE: 04/05/2021 163S Faraday Ave Carlsbad, CA 92008 Ph: 760·602-2719 Fax: 760-602-8S58 Email: Build1ng(dJcarlsh:idrt1 p;u·. 2 REV. 08120 DATE: 7/22/2021 JURISDICTION: City of Carlsbad ✓• EsG1I □ APPLICANT □ JURIS. PLAN CHECK#.: PC2021-0016 PROJECT ADDRESS: 1797 Andres Ave. SET: III PROJECT NAME: ANDREA'S HOUSE REMODEL & DETACHED ADU D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. [8J The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [8J EsGil staff did not advise the applicant that the plan check has been completed. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Email: Mail Telephone Fax In Person REMARKS: The inked note on sheet MEP shall be rev Department. By: David Yao EsGil 7/15/2021 Enclosures: e~hec ET Ill at City Botldtag 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 6/29/2021 JURISDICTION: City of Carlsbad ✓• EsG1I A SAfEbwll Company PLAN CHECK#.: PC2021-0016 PROJECT ADDRESS: 1797 Andrea Ave. SET: II □ APPLICANT □ JURIS. PROJECT NAME: ANDREA'S HOUSE REMODEL & DETACHED ADU D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D 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. D 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: Damaris Rincon D 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: Damaris Rincon Telephone#: 619-419-9433 Date contacted: Mail Telephone 0 REMARKS: By: David Yao EsGil (by: ) Email: Damaris.rincon@outlook.com Fax In Person Enclosures: 6/21/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad PC2021-0016 6/29/2021 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. 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: 1. 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. 2. 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. 1. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). The person (not necessarily licensed person} responsible for their preparation shall sign A sheets. 23. Show on the plan the amperage of the electrical service. the location of the service panel and the location of any sub-panels. If the service is over 200 amperes, submit a single line diagram. panel schedules. and provide service load calculations. Do the ADU have sub-panel? If not. please clarify how ADU access to the electrical panel? What is the panel size for ADU? Please specify on the plan. 28. An ADU may have a separate utility service installed, or sub fed via existing service with adequate capacity. ADU's require electrical load calculations per CEC 220.83 to justify existing electrical service size is adequate. The site plan shows 100 amp service. Provide load calculation to show the 100 amp service can supply the electricality for main dwelling and ADU. City of Carlsbad PC2021-0016 6/29/2021 30. 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 instantaneous gas water heaters. (Also) Provide a gas piping design for the gas system .. Show gas meter location. development lengths for all gas appliances, gas demand for all gas appliances and gas line size. Provide gas isometric. Provide development lengths for all gas appliances, gas demand for all gas appliances, gas line size. It may provide dedicate 1 ¼" gas line from meter to ADU. (?). 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. lfthere 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 □ No □ 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 David Yao at EsGil. Thank you. DATE: 4/28/2021 JURISDICTION: City of Carlsbad ✓• EsG1I PLAN CHECK#.: PC2021-0016 PROJECT ADDRESS: 1797 Andrea Ave. SET: I □ APPLICANT □ JURIS. PROJECT NAME: ANDREA'S HOUSE REMODEL & DETACHED ADU D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D 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. D 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: Damaris Rincon D 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: Damaris Rincon Telephone#: 619-419-9433 Date contacted: Mail Telephone 0 REMARKS: By: David Yao EsGil (by: ) Email: Damaris.rincon@outlook.com Fax In Person Enclosures: 4/12/2021 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 City of Carlsbad PC2021-0016 4/28/2021 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: PC2021-0016 PROJECT ADDRESS: 1797 Andres Ave. FLOOR AREA: Remodel 654 sf ADU 396 sf REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 4/28/2021 FOREWORD (PLEASE READ): JURISDICTION: City of Carlsbad STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 4/12/2021 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the California Residential Code, California Building Code, California Plumbing Code, California Mechanical Code, California I 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 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2019 CRC, 2019 CBC, 2019 CPC, 2019 CMC and 2019 CEC. 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 2019 California Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) 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. ' ' City of Carlsbad PC2021-0016 4/28/2021 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: 1. 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. 2. 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. 1. A reminder that due to Covid-19, the City will not permit counter corrections. Please make sure all the items are satisfied; otherwise, another round of corrections will be necessary. 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). 4. On the cover sheet of the plans, specify any items that will have a deferred submittal (fire sprinklers/alarms. PV etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official." 5. An automatic residential fire sprinkler system shall be installed in one-and two-family dwellings (not required for additions if the existing dwelling doesn't already have a sprinkler system). Please clearly note this on the plans. Section R313.2. a) Accessory Dwelling Units (<1,200 square feet) need not have fire sprinklers, whether attached or detached, provided the primary home does not have a fire sprinkler system. Senate Bill 1069. City of Carlsbad PC2021-0016 4/28/2021 6. Show smoke detectors and carbon monoxide alarms for the existing dwelling on the plan. 7. In existing buildings, when alterations, repairs or additions requiring a permit occur the dwelling unit shall be provided with smoke alarms located as required for new dwellings; the smoke alarms shall be interconnected and hard wired. Exception: Smoke alarms in existing areas need not be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes. Section R314.2.2. 8. When alterations, repairs or additions are proposed for dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), the dwelling unit shall be provided with carbon monoxide alarms located as required for new dwellings; the carbon monoxide alarms shall be interconnected and hard wired. Exception: Carbon monoxide alarms in existing areas need not be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes. Section R315.2. 9. Bathrooms containing bathtubs or showers afld-..J,GWdeHooms must be mechanically ventilated (an openable window won't suffice). Section R303.3.1.(new bath and new master bath in existing dwelling) 10. All habitable rooms shall be provided with aggregate glazing area of not less than 8% of the floor area of such rooms, per Section R303.1.(kitchen for ADU) 11. 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. 12. Specify roof material and application. (Class A min. city policy) 13. Specify on the plans the following information for the roof materials, per Section R106.1.1: a) Manufacturer's name and product name/number. b) ICC approval number. or equal. 14. Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 40% (but not more than 50%) of the required vent is located no more than 3' below the ridge) and remaining vents located at the lower third of the of the attic space. Show on the plans the area required and area provided. Section R806.2. City of Carlsbad PC2021-0016 4/28/2021 15. Enclosed rafter spaces do not require venting if the following specific insulation design is used, per Sections R806.5/EM3.9.6: ♦ If the insulation is air-permeable and it is installed directly below the roof sheathing with rigid board or sheet insulation with a minimum R-5 value installed above the roof sheathing. (or) ♦ If the insulation is air-impermeable and it is in direct contact with the underside of the roof sheathing. (or) ♦ If two layers of insulation are installed below the roof sheathing: An air- impermeable layer in direct contact with the underside of the roof sheathing and an additional layer of air permeable insulation installed directly under the air- impermeable insulation. 16. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section R806.3. 17. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/16" minimum to¼" maximum openings. Section R806.1. 18. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section R401.3. 19. Foundation anchorage in Seismic Design Categories C, Do, D1 and D2. In addition to the requirements of Section R403.1.6, the following requirements shall apply to wood light-frame structures in Seismic Design Categories Do, D1 and D2 and wood light-frame townhouses in Seismic Design Category C. R403.1.6.1 1. Plate washers conforming to Section R602.11.1, 0.229"x3"x3", shall be provided for all anchor bolts over the full length of required braced wall lines. Properly sized cut washer shall be permitted for anchor bolts in wall lines not containing braced wall panels. 20. The floor plan shows some of the walls are existing and some of the walls are new. The foundation plan appears to show existing foundation all the way around the ADU and new footing all the way around ADU too. Please clarify. 21. The foundation plan shows all hold down detail 7/S-2. Detail 7/S-2 is for existing footing. Please clarify. 22. Note on the plans that receptacle outlet locations will comply with CEC Article 210.52. City of Carlsbad PC2021-0016 4/28/2021 23. Show on the plan the amperage of the electrical service. the location of the service panel and the location of any sub-panels. If the service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. Do the ADU have sub-panel? If not. please clarify how ADU access to the electrical panel? 24. Include on the plans the following specifications for electrical devices installed in dwellings: CEC Article 210 & 406 a) Tamper resistant receptacles for all locations described in 210.52 and 550.13.(i.e. all receptacles in a dwelling). b) Weather resistant type for receptacles installed in damp or wet locations (outside). 406.4(0)(6). c) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.12(A): Kitchens, laundry areas, family, living, bedrooms, dining, halls, etc. d) GFCI protected outlets for locations described in NEC 210.8(A): outdoors, etc. 25. For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. CEC Article 210.52(E). This receptacle must be GFCI protected. 26. Per CEC Article 210.11 (C)1, note on the plans that there will be a minimum of 2 small appliance branch circuits within the locations specified in Article 210.52(8), i.e., kitchen and dining areas. 27. Per CEC Article 210.11 (C)3, note on the plans that bathroom circuiting shall be , either: a) A 20-ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. 28. An ADU may have a separate utility service installed, or sub fed via existing service with adequate capacity. ADU's require electrical load calculations per CEC 220.83 to justify existing electrical service size is adequate. 29. A separate (detached building with a separate foundation and slab) ADU requires a separate ground electrode system per CEC 250.32 30. Show water heater size (1 st 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 instantaneous gas water heaters. (Also) Provide a gas piping design for the gas system .. Show gas meter location. development lengths for all gas appliances. gas demand for all gas appliances and gas line size. City of Carlsbad PC2021-0016 4/28/2021 31. Show the T and P relief valve at the water heater and the discharge pipe size and routing to the exterior. CPC Section 608.3. 32. Dimension on the plans the 30" clear width required for the water closet compartment and the (minimum) 24" clearance required in front of the water closet. CPC 402.5. 33. 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. 34. Specify on the plans: Water conserving fixtures: showerheads may not exceed 1.8 GPM of flow. CPC Sections 407, 408, 411, 412.Note on MEP sheet is wrong. 35. 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. RESIDENTIAL GREEN BUILDING STANDARDS 36. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1. FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RA TE Showerheads 1.8 gpm@ 80 psi 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 37. Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm @ 80 psi, or the shower shall be designed so that only one head is on at a time. CGC Section 4.303.1.3.2. 38. Note on the plans that landscape irrigation water use shall have weather or soil-based controllers. CGC Section 4.304.1. 39. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. City of Carlsbad PC2021-0016 4/28/2021 40. Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan, per CGC Section 4.408.2. 41. Operation and maintenance manual. Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC Section 4.410.1. 42. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC Section 4.504.1. 43. Pollutant control. Note on the plans that VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC Section 4.504.2. 44. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. 45. Interior moisture control. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4.505.3. 46. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 47. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. ENERGY CONSERVATION 48. Include on the Title Sheet of the plans the following statement: "Compliance with the documentation requirements of the 2019 Energy Efficiency Standards is necessary for this project. Registered, signed, and dated copies of the appropriate CF1 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." 49. A photovoltaic system meeting the minimum qualification requirements as specified in Joint Appendix JA 11, with annual electrical output equal to or greater than the dwelling's annual electrical usage as determined by equation 150.1-C is required ES Section 150.1(c)14. Please specify on the title sheet of the plans • City of Carlsbad PC2021-0016 4/28/2021 that this is to be a deferred submittal (if deferred submittals are allowed by the jurisdiction). 50. Electric Vehicle Charging: Note on the plans that electrical vehicle supply equipment (EVSE) rough-in only is required in one-and two-family dwellings and townhomes with attached garages. The EVSE rough-in consists of a minimum 1" conduit extending from the main panel to a junction box where the EVSE receptacle box will be provided. The main service panel must be sized to accommodate a future 208/240 Volt 40 ampere dedicated branch circuit. California Green Code 4.106.4. 51. Note or provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) a) Gas piping sizing based upon a minimum input of 200,000 btu/hr. b) A condensate drain installed no higher than 2" above the base of the heater that also allows for gravity drainage. c) The "B" vent installed in a straight position from the room containing the water heater to the roof termination. (For future possible sleeving for high efficiency heater venting.) d) A 120-volt receptacle accessible to the heater installed within 3'. 52. 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 53. All domestic hot water piping to have the following minimum insulation installed: ½" pipe (1/2" insulation);¾" pipe (1" insulation); 1" to 1-½" pipe (1-½" insulation). CPC 609.11 & ES 150.00) a) Additionally, the ½" 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.OU) Residential Energy Lighting Requirements: ES 150.0(k) 54. All installed luminaires shall be high-efficacy in accordance with ES TABLE 150.0-A. a) Luminaries must have a label certified for airtight construction. b) Light sources that are not marked "JAS-2019-E" shall not be installed in enclosed luminaires. ES 150.0(k) Residential ventilation requirements: ES 150.0(o)/ASHRAE 62.2 55. All fans installed to meet all of the preceding ventilation requirements must be specified at a noise rating of a maximum 1 "Sane" (continuous use) or 3 "Sane" (intermittent). Please noted on the plan. City of Carlsbad PC2021-0016 4/28/2021 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 1797 Andres Ave. BUILDING OCCUPANCY: R3/U BUILDING I PORTION remodel ADU Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Bldg. Permit Fee by Ordinance I /;I I AREA ( Sq. Ft.) 654 398 ... Plan Check Fee by Ordinance • I /I', 11 Valuation Multiplier By Ordinance Type of Review: [7] Complete Review D Repetitive Fee -~ Repeats Comments: □ Other □ Ho..-ly EsGil Fee PLAN CHECK#.: PC2021-0016 DATE: 4/28/2021 Reg. VALUE ($) Mod. per city 86,555 86,555 D Structural Only $367.261 Sheet of CALCULATION REPORT ANDREA'S tlOUSc 1797 ANDREA AVE CARLSBAD, CA 92008 Contents 1. Seismic & Wind Calculation 2. Shear Wall Design Based On NDS-2015 3. Roof Rafter & Roof Joist 'Living i PC2021-0016 1797 ANDREA AVE ):I > 1--0 396 SF NEW DETACHED ADU+ 654 SF REMODEL TO EXISTING DWELLING 2071201100 6/17/2021 PC2021-0016 1) Seismic & Wind Calculation Dead Loads: • Roof Dead loads: 1. Cement Roof Tiles/Torch Down Layers 2. 1/2" Solid OSB Sheathing/Plywood 3. 2x8 RR @ 16" O.C. 4. Thermal insulation 5. Misc (Nails,Blocking, etc) Total • Ceiling Joist Dead loads: 1. 2x6 C.J @ 16" O.C. 2. 5/8 in thick dry wall 3. Misc (Nails,Blocking, etc) Total Total Roof Dead Loads • Exterior Wall Dead loads: 1. 2x4 Studs @ 16" O.C 2. ½" Solid OSB Sheathing 3. 5/8" Thick interior ply wood 4. insulation = 4.0 Psf =1.5 = 2.8 =1.0 = 0.7 = 10.0 Psf = 2.2 = 3.2 =0.6 = 6.0 Psf = 16.0 Psf = 1.2 Psf = 1.5 = 2.0 =1.0 5. Stucco (3/8-inch thick scratch coat, 3/8-inch thick brown coat, and approximate 1/8-inch thick finjsh coat) 6. Misc (Nails,Blocking ,etc) Total Wall Dead Loads = 3.9 =0.8 = 11.0 Psf • Floor Level Dead loads: Assumed Floor Dead Loads = 11.5 Psf • Interior wall Dead load= 8.0 Psf Live Loads: • Roof Live Load =20 psf • Floor Live Load =40 psf Roof Level Dead Weight (Seismic Force Calculation) Roof level dead loads Items Total Height-ft Area (sq.ft) DL(Psf) Weight(Lbs) length-ft Roof 76.5 -362 16 5792 Ext. Wall 76.5 4 306 11 3366 Int.Wall 36 4 144 8 1152 Total Roof Diaphragm Area 362 sq.ft 10310 *4ft wall height Effective. 0 ~ Sar11a.Mornca -·· u ttiversioe 0 arc Hazards I Long Beach 0 0Anahe1m it l!Vihe Palm Springs 0 . Palm Cesfrt Search lnformatic Address: Carls!:: Coordinates: 33.15{ Clstalina Island Fssentisl Fish Habilat 0 0 55ft • it Ceve!a,d Elevation: 55 ft oce~de National Forest · · · Escn~dldo Anza·Bonego 0 Dtsert Timestamp: 2021-( State ParK Hazard Type: Wind M\ Go San OiPnn U Map data ©2021 Google, INEGI Jrl•:.::w1\,a ASCE 7-16 MRI 10-Year MRI 25-Year MRI 50-Year MRI 100-Year 82 mph MRI 100-Year Risk Category I 89 mph Risk Category I Risk Category II 96 mph Risk Category II Risk Category Ill 102 mph Risk Category Ill-IV Risk Category IV 107 mph 91 mph 100 rnph 110 rnph 115 mph 0 Chula Vi_s.ta ..• ---"'" ~""O Tt'(a:e Tijuana 0 Rosanlo The results indicated here DO NOT reflect any state or local amenctments lo the values or any delineation lines m&de during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before pro03eding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area -in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind- borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions, While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application withoul competent examination and verification of its accuracy, suitabHity and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. C\TC Hazards I, 11 Search lnformati/ Address: Coordinates: Elevation: Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: Carts 55 ft II Basic Parameters Name Value Ss 1.092 S1 0.394 SMs 1.31 SM1 • null Sos 0.873 So1 • null * See Section 11.4.8 0. • .Sa'n,ta Monica m ;~ Long Beach • i;l MCER ground motion (period=0.2s) MCER ground motion (period=1.0s) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2s SA Numeric seismic design value at 1.0s SA t<tvers1oe 0 Temecula 0 55 ft ~ Palm Springs 0 Palm Desert 0 ,Q'ce oe · National Forest Jost Natic ., ,. ij Clevefand ~~~~~ 0 Esconclido Anza-Borrego 0 Desen State Park MtlaguM -" San Jlipoo V ,< Map data ~2021 Google, INEGI Ja,;umbil .. o Hot Sp?in9s Chula Vista 0 Tijuana 0 Rosarito recate w Ouad31t1pe 0QJ ·'"' . ..-Additional Information Name Value Description soc • null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv • null Site amplification factor at 1.0s CRs 0.893 Coefficient of risk (0.2s) CR1 0.904 Coefficient of risk ( 1.0s) PGA 0.482 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.579 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.092 Probabilistic risk-targeted ground motion (0.2s) C"-11W .. ""~ ,-__ ,.__ .. _,J ,,-:#.,..,_ '------' ----"--' ... _,,..._, ___ ,.:.,._ l"10/ -.. .-1,.-1..Hl+., ... c .:,:;vn l.£LL SsD 1.5 S1RT 0.394 S1UH 0.436 S1D 0.6 PGAd 0.597 * See Section 11.4.8 r"i;l(;lUlttU UIIIIUIIO•lli:!Li:!IU :;µttt,;Ui;ll i;l(;t;t:llt,rcuu11 \L1o µruucUllllY UI exceedance in 50 years) Factored deterministic acceleration value (0.2s) Probabilistic risk-targeted ground motion (1 .0s) Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) Factored deterministic acceleration value (1 .0s) Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to tile values or any delineation lines made dwing the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. Seismic Force Calculation (TEKLA TEDDS) 7 Project Andre's Residence SEISMIC FORCES (ASCE 7-16) Site parameters Site class Section Siesmic forces Cale. by OmairJ Mapped acceleration parameters (Section 11.4.2) at short period at 1 sec period Site coefficientat short period (Table 11.4-1) at 1 sec period (Table 11 .4-2) Spectral response acceleration parameters at short period (Eq. 11.4-1) at 1 sec period (Eq. 11.4-2) Date 3/13/2021 Chk'd by Date D, utilizing exception per 11.4.8(2) Ss = 1.092 S, = 0.394 Fa= 1.063 Fv = 1.906 SMs =Fax Ss = 1.161 SM1 = Fv X S, = 0.751 Design spectral acceleration parameters (Sect 11.4.4) at short period (Eq. 11 .4-3) Sos= 2 / 3 x SMs = 0.774 at 1 sec period (Eq. 11.4-4) So, = 2 / 3 x SM1 = 0.501 Seismic design category Occupancy category (Table 1-1) II Seismic design category based on short period response acceleration (Table 11.6-1) D Seismic design category based on 1 sec period response acceleration (Table 11.6-2) D Seismic design category Approximate fundamental period Height above base to highest level of building From Table 12.8-2: Structure type Building period parameter Ct Building period parameter x Approximate fundamental period (Eq 12.8-7) Building fundamental period (Sect 12.8.2) Long-period transition period Limiting period Seismic response coefficient Seismic force-resisting system (Table 12.2-1) D hn = 8 fl All other systems Ct= 0.02 X = 0.75 Ta= Ct x (hn)' x 1sec / (1ft)•= 0.095 sec T = Ta = 0.095 sec TL= 8 sec Ts= So,/ Sos x 1 sec= 0.647 sec A. Bearing_Wall_Systems Job Ref. Sheet noJrev. App'd by Date Tedds calculation version 3.1.00 Response modification factor (Table 12.2-1) Seismic importance factor (Table 1.5-2) Seismic response coefficient (Sect 11.4.8) Calculated (Eq 12.8-3) 15. Light-frame (wood) walls sheathed with wood structural panels R= 6.5 le= 1.000 C._c-.a1< =Sos/ (R /lo)= 0.1191 Minimum (Eq 9.5.5.2.1-3) C s_min = rnax(0.044 x Sos x lo,0.01) = 0.0341 Project Andre's Residence Seismic response coefficient Secoon Siesmic forces Cale. by OmairJ Seismic base shear (Sect 12.8.1) Effective seismic weight of the structure Seismic response coefficient i Date 13/13/2021 Cs= 0.1191 W = 10.3 kips c. = 0.1191 Chk'd by Seismic base shear (Eq 12.8-1) v = c. x w = 1.2 kips Vertical distribution of seismic forces (Sect 12.8.3) Vertical distribution factor (Eq 12.8-12) Cvx = w, x hl I 2":(w1 x h;k) Lateral force induced at level i (Eq 12.8-11 ) Fx = Cvx x V Minimum diaphragm forces (Section 12.10.1.1) Date Calculated min. diaphragm force (Eq 12.10-1) Fpx = !:F; x Wpx / 1:Wi,(i=x ton) Fpxmin = 0.2 x Sos x le x Wpx Fpxmax = 0.4 x Sos x le x Wpx Vertical force distribution table ; Portion of effective Distribution Lateral Height seismic exponent Vertical force from base distributio Level to Level i weight related to n factor, induced at (ft), h, assigned building Cv, Level i to Level i period, k (kips), F, (kips), Wx 1 8.0; 10.3; 1.00; 1.000; 1.2 Job Ref. Sheet no./rev. 2 App'd by Date Weight Minimum tributary to diaphragm the diaphragm force at at Level i Level i (kips), Wp, (kips), Fpx ! f 10.3 1.6 Wind Force Calculation (TEKLA TEDDS) Project Andre's Residence WIND LOADING In accordance with ASCE7-16 Section Wind Force Cale. by Omair J Using the directional design method Building data Type of roof Length of building Width of building Height to eaves Pitch of roof Mean height General wind load requirements Basic wind speed Risk category Velocity pressure exponent coef (Table 26.6-1) Ground elevation above sea level Ground elevation factor Exposure category (cl 26.7.3) Enclosure classification (cl.26.12) Internal pressure coef +ve (Table 26.13-1) Internal pressure coef -ve (Table 26.13-1) Gust effect factor Minimum roof design wind load (cl.27.3.7) Minimum wall design wind load (cl.27.3.7) Topography Topography factor not significant Velocity pressure equation Velocity pressures table z (ft) 8.00 10.42 Peak velocity pressure for internal pressure Date 3/13/2021 Monoslope b = 21.20 ft d = 17.20 ft H = 8.00 ft uo = 8.0 deg h = 8.00 ft V = 96.0 mph II K.i = 0.85 Z91 =0 fl Chk'd by Date K. = exp(-0.0000362 x Zgi/1ft) = 1.00 B Enclosed buildings GCp1_p = 0.18 GCp1_n = -0.18 G, = 0.85 Pm.,_, = 8 psf Pn,1n_w = 16 psf Kzt = 1.0 q = 0.00256 x Kz x Kzt x Kd x V2 x 1 psf/mph2 K, (Table 26.10-1 ) q, (psf) 0.57 11.43 0.57 11.43 Peak velocity pressure -internal (as roof press.) q; = 11.43 psf Pressures and forces Net pressure Net force Roof load case 1 • Wind 0, GCp10.18, -Cpe Ref. Ext pressure Zone height coefficient c.,. (ft) A (-ve) 8.00 -0.90 p = q X Gt X Cpe · q1 X GCp1 Fw= p X Amt Peak velocity Net pressure pressure qp p (psf) (psf) 11.43 -10.80 Area A,.r (ft1) 85.63 Job Ref. Sheet no./rev. App'd by Date Tedds calculation version 2.1.02 Net force Fw (kips) -0.93 Project Job Ref. Andre's Residence Ref. Zone height (ft) B {-vc) 8.00 C (-ve) 8.00 D (-ve) 8.00 Total vertical net force Total horizontal netforce Section Wind Force Cale. by Omair J Ext. pressure coefficient ct>< -0.90 -0.50 -0.30 Walls load case 1 -Wind 0, GCp; 0.18, -c.,. Ref. Ext pressure Zone height coefficient Cp, (ft) A 8.00 0.80 B 8.00 -0.50 C 8.00 -0.70 D 8.00 -0.70 Overall loading Projected vertical plan area of wall Projected vertical area of roof Minimum overall horizontal loading Leeward net force Windward net force Overall horizontal loading Roof load case 2 • Wind 0, GCp1 -0.18, -oc.,. Ref. Ext pressure Zone height coefficient Cp, (ft) A (+ve) 8.00 -0.18 B (+ve) 8.00 -0.18 C (+ve) 8.00 -0.1 8 D (+vc) 8.00 -0.18 Total vertical net force Total horizontal net force Walls load case 2 -Wind 0, GCp1 -0.18, -0c.,. Ref. Ext pressure Zone height coefficient c"" (ft) A 8.00 0.80 B 8.00 -0.50 C 8.00 -0.70 i Date 13/13/2021 Chk'd by Peak ,1elocity Net pressure pressure Qp p (pst) (pst) 11 .43 -10.80 11.43 -6.92 11.43 -4.97 Fw.v = -3.13 kips Fw,h = -0.44 kips Peak velocity Net pressure pressure qp p (pst) (pst) I 1.43 5.72 11.43 -6.92 11.43 -8.86 11.43 -8.86 Avert_w_O = b X H = 169.60 ft2 Date Avort..r •. o = b x d x tan(ao) = 51.25 ft2 Sheet no./rev. 2 App'd by Date Area Net force Aref Fw (ft2) (kips) 85.63 -0.93 171.27 -1.18 25.69 -0. 13 Area Net force Arcf Fw (ft2) (kips) 169.60 0.97 220.85 -1.53 158.39 -1.40 158.39 -1.40 Fw,total_m., = Pmin_w X Avert_w_O + Pmtn_r x Avort_,_O = 3.12 kips F1 = Fw.we = -1.5 kips Fw "' Fw.wA = 1.0 kips Fw.101s1 = max(Fw • F1 + Fw.~. Fw,tota1_m1n) = 3.1 kips Peak velocity Net pressure Area Net force pressure qp p Arer F..- (psf) (psf) (ft2) (kips) 11.43 0.3 1 85 .63 O.Q3 11.43 0.31 85.63 0,03 11.43 0.31 171.27 0.05 11.43 0.31 25.69 0.01 F.,,v = 0.11 kips Fw,h = 0.02 kips Peak velocity Net pressure Area Net force pressure Qr p Arcr f w (pst) (psf) (ft2) (kips} 11.43 9.83 169.60 1.67 I 1.43 -2.80 220.85 -0.62 l 1.43 -4.74 J 58.39 -0.75 Project Job Ref. Andre's Residence Ref. Zone height (ft) D 8.00 Overall loading Section Wind Force Cale. by OmairJ Ext pressure coefficient c"" -0.70 Projected vertical plan area of wall Projected vertical area of roof Minimum overall horizontal loading Leeward net force Windward net force Overall horizontal loading Roof load case 3 -Wind 90, GCp1 0.18, -cpe Ref. Ext pressure Zone height coefficient Cp, (ft) A (-ve) 8.00 -0.90 B (-vc) 8.00 -0.90 C (-ve) 8.00 -0.50 D (-ve) 8.00 -0.30 Total vertical net force Total horizontal net force Walls load case 3 -Wind 90, GCpt 0.18, -Cpe Ref. Ext pressure Zone height coefficient Cp, (ft) A 10.42 0.80 B 8.00 -0.45 C 8.00 -0.70 D 8.00 -0.70 Overall loading Projected vertical plan area of wall Projected vertical area of roof Minimum overall horizontal loading Leeward net force Windward net force Overall horizontal loading Roof load case 4 • Wind 90, GCp1 -0.18, +cpe Sheet no.I rev. 3 i Date i 3/13/2021 Chk'd by Dale App'd by Date Peak ,1elocity Net pressure Area Net force pressure qp p A,,,, Fw (psf) (psf) (ft2) (kips) 11.43 -4.74 158.39 -0.75 Avort_w_O = b X H = 169.60 ft2 Avert_r_O = b X d X tan(ao) = 51.25 ft2 Fw,tot.al_mln = Pmin_w x Avert_w_o + Pmin_r X Avert_r_O = 3.12 kips F1 = Fw,we = -0.6 kips Fw = Fw,wA = 1.7 kips Fw.total = max(Fw -F, + Fw,h, Fw,tota1_m1n) = 3.1 kips Peak velocity Net pressure Area Net force pressure qp p Arer F.., (psf) {psf) {ft2) (kips) 11.43 -10.80 69.48 -0.75 1.1.43 -l0.80 69.48 -0.75 11.43 -6.92 138.95 -0.96 11.43 -4.97 90.32 -0.45 Fw,v = -2.88 kips Fw,h = 0.00 kips Peak velocity Nd pressure Area Net force pressure qp p A,., F,.. (psi) (psf) (ft2) (kips) 1.1.43 5.72 158.41 0.91 11.43 -6.46 158.39 -1.02 I 1.43 -8.86 169.60 -1.50 l 1.43 -8.86 220.85 -1.96 Avert_w_90 = d x (H + d x tan(o.o) / 2) = 158.39 ft2 AvertJ_90 = 0.00 ft2 Fw,total_mln = Pmin_w x A,ert__w_OO + Pmln_r x AvertJ_OO = 2.53 kips F1 = Fw.wB = -1.0 kips Fw = Fw,wA = 0.9 kips Fw,totnl = max(Fw • F1 + Fw.h, Fw,tolal __ min) = 2.5 kips Project Job Ref. Andre's Residence Ref. Zone height (ft) A (+ve) 8.00 B (+ve) 8.00 C (+ve) 8.00 D (+vc) 8.00 Total vertical net force Total horizontal net force Section Wind Force Cale. by OmairJ Ext pressure coefficient Cpc -0.18 -0.18 -0.18 -0.18 Walls load case 4 -Wind 90, GCp1 ..0.18, +cpe Ref. Ext pressure Zone height coefficient c.,. (ft) A .10.42 0.80 H 8.00 -0.45 C 8.00 -0.70 D 8.00 -0.70 Overall loading Projected vertical plan area of wall Projected vertical area of roof Minimum overall horizontal loading Leeward net force Windward net force Overall horizontal loading I !Date I 13113/2021 Chk'd by Date Peak velocity Net pressure Area pressure qp p A,.r (pst) (psf) (ft2) 11.43 0.3 1 69.48 11.43 0.31 69.48 11.43 0.31 138.95 11.43 0.3 1 90.32 Fw.v = 0.11 kips Fw.h = 0.00 kips Peak velocity Net pressure Area pressure qp p A,.r (psf) (psf) (ft2) I 1.43 9.83 l 58.41 11.43 -2.35 158.39 11 .43 -4.74 169.60 11 .43 -4.74 220.85 Avc,t,_w_90 = d X (H + d X tan{ao) I 2) = 158.39 ft2 Avort __ ,_90 = 0.00 ft2 Sheet no./rev. 4 App'd by Date Net force F,. (kips) 0.02 0.02 0.04 0.03 Net force Fw (kips) 1.56 -0.37 -0.80 -1 .05 Fw.lotal_m;o = Pm,n_w X Avert_w_OO + Pmin_r X Avort_,_90 = 2.53 kips F1 = Fw.we = ..0.4 kips Fw = Fw.wA = 1.6 kips Fw,total = max(Fw -F, + Fw,h, Fw,total_min) = 2.5 kips CALCULATION DUE TO LATERAL LOADS • LOADS • Estimated weight= 10.310 kips • Estimated Base Shear= 1.2 Kips • Wind Pressure= 11.43 Psf (use ASCE 07-16 minimum 16 Psf) • Wind X-direction (level-1) = 17.08ft x 8ft x 16 Psf = 2.2 kips • Wind Y-direction (level-1) = 21.16ft x 8ft x 16 Psf = 2.7 kips Governing Load: Siesmic is governing in our case • Diaphragm Check Wind Peak Pressure= 16Psf V dia.x (Wind) = 16Psf x 8ft = 128 Plf vdia.X (Siesmic) = 1200lbs/17.08ft = 70.25 Plf Vdiav (Siesmic) = 1200Ibs/21.16ft = 56.71 Plf Use 3/8" Sheathed Diaphragm with typ. 6d nailing & 6" nail spacing. Vallowable (Wind) = 520 (from SDPWS Table 4.2a) /2 = 260 Plf Va11owable (Siesmic) = 520 (from SDPWS Table 4.2a) /2 = 260 Plf So, 3/8" Sheathed Diaphragm with typ. 6d nailing & 6" nail spacing is Adequate. SHEAR WALL CALCULATION In X-Direction: • v,hear X-direction (level-1 ) • = 2.2 kips/2(no. of shear line)= l.lKips Level -1 = 5'-7" ( Critical Shear line on Grid -1) In Y-Direction: • v,hear Y-direction (level-1) • = 2.7kips/2(no. of shear line)= 1.35 Kips Level -1 = 8-1" ( Critical Shear line on grid-A) 2) Shear Wall Design Based On NDS-2015 (Tekla Tedds) Project Andrea's House Section Shear wall Cale. by Omair J WOOD SHEAR WALL DESIGN (NOS) i Date I 3/13/2021 ' Job Ref. Sheet no./rev. Chk'd by Date App'd by Date In accordance with NDS2015 load reduction factor design and the segmented shear wall method Panel details Structural I wood panel sheathing on both sides Panel height Panel length Total area of wall h = 8 ft b = 5.62 ft A = h X b = 40 ft2 w ............ ►.,::::·::::: Panel construction Nominal stud size Dressed stud size Cross-sectional area of studs Stud spacing Nominal end post size Dressed end post size Cross-sectional area of end posts Hole diameter Net cross-sectional area of end posts Nominal collector size Dressed collector size SeNice condition Temperature Vertical anchor stiffness co " ,.51 i ~;' .:,,:. N 0 r--; ◄••·••···• ... 5' 2" x6" 1.5" X 5.5" A.= 8.25 in2 s = 16 in 2 X 2" X 6" 2 X 1.5" X 5.5" A.= 16.5 in2 Dia= 1 in A.n = 13.5 in2 2 X 2" X 6" 2 X 1.5" X 5.5" Dry 100 degF or less ka = 30000 lb/in Tedds calculation version 1.2.02 J. Ch2 l J N 0 r--; ► Project Job Ref. Andrea's House Section Shear wall Cale. by OmairJ ! Date I I 3113/2021 Chk'd by Sheet no./rev. 2 Date App'd by Date From NOS Supplement Table 4B • Reference design values for visually graded Southern Pine dimension lumber (2" - 4" thick) Species. grade and size classification Specific gravity Tension parallel to grain Compression parallel to grain Modulus of elasticity Minimum modulus of elasticity Sheathing details Side 1 Sheathing material Fastener type Southern Pine, stud grade, 5"-6" wide G::: 0.55 F1 = 350 lb/in2 Fe = 800 lb/in2 E = 1300000 lb/in2 Em;n = 470000 lb/in2 3/8" wood panel structural I oriented strandboard sheathing 8d common nails at 4"centers From SDPWS Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls -Wood-based Panels Nominal unit shear capacity for seismic design Vs1 = 860 lb/ft Nominal unit shear capacity for wind design Vw1 = 1205 lb/ft Apparent shear wall shear stiffness Sheathing details Side 2 Sheathing material Fastener type Ga1 = 24 kips/in 5/16" wood panel structural I oriented strandboard sheathing 6d common nails at 3"centers From SDPWS Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls -Wood-based Panels Nominal unit shear capacity for seismic design Vs2 = 780 lb/ft Nominal unit shear capacity for wind design Vw2 = 1090 lb/ft Apparent shear wall shear stiffness Ga2 = 23 kips/in Combined unit shear capacities Combined nominal unit shear capacity for seismic design Vsc = max(2 x min(Vs1, Vs2), Vs1, Vs2) = 1560 lb/ft Combined nominal unit shear capacity for wind design Vwc = max(2 X min(Vw1, Vw2), Vw1, vw2) = 2180 lb/ft Combined apparent shear wall shear stiffness Gae = Ga1 + Ga2 = 47 kips/in Loading details Self weight of panel In plane wind load acting at head of panel Wind load serviceability factor From ASCE 7-10 -cl.2.3.2 Basic combinations Load combination no. 1 Load combination no.2 Load combination no.3 Load combination no.4 Load combination no.5 Adjustment factors Format conversion factor for tension -Table N1 S--1 ::: 12 lb/ft2 W = 1100 lbs fwseiv = 1.00 1.2D + 1.6(L, or S or R) + 0.5W 1.2D + W + Lt + 0.5(L, or Sor R) 1.2D + E + L1 + 0.2S 0.9D +W 0.9D + E KFt = 2.70 Project Andrea's House Section Shear wall Cale. by OmairJ i Date 13/13/2021 Format conversion factor for compression -Table N1 KFc = 2.40 Format conversion factor for modulus of elasticity-Table N1 KFE = 1.76 Resistance factor for tension -Table N2 $1 = 0.80 Resistance factor for compression -Table N2 $c = 0.90 Resistance factor for modulus of elasticity -Table N2 qi.= 0.85 Time effect factor -Table N3 '). = 1.00 Sheathing resistance factor Size factor for tension -Table 48 Size factor for compression -Table 4B Wet service factor for tension -Table 48 Wet service factor for compression -Table 4B $0 = 0.80 CF,= 1.00 CFc = 1.00 c~11 = 1.00 c~1c = 1.00 Wet service factor for modulus of elasticity -Table 48 Temperature factor for tension -Table 2.3.3 Temperature factor for compression -Table 2.3.3 CME= 1.00 Cn = 1.00 C1c = 1.00 Temperature factor for modulus of elasticity -Table 2.3.3 Incising factor -cl.4.3.8 CtE = 1.00 C;= 1.00 Cr= 1.00 Job Ref. Sheet no./rev. 3 Chk'd by Date App'd by Buckling stiffness factor -cl.4.4.2 Adjusted modulus of elasticity Critical buckling design value Reference compression design value For sawn lumber Emin' = Em;n x KFe x $, x CME x C1E x C1 x Cr = 705000 psi Fee = 0.822 x Em;,,'/ (h / d)2 = 1902 psi Fe' = Fe x KFc x q>c x ). x CMc x Ctc x CFc x C1 = 1728 psi C = 0.8 Date Column stability factor -eqn.3.7-1 CP = (1 + (FcE /Fe•))/ (2 x c) -✓([(1 + (FcE /Fe•))/ (2 x c)]2 -(FcE / Fe•)/ c) = 0.72 From SDPWS Table 4.3.4 Maximum Shear Wall Aspect Ratios Maximum shear wall aspect ratio 3.5 Shear wall length Shear wall aspect ratio Segmented shear wall capacity Maximum shear force under wind loading Shear capacity for wind loading Chord capacity for chords 1 and 2 Shear wall aspect ratio load combination 4 Shear force for maximum tension Axial force for maximum tension b=5 ft h I b = 1.6 Vw_max = W = 1.1 kips Vw = q,o x Vwc x b = 8.72 kips Vw_max/Vw=0.126 PASS -Shear capacity for wind load exceeds maximum shear force h / b = 1.6 V=W=1.1kips P = (0.9 x Swi x h) x s / 2 = o.osa kips Project Job Ref. Andrea's House Maximum tensile force in chord Maximum applied tensile stress Design tensile stress Load combination 2 Section Shear wall Cale. by OmairJ Shear force for maximum compression Axial force for maximum compression Maximum compressive force in chord Maximum applied compressive stress Design compressive stress Date 3/13/2021 Chk'd by T = V x h / (b)-P = 1.702 kips ft = T I A..n = 126 lb/in2 Date Sheet no./rev. 4 App'd by Ft' = Ft. x KFt x 4>t x ;,., x CMt x Cn x CFt x C; = 756 lb/in2 ftl Ft'= 0.167 Date PASS • Design tensile stress exceeds maximum applied tensile stress V=W=1.1 kips P = (1 .2 x Swt x h) x s / 2 = 0.077 kips C = V x h / (b) + P = 1.837 kips fc = C I A,, = 111 lb/in2 Fe'= Fe x KFc x q>c x Ax CMc x Ctc X CFc x C; x Cp = 1250 lb/in2 fc I Fe' = 0.089 PASS -Design compressive stress exceeds maximum applied compressive stress Hold down force Chord 1 Chord 2 Wind load deflection Design shear force Deflection limit Induced unit shear Anchor tension force Shear wall deflection -Eqn. 4.3-1 T1 = 1.702 kips T2 = 1.702 kips Vow= fwserv x W = 1.1 kips 6w_a11ow= h / 400 = 0.24 in V&,, = Viw/ I b = 220 lb/ft Tl\= max(0 kipS,Vl\w x h • 0.6 x (D + Swt x h) x s / 2) = 1.722 kips lisw,i = 2 X V&w X h3 / (3 X E X Ae X b) + Vow X h /(Gae)+ h X TJ / (ka X b) = 0.138 in 6sww / Aw_a11ow = 0.57 4 PASS -Shear wall deflection is less than deflection limit Project Andrea's House Section Shear wall-Grid Line A Cale. by OmairJ WOOD SHEAR WALL DESIGN (NOS) jDate [3/13/2021 Job Ref. Sheet no./rev. Chk'd by Date App'd by Date In accordance with NDS2015 load reduction factor design and the segmented shear wall method Panel details Structural I wood panel sheathing on both sides Panel height Panel length Total area of wall Panel construction Nominal stud size Dressed stud size Cross-sectional area of studs Stud spacing Nominal end post size Dressed end post size Cross-sectional area of end posts Hole diameter Net cross-sectional area of end posts Nominal collector size Dressed collector size Service condition Temperature Vertical anchor stiffness w en ~ .... ◄ h = 8 ft b = 8.08 ft A = h X b = 64.64 ft2 8' 0.96" 2" x4" 1.5" X 3.5" A,= 5.25 in2 s = 16 in 2 X 2" X 4" 2 X 1.5" X 3.5" A,,= 10.5 in2 Dia = 1 in A.n = 7.5 in2 2 X 2" X 4" 2 X 1,5" X 3,5" Dry 100 degF or less ka = 30000 lb/in Tedds calculation version 1.2.02 From NOS Supplement Table 4A • Reference design values for visually graded dimension lumber (2" • 4" thick) Species. grade and size classification Douglas Fir-Larch, stud grade, 2" & wider Specific gravity Tension parallel to grain Compression parallel to grain Modulus of elasticity Minimum modulus of elasticity Project Andrea's House Section Shear wall-Grid Line A Cale. by OmairJ Date 3/13/2021 G = 0.50 F1 = 450 lb/in2 Fe = 850 lb/in2 Chk'd by E = 1400000 lb/in2 E min = 510000 lb/in2 Job Ref. Sheet no.lrev. 2 Date App'd by Date Sheathing details Side 1 Sheathing material Fastener type 3/8" wood panel structural I oriented strandboard sheathing 8d common nails at 4"centers From SDPWS Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls • Wood-based Panels Nominal unit shear capacity for seismic design Vs1 = 860 lb/ft Nominal unit shear capacity for wind design Vw1 = 1205 lb/ft Apparent shear wall shear stiffness Sheathing details Side 2 Sheathing material Fastener type Ga1 = 24 kips/in 5/16" wood panel structural I oriented strandboard sheathing 6d common nails at 3"centers From SDPWS Table 4.3A Nominal Unit Shear Capacities for Wood-Frame Shear Walls • Wood-based Panels Nominal unit shear capacity for seismic design Vs2 = 780 lb/ft Nominal unit shear capacity for wind design Vw2 = 1090 lb/ft Apparent shear wall shear stiffness Ga2 = 23 kips/in Combined unit shear capacities Combined nominal unit shear capacity for seismic design Vsc = max(2 x min(Vs1, Vs2), Vs1, Vs2) = 1560 lb/ft Combined nominal unit shear capacity for wind design Vwc = max(2 X min(vw,, Vw2), Vw1 , Vw2) = 2180 lb/ft Combined apparent shear wall shear stiffness Gae = Ga1 + Ga2 = 47 kips/in Loading details Self weight of panel In plane wind load acting at head of panel Wind load serviceability factor From ASCE 7-10 -cl.2.3.2 Basic combinations Load combination no.1 Load combination no.2 Load combination no.3 Load combination no.4 Load combination no.5 Adjustment factors Format conversion factor for tension -Table N1 $.,.. = 12 lb/ft2 W = 1350 lbs fw•erv = 1.00 1.2D + 1.6(L, or S or R) + 0.SW 1.2D + W + Lr+ 0.5(L, or S or R) 1.20 + E + L1 + 0.2S 0.9D+W 0.9D + E KFt = 2.70 Format conversion factor for compression -Table N1 KFc = 2.40 Format conversion factor for modulus of elasticity -Table N1 KFE = 1.76 Project Andrea's House Section Shear wall-Grid Line A Cale. by OmairJ Resistance factor for tension -Table N2 Resistance factor for compression -Table N2 ! Date I 3/13/2021 $t = 0.80 cj>c = 0.90 Resistance factor for modulus of elasticity-Table N2 Time effect factor -Table N3 Sheathing resistance factor Size factor for tension -Table 4A Size factor for compression -Table 4A cl>•= 0.85 "-= 1.00 cj>o = 0.80 CFt = 1.10 CFc = 1.05 Wet service factor for tension -Table 4A CM1 = 1.00 Wet service factor for compression -Table 4A CMc = 1.00 Wet service factor for modulus of elasticity-Table 4A Temperature factor for tension -Table 2.3.3 Temperature factor for compression -Table 2.3.3 CME= 1.00 Cu= 1.00 C1c = 1.00 Temperature factor for modulus of elasticity -Table 2.3.3 Incising factor -cl.4.3.8 Cte = 1.00 C; = 1.00 CT= 1.00 Job Ref. Sheet no./rev. 3 Chk'd by Date App'd by Buckling stiffness factor -cl.4.4.2 Adjusted modulus of elasticity Critical buckling design value Reference compression design value For sawn lumber Em1n' = Emm x KFE x cj>s x CME x Cte x C1 x CT = 765000 psi Fee = 0.822 x Em1n' / (h I d)2 = 836 psi Fe' = Fe x KFc x cj>c x Ax CMc x Ctc x CFc x C1 = 1928 psi c= 0.8 Date Column stability factor -eqn.3.7-1 CP = (1 +(Fee / Fe•))/ (2 x c)-✓([(1 +(Fee / Fe'))/ (2 x c)]2 -(Fee / Fe•)/ c) = 0.39 From SDPWS Table 4.3.4 Maximum Shear Wall Aspect Ratios Maximum shear wall aspect ratio 3.5 Shear wall length b = 8.08 ft Shear wall aspect ratio Segmented shear wall capacity Maximum shear force under wind loading Shear capacity for wind loading Chord capacity for chords 1 and 2 Shear wall aspect ratio Load combination 4 Shear force for maximum tension Axial force for maximum tension Maximum tensile force in chord Maximum applied tensile stress Design tensile stress h / b = 0.99 Vw_max = W = 1.35 kips Vw = 4>o x Vwc x b = 14.092 kips Vw_max / Vw = 0.096 PASS -Shear capacity for wind load exceeds maximum shear force h / b = 0.99 V = W = 1.35 kips P = (0.9 x Sw1 x h) x s / 2 = 0.058 kips T = V x h / (b)-P = 1.279 kips ft = T I A,,n = 171 lb/in2 Ft'= Ft x KFt x $1 x Ax CMt x Cu x CFt x C; = 1069 lb/in2 ft I Ft'= 0.160 Project Job Ref. Andrea's House Section Shear wall-Grid Line A Sheet no./rev. 4 Load combination 2 Cale. by OmairJ Shear force for maximum compression Axial force for maximum compression Maximum compressive force in chord Maximum applied compressive stress Design compressive stress I Date ! 3/13/2021 Chk'd by Date App'd by Date PASS -Design tensile stress exceeds maximum applied tensile stress V = W = 1.35 kips P = (1.2 x Sw1 x h) x s / 2 = 0.077 kips C = V x h / (b) + P = 1.413 kips fc =CI A,,= 135 lb/in2 Fc' = Fe X KFc X 4>c X AX c~1c X Ctc X CFc X Ci X Cp = 743 lb/in2 fc/Fc'=0.181 PASS -Design compressive stress exceeds maximum applied compressive stress Hold down force Chord 1 Chord 2 Wind load deflection Design shear force Deflection limit Induced unit shear Anchor tension force Shear wall deflection -Eqn. 4.3-1 T1 = 1.279 kips T2 = 1.279 kips Vow = fwserv x W = 1.35 kips l\w_atiow= h / 400 = 0.24 in Vow= Vow/ b = 167.08 lb/ft T6 = max(0 kipS,Vbw x h -0.6 x (D + Swi x h) x s / 2) = 1.298 kips Osww = 2 x Vow x h3 / (3 x Ex A,, x b) + V6w x h /(Gae)+ h x T0 I (ka x b) = 0.077 in Osww / llw_allow = 0.321 PASS • Shear waif deflection is fess than deflection limit 3) Roof Rafter & Roof Joists MEMBER REPORT Level, Roof: Rafter 1 plece(s) 2 x 8 Douglas Fir-Larch No. 1@ 16" OC Sloped Length: 18' S/16H 12 21 17' 2 3/3' III All locations are measured from the outside face of left support (or left cantilever end), All dimensions are horizontal. Design ReSvlts . -... .......... -· -. LDF t.oecll COIHbinatiqh (htlil,m) ' Member Reaction (lbs) 381 @ 2 1/2" 3281 (3.50") Passed (12%) .. 1.0 D + 1.0 S (All Spans) Shear (lbs) 343@ 10 5/8" 1501 Passed {23%) 1.15 1.0 D + LOS (All Spans) Moment (Ft-lbs) 1617@ 8' 10 11/16" 1738 Passed (93%) ' 1.15 1.0 D + 1.0 S (All Spans) Live Load Def!. (in) 0.693@ 8' 10 11/16» 0.880 Passed (L/305) ' .. 1.0 D + 1.0 S (All Spans} Total Load DefL (in) 1.114@ 8' 10 11/16" 1.174 Passed (L/190) i -1.0 D + 1.0 S (All Spans) • Dcflcct1on critena: LL (L/240) and TL (L/180). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • AppliG1ble calculations are based on NDS. .............. ...... ..... _(lbs) supports T-Av.hble ---T-• ... . 1 -Beveled Plate -OF 3.50" 3.50" 1.50" 14' 237 381 Blocking 2 -Beveled Plate -OF 3.50" 3.50" 1.50" 144 237 381 Blocking • Blocking Panels are assumed to car,y oo loads applie<l directly above them a11d the full load 1s applied ID the member being designed, lateral Bracing .. __ .. -. Top Edge (Lu) 3' 10" o/c Bottom Edge (Lu) 18' 0/C •Ma,omum allowable bradllg 1111:ervals based on applied load. . . .. -. -. •· Vertical Load • . LoOl"°"(Sklel ......... (0.90} , , (1,15) ,' -. I -Uniform ( PSF) 0 to 17' 9 3/8" l6" 11,0 20.0 Default Load -r11a1111-Notes PASSED 0 Member Length : 18' 1 9/16" System : Roof Member Type : Joist Building use : Residential Buiidlng Code: IBC 2018 Design Methodology : ASD Member pitch: 2/12 Weyerhaeuser wan ants that the siling of its pwducts will be in accordanre With Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly d!scialms any other warranties r.>Jated to the software. use of thiS software is not intended to circumvent the Med fur a design professional as determined by the authority havlng jurisdiction. The designer of record, builder or frart'lef' is responsible to assure that this cak:ulat,on is cornpatlble with the overall project. Accessones {Rim Board, Blocking Panels and .squash Blocks) are not designed by this software. Prodoas manufactured at Weyerhaeuser facilities are third-party certtfted to MJstainab~ forestry standards. Weyerhaeuser Engmeered Lumber Products have been evaluated by ICC-ES under eva!uatmn reports ESR-1153 and ESR-1387 and/or testt."d 111 ilCCOfdarw:e with applicable ASTM standards. r-or currt.>nt code eva!uatloo reports, Wey<.>rhaeuser product literature and instaflatfon details refer to www.weyerhaeoser.comfwoodproducts/document-11brarv, The product apµ·icat10n, input design loads, d1tm!nsio11s and support ,nformation have been provided by mairu ForteWEB Software Operator omalr individual 923335188006 mairu834@gmail.com )Ob Notes A 3/14/2021 2:33:49 PM UTC ForteWEB v3.1, Engine: V8,L6,2, Data• V8.0,l.0 File Name; Andrea's house Pagel/! MEMBER REPORT Level, Roof: Joist PASSED 1 piece(s) 2 x 6 Douglas Fir-Larch No. 1@ 16" oc Overall length: 17' 9 3/8" 0 [j] All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal, I Design Results. ·· Actuat o: t:.oc:.uon ' --I LOF t.oad: eo.nblnetlon (l'atlilrn) ' System : Floor Member Reaction (lbs) 70 @ 2 1/2" 2109 (2.25") Passed (3%) ' .. 1.0 D (All Spans) ' Shear (lbs) 65@9" 891 Passed {7%) I 0.90 1.0 D (All Spans) Moment (Ft-lbs) 302@ 8' 10 11/16" 848 Passed (36%) I 0.90 1.0 D (All Spans) Live Load Def!. (in) 0.000 @ 1 1/4~ 0.579 Passed ( L/999+) ! .. 1.0 D (All Spans) Total Load Deft. (in) 0.463@ 8' 10 11/16" 0.868 Passed (l/450) I .. 1.0 D (All Spans) TJ~ProT"' Rating N/A N/A N/A ' .. N/A ' • Deflection cntena: LL (L/360) and TL (L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. • A 15% increase in the moment capacity has been added to account for repetitive member usage. • Apphcable calrulabons are based on NDS. • No composite actton between deck and Joist was considered in analysis. ' ' ' _ .. ...,_ ' ' ' ' ........ ._ ' ('""l .• ' Supports . '' ' -..,.~. RwqltiNld -· T-Ace ffl[$ 1 -Stud wall -DF 3.50" 2,25" LSD" 71 71 l 1W Rim Board 2 -Stud wall• DF 3.50" 2.25" LSO" 71 71 l l/4" Rim Board • Rim Board 1s assumed to carry all loads applied directly above it, bypassing the member being designed. Lateral lltlldng -.. -.....,_ . Top Edge (Lu) 17' 7" o/c Bottom Edge (Lu) 17' r o/c •Ma,omum allowable braang intervals based on appFled load . ' •• ' -Vertical ·IJ:lad '' .-.c-'·-{0.00) -1 -Uniform (PSF) 0 to 17' 9 3/8" 16" 6.0 Default Load ' ' Member Type : Joist Buikllng Use : Residential Bui!ding Code : IBC 2018 Design Methodology : ASD Weyerhaeuser warrants that the saing of its products wiN be 1n accordance with Weyerhaeuser product de!ilgn cntena and published de51gn values. Weyerhaeuser expressly disclaims any other warranties related to the soft.ware. Use of thi!: software Is not Intended to circumvent the need for a de\,lgn professional as determined by the authority having jurisdiction. The designer of record, builder or framer !s responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, 51ockmg Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are thir(l.party CC!ftifiro to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR·ll53 and ESR· 1387 and/or tested In accordance with applicable ASTM standards. f'or current code evaluation reports, Weyertlaeuser product Hterature and installation detail$ !'€fer to www. weyerhaeuser.comfwoodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by rnairu : FC>lttW£B Software Operator """" individual 923335188006 malru834@gmail.com Job Notes 3/14/2021 2:36:47 PM UTC ForteWEB v3.!, Engine: VB.1.6.2, Data: VB.0.LO File Name: Andrea's house Pagel/I STORM WATER POLLUTIQN PREVENTION NOTES 1. ALL NECESSARY EQUIPl,£NT AIIO MATERJ.11.S SHALL BE AVAILA8l£ ON SITE TO FACILITATE RA!'10 INSTAI.LATION OF EROSION AND SEDIMENT CONTROL 8MPs Hff RAH IS El.llNENT. 2. THE OIINER/CONTRACTOR SHALL RESTORE ALL EROSl<IN CONTROL DE\ICES TO \lllRKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PROOOCIIIG RAINFALL :i THE OIINER/CONTRACTOR SHALL INSTALL AlllllllONAI. EROSI-ON CONTROL MEASURES AS MAY BE REQIJIRED BY THE CITY INSPECTOR DUE TO INCOMPl£TE GRADING OPERATIONS 00 UNFOR!:SEEN CIRCUMSTANCES l\lilCH MAY ARISE. 4. ALL REMOV,181£ PROTECTI\E'. DE\1CES SHALL BE IN PLACE AT THE mo OF EACH lo!lRKING DAY Hff THE Flit: (5) DAY ~ PROBASIUTY FORECAST EXCEEDS FORTY PE¢!.'NT (~. SILT AIIO OlliER DEBRIS SHALL BE REMOVED AFTER EACH -ALL 5. ALL GRA\E'.L BAGS SHALL CONTAIN 3/4 INCH MINIMtJII AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AIIO PERlll£TER PROTECTION BEST MANAGEMENT PRACTICE MEASUR£S MUST BE INSTALLEO AND MAINT.IJHID. 7. THE CITY INSPECTOR SHAI.L HAit: THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFOR!: CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULITIONS. OWNl!R~ Cl!RTIFICATI!: I UNDERSTAND ANO ACIOtOIIUllGE ll<AT I MOOT: (t) M't.EMl'lff BEST MANAGEMENT PRACTICES (811'S) 0URm COlfflRUCTION ACTI~TIES TO 1H£ IIAlCMIJM EX!ENT PRACIICABL.E 10 AWi> 1H£ MOIIIUZA11011 OF PIX.LUTANTS SUO, AS SEDIMENT ANO lll AYCAO Tt£ Eil'OSURE OF SlllRII WATER 10 CONSTRUCllON RELATID PIX.LUTANTS; ANO (2) AIJHERE 10, ANO AT ~ TIMES. C<M'I.Y 11111 1ltS QTY APPR0'IED TIER 1 CDNSTRUC11011 -lHROOGfOOT Tt£ DU!IA11011 OF Tt£ CONS11!UCTION ACTM1\ES Ultlll Tt£ CONSIRUC1IOII MlRI< ~ COMPl.ETE ANO N'PR<M'II BY l!\E QTY OF CARLS8All. J1rn Ach2.1__ , ....... ' 1,1,IUC' {2A. ,GEN'iC niiiiriucri Miiiii:iS'c •~T ,,..:..._ ~. ""' ,, 7 # cJ. ,? -;} l u(SiCAAll!RE) ----mr E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP BEST MANAGEMENT PRACTICl!S (6Mf)SELECTION TASlE ....,.,_ -C.,,0-T---WNllt Mlnlglmlntllld Mlllllrilll _,,__ -°'""'"""' --,, 8 I f !1 i ti 8 l 8 i sj I 11 ·! I i ~ ~ i t ~ BeetMa_,..,iP!adlce" ... I!' ! t .§ .§ ,I j if ill~ (BMP)Deooriplion ➔ f i 11 ! I Ii m @Ii I' Ii s· s. I Ii' l!i'B ff .J! ... ii Ji .l:E l 1 l ~ ~ 1 t. J l.e ,!I i I~ lli ts "''" CASQA-➔ ~ ~ ~ ~ ~ ~ T "I ~ ~ ., 5! 7 N ~ ~ ~ i • * • • • l ill ill I -~£. 1H 1H l!E l!E K Gralln -' T-·~ , s -oll!lowcu " .I< Concrete Flotworlc ... • Pom•~ . . ~ '" , stucco " I l WOllt DI V VIY ... , .. Down A ... v ., ' t F Un~t 0-1 Site-... Dirt -hllllructlonE I. C1leck tho bo, to the I.« of al aojllcoble -actMy (first column) lllfl<Cled to occur ~ contlroctlon. t Located a1on<1 tho too of tho BIi' Tnl>le ~ a lot of Bll''e with It'• """"°"""11 -Stormwote< Olality ••f= (CASQA) dellgna!lon IIIJfflb«. Cllooo< ,.. or more !1Fi )tl'IJ lnlend ~ u• tbrlnQ conttrucUon from the hl Chock the boi where the chosen octhfty row In with the N cokimn. 3, Refer to UMi CASQA conatructlon haffd>ook for tiformatlon ond dttoh of tnt dto111tn BW'• and how to apply them to the l)fOject. PROJECT INFORMATION site-... , zq7 fl"e/r~. Ar~ A_., Pore,! Numbr. c'l0"7 -J,.,l,2-J/•CX• Em-.,ncy Can\act: N""E .Jp,;h &ss 24_Ph_ Jo&.:J,iJf'. /lf(;, Page 1 of 1 Conebuctlon Threat to Storm Water QuaNt.y (C11eck Boll) 0lt£lllllt ~LOW ~r 1,. 'f I REV 11/17 (__ City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool ..o If an item in the checklist is deemed to be not applicable to a proJect, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official ..o Details on CAP ordinance requirements are available on the city's website ..o A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and download the latest form. Project Name/Building Permit No.: Property Address/APN Applicant Name/Co.: Andrea's House 207-120-11-00 Damaris Rincon BP No.: PC.-2021-00 llD Applicant Address: 3975 Camino de la Plz., Ste 208 #1120, San Ysidro CA 92173 ,,.·~----·· Contact Phone: 619 419 9433 contact Email damaris.rincon@outlook.com Contact information of person completing this checklist (if different than above): Name: Company name/address: Applicant Signature: Fn E-,r•7 B-50 Contact Phone: Contact Email: Date 04/05/2021 Page 1 of 6 Revised 06/18 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your proJect. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet:$ ______ _ I!] Residential 0 New construction 0 Additions and alterations: □ BPV < S60,000 0 BPV ~ $60.000 □ Electrical service panel upgrade only □ BPV ~ $200,000 D Nonresidential □ New construction □ Alterations: D BPV ~ $200.000 or additions~ 1,000 square feel □ BPV ~ $1,000,000 □ ~ 2,000 sq. ft. new roof addition 1. Energy Efficiency A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use NIA 1A, 4A 1A, 4A' 18, 2B, 3B, 4A NIA 4A 1 B, 4A' 1 B, 2B, 3B, 4B and 5 1B, 5 1 B, 2B, 5 28, 5 All residential additions and alterations 1-2 family dwellings and townhouses with attached garages only 'Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Building alterations of ~ 75% existing gross floor area 1 B also applies if BPV ~ $200,000 Please refer to Carlsbad Municipal Code (CMG) sections 1821.155 and 18.30.190, and the California Green Building Standards Code (CAL Green) for more infonnation when completing this section A [!l Residential addition or alteration~ $60,000 building permit valuation. 0 NIA ________ _ See CMC section 18,30, 190, D Exception: Home energy score ~ 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements I!) Before 1978 Select one: □ Duct sealina [I Attic insulation □ Cool roof □ Attic insulation □ 1978 and later Select one: □ Lighting package □ Water heating Package □ Between 1978 and 1991 I Select one: □ Duct sealing □Attic insulation □Cool roof ' Select one: D 1992 and later I □ Lighting package □Water heating package B. D Nonresidential' new construction or alterations~ $200,000 building permit valuation, or additions ~ 1,000 square feet 0 NIA l lpdalL'J 8/15:'2019 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2 -Energy Efficiency. A5.203.1.1 Choose one a .1 Outdoor lighting □ .2 Warehouse dock seal doors IJ .3 Restaurant se1Vice water healing (comply v.lh California Energy Code section 140.5. as amended) El NIA ________ _ □ .4 Daylight design PAFs □ .5 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: D 95 Energy budget D 90 Energy budget El NIA A5.211.1" D On-site renewable energy 0 NIA A5.2113" D Green power (if offered by local utility provider, 50% minimum renewable sources) □ N/A A5.212.1 D Elevators and escalators 0 NIA A5.213.1 D Steel framing El N/A • Includes hotels/motels and high-rise residential buildings "For alterations~ $1,000,000 BPV and affecting > 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comp~ with CMC 18.30.130 instead. 2. Photovoltaic Systems A. I!] Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(6) (high-rise residential) or 18.30.170(6) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc' sheets if necessary) ~[/) \ \o ~7-1 Total System Size: In.,,.,., I I kWdc ---··--. kWdc = (CFAx.572) / 1,000 + (115 x #d.u.) 'Formula calculation where CFA = conditional floor area. #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain Exception □ □ □ □ B. D Nonresidential new construction or alterations ~$1,000,000 BPVand affecting ~75% existing floor area, or addition that increases roof area by ~2,000 square feel Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the following methods· □ Gross Floor Area (GFA) Method GFA Olf < 10,000s.f. Enter: 5 kWdc Min. System Size: □If~ 10,000s.f_ calculate 15 kWdc x (GFA/10,000) •• kWdc .. Round building size factor to nearest tenth, and round system size to nearest whole number. □ Time-Dependent Valuation Method l 'rxlatcd 8i I 5/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:*" ______ x .80= Min. system size: ____ _ kWdc *"Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating ---------- A. [!] Residential and hotel/motel new construction Please refer to CMG sections 18.30.150 and 18.30.170when completing this section. [!] For systems serving individual dwelling units choose one: El Heat pump water heater ANO Compact hot water distribution ANO Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMG section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either 60 solar savings fraction or 40 s.f. solar collectors 0 Exception: 0 For systems serving multiple dwelling units, install a central water-heating system with all of the following: 0 Gas or propane water heating system O Recirculation system per CMG 18.30.150(8) (high-rise residential, hotel/motel) or CMG 18.30.170(8) (low- rise residential) 0 Solar water heating system that is either: □ .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery D Exception: B. 0 Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section. ------------□ Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltaics D Recovered energy □Water heating system is (choose one): □ Heat pump water heater □ Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: l J rdatcd 8/15/2019 4 City of Carlsbad Climate Action Plan Consistency Checklist A. JL::,._,.esidential New construction and major alterations• Please refer to Carlsbad Ordinance CMC section 18.21.140 when completin this section. ne and two-family residential dwelling or townhouse with attached gara e: ne EVSE Ready parking space required Exception : Total Parking Spaces Proposed Capable Ready D Exception : EVSE Spaces Installed Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces -EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") Total 'Ma1or alterations are (1) for one and two-family dwellings and townhouses 111th attached garages, alterations have a building permit valuation~ $60.000 or in dude an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B D Nonresidential new construction (includes hotels/motels) D Exception · Total Parking Spaces EVSE Spaces Proposed Capable I Readv i Installed I Total I I I Calculation Refer to the table below Total Number of Parkino Spaces provided Number of reouired EV Spaces Number of reouired EVSE Installed Spaces □ 0-9 1 1 □ 10-25 2 1 □ 26-50 4 2 □ 51-75 6 3 □ 76-100 9 5 □ 101-150 12 6 □ 151-200 17 9 17 201 and over 10 percent of total 50 =rcent of Required EV Snoces ! lpJak:d 8/J5i2019 5 City of Carlsbad Climate Action Plan Consistency Checklist 5. 0 Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonres1denlial projects that meet a threshold of employeeiJenerated ADT Crty staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your permit. staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Office (all), 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual. t(J'Edition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to calculate employee ADT , Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the Crty of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature "En li?,'f,-7 Date 04/05/2021 Person other than Applicant to be contacted for TOM compliance (if applicable): Name (Printed) James Achey Phone Number 541 219 6480 Email Address calibrasd@icloud.com {lpdated 8/15/2019 6