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Home My WebLink About2631 GALICIA WAY; ; CBR2022-2472; PermitBuilding Permit Finaled Print Date: 02/20/2024 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2631 GALICIA WAY, BLDG-Residential 2161803300 $94,157.46 Residential Permit CARLSBAD, CA 92009-8125 Work Class: Addition Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: (cityof Carlsbad Permit No: CBR2022-2472 Status: Closed -Finaled Applied: 07/11/2022 Issued: 02/28/2023 Finaled Close Out: 02/20/2024 Final Inspection: 01/02/2024 INSPECTOR: Renfro, Chris Alvarado, Tony Description: DOUGHTERY: 488 SF ADDITION// 246 SF KITCHEN AND DINING ROOM REMODEL Applicant: Property Owner: PERMITS IN MOTION TERRY MONTELLO 415 60TH ST CO-OWNERS DOUGHERTY MICHAEL LAND SHANNON C SAN DEIGO, CA 92115 (619) 994-5557 FEE BUILDING PLAN CHECK 2631 GALICIA WAY CARLSBAD, CA 92009-8125 BUILDING PLAN REVIEW-MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $2,400.54 Total Payments To Date: $2,400.54 Contractor: MARROKAL DESIGN AND REMODELING LLC 9842 RIVER ST LAKESIDE, CA 92040-3114 (619) 441-9300 Balance Due: AMOUNT $755.30 $194.00 $98.00 $175.00 $4.00 $1,162.00 $12.24 $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, revtew, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560f I www.carlsbadca.gov (Cityof Carlsbad RESIDENTIAL BUILDING PERMIT APP LI CATION 8-1 Plan Check Est. Value PC Deposit Date Job Address Z..lo 3\ G~\; C •. V\ WCy.,,1. , f CT/Project #: _________________ Lot #: ____ Year Built: ________ _ BRIEF DESCRIPTION OF WORK: Is this to create an Accessory Dwelling Unit? O V O N New Fireplace? O YO N, if yes how many? ___ _ D Remodel: _____ SF of affected area Is the area a conversion or change of use? 0 YO N □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _ 0Solar: ___ KW, ___ Modules, Mounted:0RoofOGround, Tilt: 0Y0 N, RMA:OY ON, Battery:OVO N, Panel Upgrade: Ov ON Electric Meter number: ------------ 0th er: PRIMARY APPLICANT PROPERTY OWNER Na me: ·, :f.,yl/ Yy: Y\ 0:1) .1--p \Q Address: l\,7 \$ loe?::': Si.- Name: K~ \L.e (' S'or,, iy}Vl Q '{) ll), )fJV\K-1:: \.4: Address: l..-lt>-⇒\ Gs ~ .\ c ( 0 s X,.u4 City: '::)\) State: 919: Phone: Lt \l-i ~&:) -y5·3v, Zip: g--z 115 City: Cb« \';?hG J State:CA..Ci Zip: 97wcf Phone: __________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: :A-tfyu, C\ :-> C (>/}.\..vscl-s,X Business Name: ~ Cs« yQv'. y \ ])-Eh, 6vJ 1 • QC'aO:J O cl.:r I Address:________________ Address: lj '64]. Y•'>IR v 5,._ City: _______ State: ___ Zip:____ City: lC:i:«-'\'C,.~::R, State: QA Zip: 9::?94 () Phone: Phone: lp ~~ -4 4 \ -vt3Qo Email: Email: _________________ _ Architect State License: __________ _ CSLB License#:\{) )o I l Gr Class:_~;;a...... ____ _ Carlsbad Business License# (Required): _______ _ APPLICANT CERT/FICA T/ON: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I agree to comply with of/ City ordinances and State laws relating to building constSrulcGtioNn~· _! / ~ NAME (PRINT): J oM,014 p1 ,, nu:YJ _,._....,4,J..,.J ..... ~/ ..... __ -+-____ OATE: 1 / ii f-2.0-z~ 1635 F.iraday Ave Carlsbad~CA 92008 I Ph: 442-339-2719 Email: B~ildinkcarlsbadca.gov REV. 04/22 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM 15 AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER 15 REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSectionlOOO)ofDivision3 of the Business and Professions Code, and my license is in fut I force and effect. I also affirm under penalty of perjury one of the following declarations {CHOOSE ONE): DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No. ___________________________________________ _ -OR- O I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for tr performance of the work _for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: -Ve,.., e,..5t ff e.t{v\• -e,., .11... Policy No. 7 (,p DCX, Z:;2 0::::::Z. I ·--z.. 21 Expiration Date: 6 I / (;) \ / --z..0-2.3 -0~ / 7 D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender'sName: _______________________ Lender'sAddress: _______________________ _ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially e,isting detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): k-?Yvc½:¼ 41 ~>ro SIGNATURE: __ ---{1 ___ _.4 ......... L::: ____ DATE:_1-+/_1-+1 /""""1,0_--z;_-:-L---__ Note: If the person signing above is an authorized agent for the contra "d er of authorization on contractor letterhead. T 1 . -OR- (OPTION B): OWNER-BUILDER DECLARATION: J 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 builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- 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). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61. "Owner Builder Acknowledgement and Verification Form" is required for any permit i5sued to a property owner Bv my signature below l acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the ,mproven1ents covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law, Section 7044 of the Business and Prof essionsCode, is available upon request when thisopplication is submitted orat the following Web site: http:!fwww./eg/nfo.ca.gov!calaw.html. OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modilicaf,ons and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of: the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): SIGN: ___________ DATE: ______ _ Note: If the erson si nin above is an authoriied a ent for the ro ert owner include form 8·62 si owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY for (CBR2022-2472) Permit Type: BLDG-Residential Application Date: 07/11/2022 Owner: CO-OWNERS DOUGHERTY MICHAEL L AND SHANNON C Work Class: Addition Issue Date: 02/28/2023 Subdivision: LA COSTA-SOUTH UNIT# 1 Status: Closed -Finaled Expiration Date: 03/18/2024 Address: 2631 GALICIA WAY IVR Number: 41883 CARLSBAD, CA 92009-8125 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 04/11(2023 04/11/2023 BLDG-SW-Inspection 207849-2023 Partial Pass Tony Alvarado Re Inspection Incomplete Checklist Item COMMENTS Passed Are inactives slopes properly Yes stabilized? Are areas flatter than 3:1 Yes covered or protected? Are sediment controls properly Yes maintained? Are erosion control BMPs Yes functioning properly? Are natural areas protected Yes from erosion? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to !he street? Have materials collected Yes around the storm drains? Has sediment accumulated on Yes impervious surfaces? Are dumpsters and trash Yes receptacles covered? Has trash/debris accumulated Yes throughout the site? Are stockpiles and spoils Yes protected from runoff? Are all storage areas clean Yes and maintained? Were spills/leaks observed Yes during the inspection? Were there any discharges Yes during the inspection? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? Are BMPs stockpiled for Yes emergency deployment? BLDG-SW-Pre-Con 207680-2023 Passed Tony Alvarado Complete Tuesday, February 20, 2024 Page 1 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2472) Permit Type: BLDG-Residential Application Date: 07/11/2022 Owner: CO-OWNERS DOUGHERTY MICHAEL L AND SHANNON C Work Class: Addition Issue Date: 02/28/2023 Subdivision: LA COSTA-SOUTH UNIT# 1 Status: Scheduled Date 04120/2023 04/2612023 07/19/2023 08/14/2023 Closed -Finaled Expiration Date: 03/18/2024 IVR Number: 41883 Address: 2631 GALICIA WAY CARLSBAD, CA 92009-8125 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio Status COMMENTS April 11, 2023: 1. City Of Carlsbad preconstruction meeting requirements and SWPPPS, BMPS all erosion and sediment control Devices and measures in place-approved. 2. Informed contractor representative Jeff, pertaining to geotechnical/soils engineer pad and footing soil compaction certification letter, prior to steel rebar for footings and slab steel matte placement inspection. TEXT 619-971-7882 Jeff 04/20/2023 BLDG-11 208460-2023 Partial Pass Chris Renfro Fou ndatlon/Ftg/Piers (Rebar) Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS Partial pass foundation for addition portion only. Special inspection required on epoxy hold down anchor bolts. TEXT 619-971-7882 Jeff// early am or late pm 04126/2023 BLDG-21 209149-2023 Passed Chris Renfro Underground/Underflo orPlumblng Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS TEXT 619-971-7882 Jeff 07/19/2023 BLDG-83 Roof Sheatlng, 218094-2023 Exterior Shear (13, 15) Passed Checklist Item BLDG-Building Deficiency BLDG-13 Shear Panels-HD (ok to wrap) BLDG-15 Roof Sheathing-Reroof COMMENTS Chris Renfro 08/1412023 BLDG-84 Rough Combo(14,24,34,44) 220571-2023 Partlal Pass Tony Alvarado Reinspection Inspection Passed Yes Created Date 04/10/2023 Reinspectlon Incomplete Passed Yes Created Date 04/18/2023 Complete Passed Yes Created Date 04/25/2023 Complete Passed Yes Yes Yes Reinspect ion Incomplete Tuesday, February 20, 2024 Page 2 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2472) Permit Type: BLDG-Residential Application Date: 07/11/2022 Owner: CO-OWNERS DOUGHERTY MICHAEL L AND SHANNON C Work Class: Addition Issue Date: 02/28/2023 Subdivision: LA COSTA-SOUTH UNIT# 1 Status: Scheduled Date Closed -Finaled Expiration Date: 03/18/2024 IVR Number: 41883 Address: 2631 GALICIA WAY CARLSBAD, CA 92009-8125 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers Status COMMENTS August 14, 2023: 1. Partial pass rough frame combination inspection (MEPS). Pending: A. Retrofit anchor bolts required at several locations, total quantity retrofit anchor, bolts, (3)QTY B. Metal connector drag strap required and missing at multiple lo)cations. Structural engineering sheet (S-3), and sheet (S-5 detail #23, indicate per structural plans and structural detail specifications New CS 16 x 32" metal connector "drag straps" required and were not installed PER STRUCTURAL PLAN. C. Informed Contractor representative. 2. The rest of rough framing inspection work; mechanical, plumbing, electrical, and structural framing-OK. BLDG-SW-Inspection 220632-2023 Partial Pass Tony Alvarado Reinspection Inspection Passed Yes Yes Yes Yes Yes Reinspection Incomplete Tuesday, February 20, 2024 Page3of6 PERMIT INSPECTION HISTORY for (CBR2022-2472) Permit Type: BLDG-Residential Application Date: 07/11/2022 Owner: CO-OWNERS DOUGHERTY MICHAEL L AND SHANNON C Work Class: Addition Issue Date: 02/28/2023 Subdivision: LA COSTA-SOUTH UNIT# 1 Status: Closed -Finaled Expiration Date: 03/18/2024 Address: 2631 GALICIA WAY CARLSBAD, CA 92009-8125 Scheduled Date 09/12/2023 09/14/2023 IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item Are inactives slopes property stabilized? Are areas flatter than 3: 1 covered or protected? Are natural areas protected from erosion? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 09/12/2023 BLDG-16 Insulation Checklist Item 223672-2023 COMMENTS BLDG-Building Deficiency 09/14/2023 BLDG-17 Interior Lath/Drywall Checklist Item 223958-2023 COMMENTS BLDG-Building Deficiency BLOG-SW-Inspection 224041-2023 Tuesday, February 20, 2024 41883 Inspection Primary Inspector Reinspection Inspection Status Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Passed Chris Renfro Complete Passed Yes Passed Tony Alvarado Complete Passed Yes Partlal Pass Tony Alvarado Reinspection Incomplete Page4 of 6 PERMIT INSPECTION HISTORY for (CBR2022-2472) Permit Type: BLDG-Residential Application Date: 07/11/2022 Owner: CO-OWNERS DOUGHERTY MICHAEL L AND SHANNON C Work Class: Addition Issue Date: 02/28/2023 Subdivision: LA COSTA-SOUTH UNIT# 1 Status: Closed -Finaled Expiration Date: 03/18/2024 Address: 2631 GALICIA WAY CARLSBAD, CA 92009-8125 Scheduled Date 09/18/2023 12/20/2023 IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item Are inactives slopes properly stabilized? Are areas flatter than 3: 1 covered or protected? Are sediment controls properly maintained? Are erosion control BMPs functioning properly? Are natural areas protected from erosion? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Have materials collected a round the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are stockpiles and spoils protected from runoff? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Are BMPs stockpiled for emergency deployment? COMMENTS 09/18/2023 BLDG-18 Exterior Lath/Drywall 224198-2023 Checklist Item COMMENTS BLDG-Building Deficiency 12/20/2023 BLDG-Flnal Inspection 234291-2023 Tuesday, February 20, 2024 41883 Inspection Status Passed Primary Inspector Chris Renfro Partial Pass Chris Renfro Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Complete Passed Yes Reinspection Incomplete Page Sof 6 ! PERMIT INSPECTION HISTORY for (CBR2022-2472) Permit Type: BLDG-Residential Work Class: Addition Status: Closed -Finaled Application Date: 07/11/2022 Owner: CO-OWNERS DOUGHERTY MICHAEL L AND SHANNON C Issue Date: 02/28/2023 Subdivision: LA COSTA-SOUTH UNIT# 1 Expiration Date: 03/18/2024 IVR Number: 41883 Address: 2631 GALICIA WAY CARLSBAD, CA 92009-8125 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Status COMMENTS Partial pass on final inspection. Double check AFCi breakers. All working properly at lime of inspection. Owners stating that breakers are tripping when using appliances. 01/02/2024 01/02/2024 BLDG-Final Inspection 235318-2023 Passed Chris Renfro Tuesday, February 20, 2024 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mec11anical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Passed Yes Yes Yes Yes No Passed Yes Yes Yes Yes Yes Complete Page 6 of 6 October 6, 2022 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Addition & Remodel Address: 2631 Galicia Way, Carlsbad CA Applicant Name: Terry Montello Applicant Email : pennits@pennitsinmotion.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3/U Occupant Load: N/A Type of Construction: V-B Sprinklers: No Stories: 2 Area of Work (sq. ft.): Addition: 488 sq. ft., Remodel: 246 sq.ft. The plans have been reviewed for coordination with the pennit application. Valuation: Confinned Scope of Work: Confinned Floor Area: Confinned Notes: NIA Attn: Building & Safety Department, 'True North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Pennit No: CBR2022-2472 True North No.: 22-018-084 True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: I. Drawjnss: Electronic copy dated September 8, 2022, by Marrokal Design Center. 2. Structural Calculations: Electronic copy dated June 29, 2022, by Solid Fonns Engineering. 3. Other Documents: Electronic copy ofFonn B-50 & B-59. The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 IBC, UMC, UPC, and 2017 NEC, as amended by the State of California), 20 I 9 California Green Building Standards Code, 2019 California Existing Building Code, and 2019 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments. True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 116, Long Beach, CA 90807 T / 562. 733.8030 solidforms . . eng1neer1ng 9474 Kearny VIiia Rd, Suite 215, San Diego, CA 92126 Evan Coles, P.E. (858) 376-7734 evan@solldformseng.com STRUCTURAL CALCULATIONS Dougherty Residence 2631 Galizia Way, Carlsbad, CA 92009 06-29-2022 : Project# 22-189 Table of Contents Design Criteria & Loads .................................................. , Gravity Analysis & Design . Lateral Analysis & Design . Foundation Analysis & Des >-t: 0 CBR2022-2472 2631 GALICIA WAY DOUGHTERY: 488 SF ADDITION// 246 SF KITCHEN AND DINING ROOM REMODEL 2161803300 7/11/2022 CBR2022-2472 Desian Criteria Building Code: Concrete: Masonry: Mortar: Grout: Reinforcing Steel: Structural Steel: Bolting: Welding: Wood: Soil: Desig_n LQaJI~ Load 1 DL Asphalt Shingle Roof Plywood Joists Insulation Drywall Electric.al/Mech./Misc. Other Total DL LL Residential Roof Total Load Load3 DL carpet & Pad Floor Plywood Joists Insulation Drywall Elec./Mech./Misc. Other TotalDL LL Residential Floor Total Load solid forms engineering 2018 IBG2019 CBC -ASCE / SEI 7-16 AO 318-14 [fc = 2500 psi -No Special Inspection Req.'d (U.N.O.)] TMS 402-16/AQ 530-16 [Normal Wt.-ASTM C90-fm=1500 psi-Spec. Insp. Req.'d] ASTM C270 [fc = 1800 psl Type S] ASTM C476 [fc = 2000 psi) ASTM A615 [Fy = 40 ksi For #4 Bars & Smaller/ Fy = 60 ksi For #5 Bars & Larger] AISC 360-16, 15th Edition W Shapes (I Beams): ASTM A992, High Strength, Low Alloy, Fy = 50 ksi HSS Shapes (Rect.): ASTM AS00, carbon Steel, Fy = 46 ksi HSS Shapes (Round): ASTM AS00, carbon Steel, Fy :;; 42 ksi Pipe Shapes: ASTM A53, Grade B, carbon Steel, Fy = 35 ksi All other steel: ASTM A36, Fv = 36 ksi A307 / A325-N / A490-N {Single Plate Shear Conn.) E70 Series Typ. (E90 Series for A615 Grade 60 Reinforcing Bars) Shop welding to be done in an approved fabric.ator's shop. Field welding to have continuous Special Inspection. NDS-2018 Soil aassification (Table 1806.2): Allowable Bearing Pressure = Lateral Bearing Pressure = Active Pressure = At-rest Pressure= Coefficient of Friction = est Load 2 4.0 DL Torch Down Roof 1.5 Plywood 3.5 Joists 1.5 Insulation 2.5 Drywall 1.0 Elec./Mech ./Misc. 0.0 Other 14 TotalDL 20 LL Residential Roof 34 Total Load ~sf Load 4 4.0 1.5 3.5 1.5 2.5 1.0 0.0 14 40 54 (SW, SP, SM, SC, GM, & GC) 1500 psf (Table 1806.2) 150 psf/ft (Table 1806.2) 30 psf/ft (Table 1610.1) 60 pst/ft (Table 1610.1) 0.25 (Table 1806.2) est Int. Wall 6.0 DL Drywall 1.5 2x4 Studs @ 16"o.c. 3.5 Misc. 1.5 other 2.5 Total Load 1.0 0.0 Ext. Wall 1 16 DL Stucco 20 2x4 Studs @ 16"o.c. 36 Drywall Insulation Misc. Other Total Load Ext. Wall 2 Page 1 of 15 06/29/22 est 5.0 1.0 1.0 7 est 10.0 1.0 2.5 1.5 1.0 16 solid forms engineering Multiple Simple Beam Description : LOWER ROOF BEAMS Wood Beam Design: RB-1 (c) Page 2 of 15 06/29/22 Project File: dourity.ec6 Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7•16 BEAM Size: 3.5x11.875, Parallam PSL, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : iLevel Truss Joist Wood Grade: Parallam PSL 2.0E Fb -Tension Fb -Compr 2900 psi Fe -Prll 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density 45. 07 pcf 2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi Appljed Loads Beam self weight calculated and added to loads Unif Load: D = 0.0160 k/ft, Trib= 3.0 ft Unif Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 2.50ft Oasjgn Summa,y Max fb/Fb Ratio fb: Actual: Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.265; 1 961.15 PSI at 3,625.00 psi +D+Lr 0.124: 1 45.05 psi at 362.50 psi +D+Lr .0. I.[ 0.91 0.48 0.91 0.48 9 .500 ft in Span # 1 0.000 ft in Span# 1 .s. ax e ect1ons jj Transient Downward 0.151 in Total Downward 0.441 in Ratio 1511 Ratio 517 LC: Lr Only LC: -+-D+Lr Transient Upward O.OOOin Total Upward 0.000 in Ratio 9999 Ratio 9999 LC: LC: Multiple Simple Beam LI # : KW-06015083, Build: 20 22. 5. 16 Description : LOWER ROOF HEADERS Wood Beam Design: RH-1 solidforms engineering olid Forms Engineering Page 3 of 15 06/29/22 Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 4x6, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : Douglas Fir-Larch Wood Grade : No.2 Fb -Tension Fb-Compr 900.0 psi Fe• Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend -xx Applied Loads Beam self weight ca1cutated and added to loads Unif Load: D = 0.0160 k/ft, Trib= 3.0 ft Unif Load: D = 0.0160, Lr= 0.020 k/ft, Trib= 9.50 ft Unif Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 5.0 ft 1 Point: D = 1.0, Lr= 0.50 k@ 0.750 ft Pesign Summary Max fb/Fb Ratio = lb. Actual: 0.617; 1 898.90 psi at 1,457.04 psi +D+Lr 0.840 ft in Span# 1 Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.595: 1 133.82psi at 225.00 psi +D+Lr Q .Le 1.16 0.81 0.66 0.56 J. Wood Beam Design : RH-2 O 000 ft in Span # 1 f ax e actions Jj Transient Downward 0.011 in Ratio 3213 LC: Lr Only Transient Upward 0.000 in Ratio 9999 LC: 1,600.0 ksi 580.0 ksi Density 31.210pcf Total Downward Ratio Total Upward Ratio 0.026 in 1363 LC: +D+Lr 0.000 in 9999 LC: Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 4x10, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : Douglas Fir-Larch Wood Grade : No.2 Fb -Tension Fb-Compr 900.0psi Fc-Prll 1,350.0psi Fv 180.0psi Ebend-xx 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend -xx Applied Lpads Beam self weight calculated and added to loads Unif Load: D = 0.0160, Lr= 0.020 k/ft, Trib= 18.0 ft Design Summacy Max fb/Fb Ratio = fb: Actual: 0.532; 1 708.67 ps1 at 1,332.32 psi +D+Lr Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.302: 1 67.98 psi at 225.00 psi +D+Lr Q .Le L 0.89 1.08 0.89 108 3.000 ft in Span# 1 5.240 ft in Span# 1 s. Yi. .E. Jj Ratio 6.0 ft 0.029in 2519 LC: Lr Only Transient Upward 0.000 in Ratio 9999 LC: 1,600.0 ksi 580.0 ksi Density 31.210 pcf Total Downward Ratio Total Upward Ratio 0.052 in 1384 LC: +D+Lr 0.000 in 9999 LC: Multiple Simple Beam LI : KW-00015083, Bulld:20.22.5.16 Description : FLOOR BEAMS Wood Beam Design: FB-1 solidforms engineering olid Forms Engineering Page 4 of 15 06/29/22 Project File: dourity.ec6 (c) ENER AL IN 1983--2022 Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 7x11.25, Parallam PSL, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : TrusJoist Wood Grade : ParallamPSL2.0E Fb-Tension Fb-Compr 2,900.0 psi Fe -Prll 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.050 pcf 2,900.0 psi Fe -Perp 750.0 psi Ft 2,025.0 psi Eminbend -xx 1,016.54 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0070 k/ft, Trib= 8.0 ft 1 Point: D = 3.10, L = 3.0 k@ 8.50 ft oas1gn Summary Max fb/Fb Ratio = lb: Actual: Fb : Allowable : 0.692; 1 2,007.03 psi at 8.500 ft in Span# 1 2,900.00 psi Load Comb: Max fv/FvRatio = fv: Actual. Fv: Allowable: Load Comb: Max Reactions (k) Left Support Right Support +D+L 0.262: 1 75.98 psi at 14.100 ft in Span# 1 290.00 psi +D+L Q. Le 1.95 2.36 .I. 1.30 1.70 'Ji. Wood Beam Design: FB-2 ax e ect1ons ti Transient Downward 0.215 in Ratio 835 LC: L Only Transient Upward 0.000 in Ratio 9999 LC Total Downward Ratio Total Upward Ratio 0.493 in 364 LC:+D+L 0.000 in 9999 LC: Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 4x10, Sawn, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : Douglas Fir-Larch Wood Grade : No.2 Fb -Tension Fb-Compr 900.0 psi Fe -Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend • xx Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0070 k/ft, Trib= 8.0 ft Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 10.50 ft Design Summary Max fb/Fb Ratio = lb: Actual: 0.741; 1 799.96 ps, at 1,080.00 psi +D+L 3.250 ft in Span# 1 Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv ; Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.404: 1 72.73 psi at 180.00 psi +D+L Q .l.r. 0.68 0.68 .I. 1.37 1.37 0.000 ft in Span # 1 s. f. J:j 0.046in 1698 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: 1,600.0 ksi 580.0 ksi Density 31.210 pcf Total Downward Ratio Total Upward Ratio 0.069 in 1132 LC: +D+L 0.000 in 9999 LC: solid forms engineering Page 5 of 15 06/29/22 Multiple Simple Beam Project File: dourity .ec6 olid Forms Engineering Wood Beam Design : F J-1 Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 2-2x10, Sawn, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : Douglas Fir-Larch Wood Grade : No.2 Fb -Tension Fb-Compr 900.0 psi Fe -Prll 1,350.0 psi Fv 180.0 psi Ebend-xx 1,600.0 ksi 580.0 ksi Density 31.210 pcf 900.0 psi Fe -Perp 625.0 psi Ft 575.0 psi Eminbend -xx Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.333 ft Design Sum□JIIY Max fb/Fb Ratio fb: Actual: Fb : Allowable . Load Comb: Max fvlFvRatio = fv: Actual: Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.895; 1 886.05 psi at 990.00 psi +D+L 0.194: 1 34.91 psi at 180.00 psi +D+L D. I.I .I. 0.22 0.48 0.22 04B 9.000 ft in Span# 1 0.000 ft in Span# 1 w f. J::I D(0.01866) LL0.05332) ax e ect1ons 2-2x10 18.0ft Transient Downward 0.400 in Ratio 540 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward Ratio Total Upward Ratio 0.585 in 369 LC: +D+L 0.000 in 9999 LC: Multiple Simple Beam LI #: KW-06015083, Build:20.22.5.16 Description : FLOOR HEADERS Wood Beam Design: FH-1 solidforms engineering oil orms ngineering (C) Page 6 of 15 06/29/22 Project File: dourity.ec6 Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 7x11.875, Parallam PSL, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : TrusJoist Wood Grade: ParallamPSL2.0E Fb -Tension Fb-Compr 2,900.0 psi Fe -Prll 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.050 pef 2,900.0 psi Fe-Perp 750.0 psi Ft 2,025.0 psi Eminbend-xx 1,016.54 ksi Aoolied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0160 k/ft, Trib= 8.0 ft Unif Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 10.50 ft Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 9.0 ft 0.633; 1 Pllkln Summary Max fb/Fb Ratio = fb: Actual: 1 ,836. 94 psi at 2,900.00 psi +D+L 8.000 ft in Span # 1 Fb : Allowable : Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb: Max Reactions (k) Left Support Right Support 0.345: 1 99.98 psi at 290.00 psi +D+L .c. I.[ 3.42 1.68 3.42 1.68 J. 2.88 2.88 Wood Beam Design: FH-2 0.000 ft in Span# 1 .s. 'ii. f. 16.0 ft ax e ections I:! Transient Downward 0.273 in Ratio 702 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward Ratio 0.648 in 296 LC: +O+0.750Lr+0.750L Total Upward 0.000 in Ratio 9999 LC: Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 BEAM Size: 3.5x11.875, Parallam PSL, Fully Braced Using Allowable Stress Design with IBC 2018 Load Combinations, Major Axis Bending Wood Species : TrusJoist Wood Grade: ParallamPSL2.0E Fb-Tension Fb -Compr, 2,900.0 psi Fe -Prll 2,900.0 psi Fv 290.0 psi Ebend-xx 2,000.0 ksi Density 45.050 pcf 2,900.0 psi Fe -Perp 750.0 psi Ft 2,025.0 psi Eminbend -xx 1,016.54 ksi AQJ)liedLqads Beam self weight calculated and added to loads Unit Load: D = 0.0160 k/ft, Trib= 8.0 ft Unit Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 5.0 ft Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 9.0 ft Peskin SumfflBIY Max fb/Fb Ratio = fb: Actual: Fb : Allowable : 0.631; 1 1,830.22 ps, at 6.000 ft in Span# 1 2,900.00 psi Load Comb: Max fv/FvRatio = fv: Actual: Fv : Allowable : Load Comb: Max Reactions {k) Left Support Right Support +D+L 0.437: 1 126. 78 psi at 11.040 ft in Span# 1 290.00 psi +D+L .c. J.[ J. s. YJJ. 2.02 0.60 2.16 2.02 0.60 2.16 .l:i 12.0ft 0.173 in ax De ections Transient Downward Ratio 833 LC: L Only Transient Upward 0.000 in Ratio 9999 LC: Total Downward 0.335 in Ratio 430 LC: +D+L Total Upward 0.000 in Ratio 9999 LC: Seismic Design solidforms engineering Page 7 of 15 06/29/22 Design Variables Base Shear calculation (ASCE 7-16 Sec. 12.8 & supplement 2) Latitude= 33.08 (12.8-2) V = CsW Cs= Sos*I/R = 0,121 Longitude= ~117.25 Site Class= D Occupancy= II Table 1.5-1 (12.8-3) forT:ST,: 501*1/(RD Where: Cs max. = forT>T,: S01*TL *l/(RT2) (12.8-4) Seis. Category = D Table 11.6-1 & 2 I= 1.0 Tables 1-1 & 11.5-1 R= 6.5 Table 12.2-1 (12.8-5) for Si <0.6: 0.044505fa0.01 Where: Cs min. = (12.8-6) forS,2:0.6: 0.551*1/R 5,;= 0.985 Section 11.4.1 51 = 0.358 section 11.4.1 DL Area Len. Fa= 1.200 Table 11.+l Material (psf) (fi2) (ft) Fv = 1.942 Table 11.4-2 Load 1 14 1480 SMS = Ss*F. = 1.182 (11.+l) L. -~~ SM1 = S1*Fv = 0.695 (11.4-2) :§-~ Ext. Wall 1 16 200 505 = 2/3*SMS = 0.788 (11.4-3) Int. Wall 7 180 501 = 2/3*SM1 = 0.463 {11.4--4) 1480 All other structural systems Table 12.8-2 4= 0.02 Table 12.8·2 x= 0.75 Table 12.8·2 'ii Load 2 > Load 3 ~ ... 16 600 14 2250 TL= 8 Figure 22-15 Ta= 4*hnx = 0.175 (12.8-7) Cl.I ! Ext. Wall 1 16 300 T =Ta= 0.175 Section 12.8.2 Int. Wall 7 150 2850 hn = 18.0 Section 12.8.2.1 Cs= 0.121 Section 12.8.1.1 k= 1 Section 12.8.3 ¼= 4 Table 12.2·1 ~= h * $)( 0,025 Table 12.12·1 Vertical Dlsbibutlon of Forces & Allowable Elastic Drift {ASCE 7-16, Sec. 12.8,3 & 12.8,6) Level W.,,_ hx h/ W.,,_h._k Fx F.,,_c.,_,, % p ~allow. Upper Level 38.6 18.0 18.0 694 7.1 4.8 64% Yes 0.675 Lower Level 82.3 9.0 9.0 741 7.6 2.7 100% Yes 0.675 120.9 1435 15 7 Level Forces {ASCE 7-16, Sec. 12.10.1.1) Level w,. IW,. F,. IF.,,_ F,,. F,,. (ASD} Where: Roof 38.6 38.6 7.1 7.1 7.1 5.0 Fm1n. = 0.21SosWx Lower Level 82.3 120.9 7.6 14.7 13.0 9.1 F max. = 0.4ISosWx 120.9 14.7 = = Ht. {ft) 8 8 8 8 0.408 Max. 0.035 Min. Above w (kips) (kips) 20.7 12.8 5.0 38.6 9.6 31.5 12.8 + 19.2 5.0 + 4.2 82.3 Where: ~u11ow. = !J.,.*l/¼ (Section 12.8.6) p : Redundancy Check Required If story shear is > 35% of base shear {Sect.1on 12.3.-4.2) WindDesiqn solidforms engineering Page 8 of 15 06/29/22 Wind Pressures for MWFRS ASCE 7-16 -Envelope Procdedure Method 2 Design Variables Occupancy= lwtnd = Basic Wind Speed (mph) = Exposure Category = Topographic K.t = Width (ft)= Length (ft) = Roof Pitch Eave Ht. (ft) = Ridge Ht. (ft) = Mean Roof Ht (ft)= A= 9= AKztl = 2a (ft)= Min. Design Load (psf) = II Table 1.5-1 1.00 Tables 1.S-2 110 Figure 26.5-lA B Section 26. 7 .3 1 Section 26.8.2 21.0 Transverse 46.0 Longitudinal 4: 12 17.0 20.5 18.8 1 Figure 28.6-1 18.4 1.0 9.2 Figure 28.6-1 Note 9 16.0 Section 28.4.4 Ps = AKzJp530 (28.6-1) Note: (-) Horiz. Pressures shall be zero. Horiz. Press. (psf) A B C D Transverse 25.8 -7.3 17.2 -4.1 Longitudinal 19.2 -10.0 12.7 -5.9 Wind plWHUrH ... In pal •a-wind -la Ian !ban zero (0), un O !or do.sign. Transverse Governing Design Force: Transverse Tributary Area: Transverse Governing Design Pressure: T T T T T t t Ulltu-1£ilrn 15.1 kips 943 ft2 16.0 psf Wind prw,aura• ara in p&f Longitudinal Governing Design Force: Longitudinal Tributary Area: Longitudinal Governing Design Pressure: 6.3 kips 394 tt2 16,0 psf Vert. Press. E F G -23.1 -15.7 -16.0 -23.1 -13.1 -16.0 Zone P, A 25.8 B 0.0 C 17.2 D 0.0 Min. 16.0 E -23.1 F -15.7 G -16.0 H -12.0 Min. -16.0 Zone Ps A 19.2 B C 12.7 D Min. 16.0 E ·23.1 F ·13.1 G -16.0 H -10.1 Min. -16.0 overhangs H ECH GCH -12.0 -32.3 -25.3 -10.1 -32.3 -25.3 Transverse Area Force (k) Total (k) 156 4.0 32 0.0 14.8 626 10.7 129 0 943 15.1 15.1 97 -2.2 97 -1.5 -14.6 386 -6.2 386 -4.6 966 -15.5 -15.5 Longitudinal Area Force (k) Total (k) 171 3.3 223 2.8 6.1 394 6.3 6.3 212 -4.9 -4.3 -14.7 212 271 271 -2.7 966 -15.5 -15.5 Lateral Design Upper Level N·S Line: Seis. Area (ft2) = 1360 Shear Line Len.Tot. (ft) = 46 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Rlght l.+i = Vert.Trib Height (ft) = I 8.0 L,, = Dist to Adj Gridline (ft) = I 22.0 Shear Above: Line= -v,_ (Seis/Wind) = -- %rr1b. of Load = vxA1>v.rr1b. (Seis/Wind) = solidforms enginee r ing 3 p = 1.0 Sos= 0.788 Plate Ht. (ft) = 8 lwanot. (ft) = - -- - - Sels. Strength Design Seis. Force: F, = 4.8 Maximum Wind Pressure: P, = VxSels(ASD) = Area/2*F,*p*0.7 = 2280 ><Wind = l.+i*Lw/2*P, *0.6 = V 'I>I, (Above) = Wind psf 16.0 psf lbs 845 lbs lbs V, Total = 2280 845 lbs -0 used for loads only Upper Level E-W Line: Seis. Area (ft2) = 1100 Shear Line Len.Tot. (ft) = 46 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Right l.+i = Vert. Trib Height (ft) = I 8.0 L,, = Dist to Adj Gridline (ft) = I 36.0 Shear Above: Line= - v,_ (Seis/Wind) = -- o/~rib. of Load = V xAbv.Trlb. (Sels/Wind) = 7 p = 1.0 Sos= 0.788 Plate Ht. (ft) = 8 lwanot. (ft)= - -- used for loads only - - Seis. Strength Design Seis. Force: F, = 4,8 Maximum Wind Pressure: P, = vxSels.CASD> = Area/2*F,*p*0.7 = 1844 xWJnd = l.+i*lw/2*P, *0.6 = V 'I>I, (Above) = Wind psf 16.0 psf lbs 1382 lbs lbs V,To1a1 = 1844 1382 lbs -0 'Resisting Moment DL ls reduced by 0.6-0.14*S., for Sels.(12.14.3.1.3) & 0.6 ro, Wind (2.4.1) Page 9 of 15 06/29/22 Lateral Design Upper Level N-S Une: Seis. Area (ft2) = 1500 Shear Line Len.Tot. (ft) = 20 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Right 1.+i = Vert.Trib Height (ft) = I 8.0 I;. = Dist to Adj Gridline (ft) = I 46.0 Shear Above: Line = - V-. (Sels/Wind) = -- 0/<>rrlb. of Load = vxAbv.Trlb. (Seis/Wind) = solidforms engineering G p = 1.0 Sos= 0.788 Plate Ht. (ft) = 8 l.wa11 Tot. (ft) = -- Seis, Strength Design Seis. Force: F. = 4.8 Maximum Wind Pressure: P, = vxSets.CASDJ = Area/2*F,*p*0.7 = 2515 ><Wind = l.+i*l.w/2*P, *0.6 = V 'Bl. (Above) = Vx Total = 2515 Wind psf 16.0 psf lbs 1766 lbs lbs 1766 lbs ----0 used for loads only Seis. Area (ft2) = Shear Line Len.rot. (ft) = Wind Relative to Ridge = Wind Lengths: 1.+i = Vert.Trib Height (ft) = I;. = Dist to Adj Gridline (ft) = Shear Above: Line= v_,. (Seis/Wind) = o/or,1b. of Load = vxAbv.Trlb. (Seis/Wind) = Une: Left Right I I - -- p = 1.0 Sos= 0.788 Plate Ht. (ft) = Lwanot. (ft) = -- --- Shearwall Strength Design Seis. Force: F x = Maximum Wind Pressure: P, = VxSels(ASD) = Area/2*F,*p*0.7 = xWlnd = l+t*Lw/2*P, *0.6 = V - 'Bl, (Above) = V,Total = VJL= Use Shearwall Type= with L TP4 dips @ Seis. Wind 0 48 "o.c. for entire length of grid line Wood Shearwalls = W1 W2 W3 W4 Length= Load Type= I I I I I Shear Load (lbs) = Wall Dlo1st. (psf) = Resis. Dlo1st. (plf) = Resis. D4o1nt (lbs) = D4'olnt Dist (ft) = I psf psf lbs lbs lbs lbs pit Page 10 of 15 06/29/22 t---~-----~--+--~----~-----~---+--~-~ Momentar (lb-ft) = 1Momen~ (lb-ft) = Uplift (lbs) =t-----+---+---+-----+---+---+-----+---+---+----+---+--- Uplift.-,. = Upli~et.= Left Holdown = Right Holdown = 'Resisting Moment DL Is redua!d by 0.6-0.14*So, for Sels.(12.14.3.1.3) & 0.6 for Wind (2.4.1) Lateral Design Seis. Area (ft') = Shear Line Len.Tot. (ft) = Wind Relative to Ridge = Wind Lengths: 41 = Vert.Trib Height (ft) = L., = Dist to Adj Gridline (ft) = Shear Above: Line= v_ (Sels/Wind) = 0/~rlb. of Load = vl<Abv.Trib. (Seis/Wind) = Line: Left Right I I - -- solidforms enginee r in g p = 1.0 Sos = 0.788 Plate Ht. (ft) = lw,11 Tot. (ft) = - --- - Shearwall Strength Design Seis. Force: F • = Maximum Wind Pressure: P, = Vx5e15 (ASD) = Area/2*F. *p*0. 7 = xWlnd = 41*lw/2*P, *0.6 = V - IV, (Above) = V,Total = V,JL = Use Shearwall Type= with LTP4 dips @ Sels.. Wind 0 48 "o.c. for entire length of grid line psf psf lbs lbs lbs lbs plf Page 11 of 15 06/29/22 Wood Shearwalls = W1 W2 W3 W1 Ws W5 Length = 1-------';__-+-----'=----+----=-----t----'---+---....:.._--+----=-----1 Load Type =1--_.J...I --+-----'-l-------if---J...._l_+-_....1..l _--+ _ __Jl __ f--_.J...I -----j Shear Load (lbs) = Wall Dlo1st. (psf) = Resis. Dlo1st (plf) = Resis. D4'oint (lbs) = D4>oint Dist (ft) = 1----.---+-----,--+-----,----t----,,---+---.---+---r---__J Momentar (lb-ft) = 1Momen~ (lb-ft) = Uplift (lbs) =1----+--+---+---+----+----t------jf----+---+---+--+--- Uplifwio.. = Upli~et.= Left Holdown = Right Holdown = Lower Level N-S Une: Seis. Area (ft') = 600 Shear Line Len.Tot. (ft) = 18 Wind Relative to Ridge = Perpendicular Wind Lengths: 41 = Vert.Trib Height (ft) = L., = Dist to Adj Gridline (ft) = Shear Above: Line= v__,,. (Seis/Wind) = 0/~nb. of Load = vl<Abv.Tnb. (Seis/Wind) = Wood Shearwalls = Length= Load Type= Shear Load (lbs) = Wall Dlo1st. (psf) = Resis. Dlo1st. (plf) = Resis. D4'oint (lbs) = D4>oint Dist (ft) = Momentar (lb-ft) = 1Momen~ (lb-ft) = Uplift (lbs) = Uplifwio.. = Upli~.= Left Holdown = Right Holdown = Left Right I 9.o I 36.0 - -- W1 11 Seis. I Wind 558 1555 16 160 5019 13997 9006 11035 -380 282 N/A N/A E p = 1.0 Sos= 0.788 Plate Ht. (ft) = 9 lw.llTc,t. (ft) = 11 - -- W2 I 0 0 -- ---- -- - 0 - - - - Shearwall Seis. Wind Strength Design Seis. Force: F • = 2.7 psf 16.0 psf lbs 1555 lbs lbs - W3 I Maximum Wind Pressure: Px = VxSels(ASD) = Area/2*F.*p*0.7 = 558 VxWJnd = 41*lw/2*P.*0,6 = IV, (Above) = V,Tctal = 558 1555 lbs VJL = 51 141 plf -@ Use Shearwall Type= with LTP4 dips@ 48 "o.c. 52% for entire length of grid line E W1 Ws Ws I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment DI. ls reduced by 0.6-0. t4•So, for 5els.(l2.14.3. 1.3) & 0.6 for Wind (2.4.1) Lateral Design Lower Level N-S Line: Seis. Area {tt2) = 500 Shear Line Len,n,t. {ft) = 19 Wind Relative to Ridge = Perpendicular Wind Lengths: 4i = Vert.Trib Height (ft) = I.,. = Dist to Adj Gridline (ft) = Shear Above: Line = v _,. (Seis/Wlnd) = 0/"T,lb. of Load = v><Al>v.Trib. {Seis/Wlnd) = Wood Shearwalls = Length = Load Type = Shear Load (lbs) = Wall Dl.o1st. (psf) = Resis. Dl.o1st. (plf) = Res is. D4>olnt (lbs) = D4>oint Dist (ft) = Momentor (lb-ft) = 1Moment:p_estst. (lb-ft) = Uplift (lbs) = Upli~= Upli~et.= Left Holdown = Right Holdown = Left Right I 9.0 I 19.0 - -- W1 8 Seis. I Wind 465 821 16 144 3718 6566 4262 5222 -73 179 N/A N/A Lower Level N-S Line: Seis. Area (tt2) = 900 Shear Line Len,n,t. (ft) = 15 Wind Relative to Ridge = Perpendicular Wind Lengths: L+i = Vert.Trib Height (ft) = I.,. = Dist to Adj Gridllne (ft) = Shear Above: Line = v _,. (Seis/Wlnd) = o/"Trlb. of Load = v lCAbV.Trib. (Sels/Wind) = Wood Shearwalls = Length = Load Type = Shear Load (lbs) = Wall Dl.oist. (psf) = Resls. Dl.o1st. (plf) = Resis. D4>olnt (lbs) = D4>olnt Dist (ft) = Momenta,-(lb-ft) = 1Momen~ (lb-ft) = Uplift (lbs) = Upl~= Upli~et. = Left Right I 9.0 I 45.o Upper Level G 2515 1766 100% 2515 1766 W1 8 Seis. I Wind 3351 3710 16 128 26808 29683 4011 4915 3040 3302 3040 3302 Left Holdown = Per Plan Right Holdown = Per Plan soli dforms Page 12 of 15 06/29/22 engineering G,1-3 p = 1.0 Sos = 0.788 Plate Ht. {ft) = 8 lwamt. {ft) = 8 - -- W2 I 0 0 -- -- -- -- G,3-7 p = 1.0 Sos = 0.788 Plate Ht. (ft) = 8 lwamt (ft) = 8 - -- W2 I 0 0 -- ---- -- - 0 - - - - - 0 - -- - Shearwall Wind Strength Design Seis. Force: F, = Seis, 2.7 psf 16.0 psf lbs 821 lbs lbs - W3 I Maximum Wind Pressure: P, = Vx5e1s.cASoJ = Area/2*F.*p*0.7 = xWJnd = l.+i*Lw/2*P,*0.6 = V - 'Bl, (Above) = V,Total = V.,/L = Use Shearwall Type= 465 465 821 lbs 58 103 plf @ with L TP4 dips @ 48 "o.c. 26% for entire length of grid line G, 1-3 W4 Ws w6 I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- Shearwall Wind Strength Design Sels. Force: F, = Seis. 2.7 psf 16,0 psf lbs 1944 lbs 1766 lbs - W3 I Maximum Wind Pressure: P, = Vx5e1scASoJ = Area/2*F.*p*0.7 = xWlnd = l.+i*Lw/2*P, *0.6 = V 'Bl, (Above) = 836 2515 Vnota1 = 3351 3710 lbs V.,JL = 419 464 plf -@ Use Shearwall Type= with LTP4 dips @ 24 "o.c. 74% for entire length of grid line G,3-7 W4 Ws w 6 I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment OJ. ls reduced by 0.6-0.U*S,,, fa' Sels.(12.14.3.1.3) &. 0.6 l'or Wind (2.4.1) Lateral Design Seis. Area (tt2) = Shear Line Len.Tot. (ft) = Wind Relative to Ridge = Wind Lengths: 4i = Vert.Trib Height (ft) = L.,. = Dist to Adj Gridline (ft) = Shear Above: Line= v,_ (Seis/Wind) = %rrlb. of Load = vllAbv.Trlb. (Seis/Wind) = Line: Left Right I I - -- solidforms enginee r ing p = 1.0 Sos= 0.788 Plate Ht. (ft) = lwaUTot. (ft) = - --- - Shearwall Strength Design Seis. Force: F x = Maximum Wind Pressure: Px = vxSels(ASoJ = Area/2*F,*p*0.7 = xWlnd = L+i*lw/2*P, *0.6 = V - '&x (Above) = V,Total = VJL = Use Shearwall Type= with LTP4 dips@ Seis. Wind 0 48 "o.c. for entire length of grid line psf psf lbs lbs lbs lbs plf Wood Shearwalls = W1 W2 W3 W4 Ws W6 Page 13 of 15 06/29/22 Length =1------+-----+------+------+-------+--------1 Load Type = 1----+--l-+--_+--l -+--_~I ______ I _--+-_~l--+_~I _ ___, Shear Load (lbs) = Wall Dlo1st. (psf) = Resis. Dlo1s1. (plf) = Res ls. D4.lnt (lbs) = D4'oint Dist (ft) = >---~--------------~---+---~----~-~ Momentor (lb-ft) = 1Momenti-t. (lb-ft) = Uplift (lbs) =1-----+---+---+--+---+---+----1---+---t-----+---+--- Upli~ = Upll~et.= Left Holdown = Right Holdown = N/A Lower Level E-W Line: Seis. Area (tt2) = 800 Shear Line Len.Tot. (ft) = 19 Wind Relative to Ridge = Perpendicular Wind Lengths: 41 = Vert.Trib Height (ft) = L.,. = Dist to Adj Gridline (ft) = Shear Above: Line= v,_ (Seis/Wind) = o/"Tr1b. of Load = vllAbv.Trlb. (Seis/Wlnd) = Wood Shearwalls = Length = Load Type= Shear Load (lbs) = Wall Dlotst. (psf) = Resis. Dlo1st. (plf) = Resis. D4.lnt (lbs) = D4.lnt Dist (ft) = Momentor (lb-ft) = 1Momenti-t. (lb-ft) = Uplift (lbs) = Uplift,,;,..,.= Upli~et.= Left Right I 9.o I 19.0 - -- W1 3.75 Seis. I Wind 967 821 16 7733 6566 441 540 2244 1854 2244 1854 Left Holdown = Per Plan Right Holdown = Per Plan 1 p = 1.3 Sos = 0.788 Plate Ht. (ft) = 8 lwatlTot. (ft)= 3.75 - --- W2 I 0 0 0 --- --- --- --- Shearwall Seis. Wind Strength Design Sels. Force: F, = 2.7 psf 16.0 psf lbs 821 lbs lbs - W3 I Maximum Wind Pressure: Px = vxSels,CASDl = Area/2*F,*p*0.7 = 967 xWlnd = L+i*lw/2*Px *0.6 = V '&, (Above) = VxT01a1 = 967 821 lbs 3.5: 1 = (h/2L)* VJL = 275 219 plf -@ Use Shearwall Type= with LTP4 dips@ 48 "o.c. 30% for entire length of grid line 1 W◄ Ws w6 I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment Ol. ls redua,d by 0.6--0.14*S,,, for Seis.(12.14.3.1.3) &. 0.6 for Wind (2.4.1) Lateral Design Lower Level E-W Line: Seis. Area (ft2) = 1200 Shear Line Len.rot. (ft) = 35 Wind Relative to Ridge = Perpendicular Wind Lengths: Left Right '-tt = Vert.Trib Height (ft) = I 9.0 I.,. = Dist to Adj Gridline (ft) = I 39.o Shear Above: Line= Upper Level 3 v,_ (Seis/Wlnd) = 2280 845 o/or,,b. of Load = 100% VxAbv.Trtb. (Seis/Wind) = 2280 845 Stroogwall Capacity • 5495 5730 Steel Strongwalls = on Concrete= Load Type= Shear Load (lbs) = Wall Dlo1st. (psf) = Resis. Dlo1s1. (pit) = Resls. D4>olnt (lbs) = D4>oint Dist (ft) = Memento,-(lb-ft) = 1Momen4teslst. (lb-ft) = Uplift (lbs) = Uplitt.-.., = Upll~et. = Left Holdown = Right Holdown = SSW24x7 2 Seis. I Wind 3730 2530 16 26108 17707 110 134 17332 11715 17332 11715 Per Plan Per Plan Lower Level E-W Line: Seis. Area (1\2) = 1200 Shear Line Len.Tot. (ft) = 18 Wind Relative to Ridge = Perpendicular Wind Lengths: 41 = Vert.Trib Height (ft) = I.,. = Dist to Adj Gridllne (ft) = Shear Above: Line= v,_ (Seis/Wind) = o/or,,b. of Load = vxAbv.Trlb. (Sels/Wlnd) = Wood Shearwalls = Length= Load Type= Shear Load (lbs) = Wall Dlo1st. (psf) = Resls. Dl-01st. (plf) = Res is. D4'oint (lbs) = D4>oint Dist (ft) = Memento,-(lb-ft) = 1Momen4teslst. (lb-ft) = Uplift (lbs) = Uplltt.-.., = Upli~e1.= Left Right I 9.0 I 22.0 Upper Level 7 1844 1382 1 3/17 2169 1626 W1 6 Seis. I Wind 3619 2577 16 200 1100 6 28954 20614 6123 7502 4151 2384 4151 2384 Left Holdown = Per Plan Right Holdown = Per Plan solidforms Page 14 of 15 06/29/22 engineering 3 p = 1.3 Sos = 0.788 Plate Ht. (ft) = 7 l..w,11 Tot. (ft) = 2 - -- W2 I 0 0 -- ---- -- 6 p = 1.3 Sos= 0.788 Plate Ht. (ft) = 8 I.wall Tot. (ft) = 6 - -- Wz I 0 0 -- -- -- -- - 0 - - - - - 0 - - - - - Shearwall Strength Design Seis. Force: F, = Maximum Wind Pressure: P, = vxSels,(ASD} = Area/2*F/p*0.7 = ><Wind = ltt*Lw/2*P, *0.6 = V I:il, (Above) = Seis. 2.7 1450 2280 Wind psf 16.0 psf lbs 1685 lbs 845 lbs V, Te1aI = 3730 2530 lbs VJL = 1865 1265 plf -0 Use Shearwall Type= with LTP4 dips@ 48 "o.c. 64% for entire length of grid line 3 W3 W4 Ws W5 I I I I 0 0 0 0 0 0 ------ ------ ------ ------ Shearwall Strength Design Seis. Force: F x = Sels. Wind 2.7 psf 16.0 psf lbs - Maximum Wind Pressure: P, = VxSeJs.cASoJ = Area/2*F,*p*0.7 = ><Wind = '-tt*Lw/2*P, *0.6 = V 1450 2169 950 lbs I:il, (Above) = 1626 V, Tela! = 3619 2577 VJL = 603 429 -@ Use Shearwall Type= lbs lbs plf 0 - - - - with LTP4 dips@ 16 "o.c. 40% for entire length of grid line 6 W3 w, Ws W5 I I I I 0 0 0 0 0 0 0 ------- ------- ------- ------- 'Resisting Moment DI. Is reduced by 0.6-0.l◄*Sos fa' 5els.(12.14.3,1.3) &. 0.6 for Wind (2.4.1) Foundation Design Distributed Loads solid forms engineering Grid line: G q= 1500 psf (Note: All loads are psf and lengths are ft) Page 15 of 15 06/29/22 w= Ext. Wall*Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Tot.al Load w= 16 * 9.0 + 7 * + 34 * /2 + 36 * 19.0 /2+ 54 * /2+ * /2= 486 plf Gov. Load: D+Lr = 486 plf Use: 12 "Wide x 18 "Deep w/ ( 2 ) #5 Bars T&B Loaded: Concentrated Loads Pad Ftg: Fl q= 1500 psf D( 3600 }+Lr( 1600 }+L{ 3900 } + W( ) + E( ) = 9,100 # Tot.al Load Gov. Load: D+0.75L+0.75Lr = 7725 # Factored Load .../(144* 7725 / 1500 )= 27.2 11 Min. Square Dimension Use: 30 "Sqr. x 18 " Deep with (4) #5 Bars Ea. Way Loaded: i:f.Y,M Pad Ftg: Fl q= 1500 psf D( 5900 }+Lr( 1700 )+L( 4600 } + W( ) + E{ ) = 12,200 # Tot.al Load Gov. Load: D+0.75L+0.75Lr::; 10625 # Factored Load .../(144* 10625 / 1500 }= 31.9 11 Min. Square Dimension Use: 36 "Sqr. x 18 "Deep with (4) #5 Bars Ea. Way Loaded: fiPM STORM WATER POLLUTION PREVENTION NOTES l. All NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION Of EROSION AND SEDIMENT CONTROL BMPs 1\1-IEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE All EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-Off PROOUCING RAINFALL. 3. 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 1\1-IICH MAY ARISE. 4. All REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY \\1-IEN THE FlVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 407.}. SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5. All GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. AOEQUA TE EROSION AND SEOlMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CIT'( INSPECTOR SHALL HA\IE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTlF!CA TE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE UAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED Pot.LUTANTS; AND (2) ADHERE TO, AND AT All TIMES, COMPLY YrlTH THIS CITY APPROv£0 TIER I CONSTRUCTION S\\l'PP THROUGHOUT lHE DURATION OF THE CONSTRUCTION ACTI'IITIES UNTIL THE CONSlRUCTION WORK IS COMPLETE AND APPRO\ID BY THE CITY OF CARLSBAD, J<, ~ C;;;,f;;bOV STORM WATER COMPLI ANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 CB ____ _ SW BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE ErMionCoolrol Sediment Coolrol BMPs Tracidng Non.Stenn Water Waste Management an..1 Materials BMPs Con~olBMPs Managemonl BMPs PoU000/1 Control BMPs C ] a 0 C 'O :g 'O ~ "' ~ g, e C 'O a <.> ~ 0, 0 i C 0 2 ~ ~ ·.: Q. 0 'O "' E ., t ·i >-. ::. 0, ., :S ;; "' ~ -~ ~ C g' C " Q. ;;; .5 ~ w 0 Besl Management Practice' ~ Oo .,, 0 rD g. -~ a :3 0 ~ ., 0 :;; .,c= :c ~~ "' .5 <>5, 0 ~ ] .; "' :,; is (BMP) Description ➔ "' 0 ,5 ~ E "' "' ., o< rD ~& 'O "' 0 ::, -., ~ ~ ~ QJ ~ 0 0 3' C -g~ ~~ O<n Cc ., ~! 1l 0 o< 0 if :a 0 0 rD "'·e o< Ofj Oo ., :Q ·[ ~g' 0 ~-"' 0 N"' en:;:; 'a. 0.. _g 0 ., :g ~ ~ -:, .0 !di ;.:=. V> := ~ .... :;:,; ·§ g :a ~ ti 'O 0 0 ~ ~-a 0. 0 ., ., " § :g~ ~g .,.., .3 ~a ., ~ ~g 2e -o j<3 0 ls •-C ~ g o~ 0 ~ ., .s::: .0 i.t 0 .. 0 o_ JL~ WO 1i\ en u i;: Vl> rn via. ii, C: '""" a.o a. "'"' :,; ii, CASOA 0.slgnalion ➔ r-"' 0 N ..., r-"' N ,,, .., "' m ' ' ..., .., "' "' ,-.. "' ' ' T ' I I I I I I 6 I I J, I I I I I I I u 0 u w w w 1M w w ~ l!c l!c tr) V) rn V) i i i i i / Conslrudion AclMty w w w w VI V) V) tr) "' "' z z z z ,J J,rodinQ/SoU Disturbance IV/ •-Jrenchina/Excovation V ,, • ~tockomna ., .., .., ,, II JlriUlna/Borina V .., Y Goncrete/Asphalt Sowcuttinq i,, ¥ " "' Concrete Flotwork ,, Pomo .i,:onduit/Pipe lnstollation " Stucco/Uortor Work ., ,, ., 'I' .Waste Disposal / y v' ~ Slaaino/t av Down Area ., -, IV Eouioment Maintenance and fuelino Hazardous Substance Use/Storoae Dewoterino Sile Access Across Oirl Ill' Other Cllstl: Instructions: f. Check the box lo the lefl of all applicable constructloo activity (first column) expected to occur during construction. 2. Located along the top of lhe BMP Tobie is o list of BIAP's wilh it's corresponding Colifomia Slorm•·oter Quality Association (CASQA) designalian number. Choose one or more BMPs you intend lo use during construction from the lisl. Check the box where lhs chosen activity row intersects with the B~(P column. J. Refer to the CASQA construction handbook for ;nformotion and details of the chosen BMPs ond how to apply them lo the project. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Site Address: u~ M (.,I ?lb WA'/ Assessor•s Parcel Number: ~ lb-I Bo• 11,1J,~ Emergency Contact: k6t.o Name· @!::Oehe f'?,c,J ~ ., "' ic gi ~ g' NC O 0 ''"" "' I i ,, V V / V ,, 24 Hour Phone(G16')A-Qz.~t2,.&e Construction Threat lo Storm Waler Ouolily (Check Box) MEDIUM □1-ow \- ::i. ~ ~ ., 1! "' iC .d bg It: C C: 0 0 u:,; <O i I E i s ..,. v,, V / .., V V " Page 1 of l ~---------'------~ REV 02/16 ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each municipal code section. 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 Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor fa • ·ar compliance, IECC/HERS Compliance Specialist, ICC GS Energy Code Specialist, RESNET HERS rater ert ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Exami Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum requi check NIA and provide an explanation or code section describing the exception. ppropriate ith Energy ed, certified CALgreen Details on CAP ordinance requirements are available at each section by clicking on the municipal codeli....ovided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or-y Code and Green Code sections. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: BP No.: Gtf2.J.o1-1-,,.. ;JJ12. V-u!\O r C,u iTB 2.QS Contact Email: jt_ c As 1 P-Q @ ~IIA1l-~it-A \r . CO/V\ Contact information of person completing this checklist (if different than above): Name: Company name/address: Contact Phone: Contact Email: Applicant Signature: __ l\l_\-'--_t -=--0.........__-----'(J..,_____,,~__.,_....-,,__ ___ Date: B-50 Page 1 of 7 Revised 04/21 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. Building Permit Valuation (BPV) $ breakdown ~ \ ~s 1 CQC) l::. Construction Type ~ Residential □ New construction ~ Additions and alterations: □ BPV < $60,000 ~BPV ~ $60,000 □ Electrical service panel upgrade only □ BPV ~ $200,000 □ Nonresldentlal □ New construction □ Alterations: □ BPV ~ $200,000 or additions~ 1,000 square feet □ BPV ~ $1,000,000 □ ~ 2,000 sq. ft. new roof addition I Complete Section(s) I Notes: A high-rise residential building is 4 or more stories, induding a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A*, 3A*, 18, 28, *Includes detached, newly constructed ADU 4A*, 38,4A N/A N/A All residential additions and alterations 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages only. *Multi-family dwellings only where interior finishes are removed 1A, 4A* 18, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 18, 28, 38, 48 and 5 18, 5 1B,2B,5 Building alterations of~ 75% existing gross floor area 2B, 5 18 also applies if BPV ~ $200,000 : .. , r• ••~ ~ l ------.... __,,,_.,,.._• •: • _,_.,, • • •••-• ·•' • i•,.,:,---.. ---:."'"?·--1 ~ . Checldiat Item Chedt Ile appopriale boa, explail all not applcable Sid e,apton llems. and provide suppartng catallalions aid documentallon e neca11my. 1. Energy Efficiency Please refer to Ca~sbad Municipal Code (CMC) 18.21 .155 and 18.30.190,and the Cal~omia Green Building Standards Code (CALGreen) for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A. Residentialadditionoralteration~$60,000 building pennitvaluation. □ N/A _________ _ Details of selection chosen below must be placed on the plans referencing CMC □ Exception: Home energy score;:: 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one option: D Duct sealing □Attic insulation □ Cool roof □ Attic insulation ')(1978 and later Select one option: ~ighting package □ Water heating Package □ Between1978and1991 Select one option: □ Ductsealing □ Attic insulation □Cool roof □ 1992 and later Select one option : □ Lighting package □ Water heating package Updated 4/16/2021 3 8. D Nonresidential* new construction or alterations 2: $200,000 building pennit valuation, or additions;:: 1,000 square feet See CMC 18.21.155 and CALGreen Appendix AS D N/A A5.203.1.1 Choose one: D .1 Outdoor lighting □ .2 Restaurant service water heating (CEC 140.5) □ .3 Warehousedocksealdoors. D .4 Daylight design PAFs D .5 Exhaust air heat recovery □ N/A AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget (ProjectswithindoorlightingANDmechanical) □ NIA AS.211.1 ** □ On-site renewable energy: D N/A A5.211.3** □ Green power (If offered by local utility provider, 50% minim um renewable sources) D N/A AS.212.1 □ Elevators and escalators: (Project with more than one elevator or two escalators) D N/A AS.213.1 □ Steel framing : (Provide details on plans for options 1-4 chosen) D N/A ________ _ * Includes hotels/motels and high-rise residential buildings ** Foralterations2: $1,000,000 BPVand affecting> 75% existing gross floor area, ORalterationsthatadd 2, 000square feet of new roof addition: comply with CMC 18.30.130 (section 28 below) instead. 2. Photovoltaic Systems A. D 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. If project includes installation of an electric heat pump water heater pursuant to CAP section 38 below (low-rise residential Water Heating), increase system size by .3kWdc if PVoffsetoption is selected. Floor Plan ID (use additional CFA #d.u. Calculated kWdc* sheets if necessary) Total System Size: kWdc = (CFAx.572) / 1,000 + (1.15 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. kWdc Exception D D D D 8. D Nonresidential new construction or alterations 2:$1,000,000 BPV AND affecting 2:75% existing floor area, OR addition that increases roof area by ~2,000 square feet Please refer to CMC 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: D Gross Floor Area (GFA)Method GFA: □ If< 10,000s.f. Enter: 5 kWdc Min. System Size: □If~ 10,000s.f. calculate: 15 kWdcx (GFA/10,000) ** kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. Updated 4/16/2021 4 D Time-Dependent Valuation Method Annual TDVEnergy use: .. -______ .x .80= Min. system size: _____ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. D Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section. Provide complete details on the plans. □ For systems serving individual dwelling units choose one system: D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Heat pump water heater AND PV system . 3 kWdc larger than required in CMC 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential) □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Exception: □ For systems serving multiple dwelling units, install a central water-heating system with ALL of thefollowing: □ Gas or propane water heating system □ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low- rise residential) □ Solar water heating system that is either: D .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recovery □ Exception: B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide complete details on the plans. □ Water heating system derives at least 40% of its energy from one of the following (attach documentation): □ Solar-thermal □ Photovoltaics □ Water heating system is (choose one): □ Heat pump water heater D Electric resistance water heater(s) □ Recovered energy □Solar water heating system with .40 solar savings fraction □ Exception: 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. Updated 4/16/2 l 5 4. Electric Vehicle Charging A Residential New construction and major alterations• lease refer to CMC 18.21.140 when completing this section. )lone and two-family residential dwelling or townhouse with attached gara~e: . D One EVSE Ready parking space required ~Exception : ~CifOW D Multi-family residential: D Exception : ____________ _ Total Parking Spaces EVSE Spaces Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable" Calculations: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearestwhole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" *Major alterations are: (1) for one and two-family dwelling sand townhouses with attached garages, alterations have a building permit valuation.:: $60,000 or include 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. *ADU exceptions for EV Ready space (no EV ready space required when): (1) The accessory dwelling unit is located within one-half mile of public transit. (2) The accessory dwelling unit is located within an architecturally and historically significant historic district. (3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure. (4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit. (5) When there is a car share vehicle located within one block of the accessory dwelling unit. B. D Nonresidential new construction (includes hotels/motels) □ Exception : ____________ _ Please refer to CMC 18.21.150 when completing this section Total Parking Spaces Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other "Capable" I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required 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 □ 201 andover 10 percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces =. 10 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable" Updated 4/16/202 1 6 5. □Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on yoursubmitted plans to determinewhetherornoryourpermit requires a TOM plan. lfTDM 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 Use Office (all)2 Restaurant Retail3 Industrial Manufacturing Warehousing EmpADTfor first 1,000 s.f. 20 11 8 4 4 4 Emp ADTI 1000 s.f.1 13 11 4.5 3.5 3 1 , Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10'hEdition 2 For all office uses, use SAN DAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store , supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample cafcyfatjgns; 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 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree lo be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant Signature: _________________ _ Date: ______ _ Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed): __________________ _ Phone Number. ____ _ Email Address: __________________ _ Updated 4/16/2021 7 ( City of Carlsbad CLIMATE ACTION PLAN (CAP) COMPLIANCE CAP Building Plan Template B-55 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www .ca rlsbadca .gov The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. Use this form to summarize all applicable CAP measures for your project. IF CAP MEASURES ARE APPLICABLE, IMPRINT THIS COMPLETED FORM ONTO PROJECT PLANS. 1. ENERGY EFFICIENCY APPLICABLEi~ES □ NO Complies with CMC 18.30.190 ~ & 18.21.155 ~es ON/A Existing Structure, year built: _l_q_7_3~_ ~ Prepared Energy Audit? 0Yes No Energy Score: _____ _ Efficiency Measures included in scope: lrH,11'\-]l'{l:} f~k;/?t{1t 2. PHOTOVOLTAIC SYSTEM APPLICABLE: DYES ~o 3. 4. 5. Complies with CMC section 18.30.130 and 2019 California Energy Codesection150.l(c)14 0Yes ON/A Required Provided Size of PV system (kWdc): Sizing PV by load ca lculations D Yes 0No If by Loa d Calculations: Total calculated electrical load: 80% of load: Hardship Requested Hardship Approved Oves 0No □Yes □No ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: □ YES ~ Complies with CMC sections 18.30.150 and 18.30.170? D Yes D N/A Alternative Source: □ Electric □ Passive Solar Hardship Requested Hardship Approved DYes OYes ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: DYES Complies with CMC section 18.21.140? Panel Upgrade? Total EV Parking Spaces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved 0Yes ON/A 0Yes 0No Required Provided tzltes □Yes TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TDM Report on file with city? ~ City of Carlsbad CONSTRUCTION WASTE MANAGEMENT PLAN St.? i 1 7.'u?..1 8-59 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbodco.gov APPLICABLE TO NEW CONS RUCTION, RE SIDENTIAL ADDITIONS AND ALTERATIONS OVER $60K VALUATION ANO COMMERC IAL ADDITIONS AND ALTERATIONS OVER $200K. You are required to list materials that will be reused, recycled or disposed from your project. If you have questions about the recycling requirement or completing this form, please contact Republic Services at (760} 332-6464, a certified C&D recycler, or the Carlsbad Building Division at (442) 339-2719 Please note: Unless you are self-hauling, Republic Services or approved haulers must be use~ for all construction projects within the City of Carlsbad. PART 1 Complete and submit this form when applying for a Building Permit. Note: Permits will not be issued .__ ___ .. ~· h.a.ut a campleted CaostwctionJMa.'\leManagem.e.n,.c; ldU-----------------■ pe,mltNo. CBR2022-2472 ProjectTltle ADDITION & REMODEL > Proj'ectAddress2631 GALICIA WAY, CARLSBAD, CA 92009 APN 216-180-33~ Applicant Name RUBEN CASTRO Own~, Comractor □□ Last first Applicant Address 9474 KEARNY VILLA ROAD, SUITE 205 Phone ( 619 ) 706-9957 Applicant Mailing Address (if different than project address) Project Type (check all that oppfy): Residential [i] E-mail Address rcastro@marrokal.com Commercial □ Pu!llic Building □ Brief Description FAMILY ROOM ADDITION AT GROUND LEVEL. Other [l) DRAFTER 0 Project Size 488 SF Estimated Cost of Project$ \ Z 5 f OC() ''..!- (squa,e footage) Please check the appropriate box: I ✓f I plan on using REPUBLIC SERVICES roll-off bin(s) for all materials and will provide all receipts after construction. D I plan on using a City Approved hauler and will provide all receipts at the final occupancy inspection. D This is a proposed LEED certified project. I plan on separating materials on site in conjunction with Republic. Acknowledgement: I certify under penalty of perjury under the laws of the State of California that the information provided in and with this form pertains to construction and demolition debris generated only from the project listed in PART 1, that I have reviewed the accuracy of the information, and that the information is true and correct to the best of my knowledge and belief. Print Name RUBEN CASTRO Date 9/13/2022 Page 1 of4 Rev. 2.10.21 ' PART l Campi •t,i, obtai,, ,ignat.1re. and submit hi, form when applying for a Building Permit. tlote: Permit, wi ll not be issued without a completed Con;;tru t ion Waste Managemen Plan. DEBRIS RECYCLING ESTIMATE: • • Permit No . CBR2022-2472 Project Title ADDITION & REMODEL Project Address2631 GAUCIA WAY, CARLSBAD, CA 92009 APN 216-180-33-00 Applkant Name CASTRO, RUBEN Phone 619-706-9957 - Lost First -Complete the following table with estimated waste tonnage to be generated by your project. This is your plan for construction waste management. Changes can be made on the final recycle report. Goal: the diversion rate shall be 65% by weights of debris. A B C Material Type Estimated Place a(✓) check Place a ( ✓) check next Place a ( ✓) check next Waste Quantity next to items to be to items to be to items to be (tons) reused or sah1aged recycled disposed at landfill Compfete thi5 line of the table only if only using WASTE MANAGEMENT roll-off bins. Mb1ed C&D Debris Parktng kit Asphalt & Concrete 0 V . // Brick/ Masonry/ Tile 0.25 ✓- Mixed l.nert Debr~ 0.1 \I Cabinets, Doors, Fixtures, 0.2 J Windows (circle alt that apply) • Carpet 0 Carpet Padding/ Foam 0 Cardboard 0.02 ✓ Ceiling Tile (acoustic) 0 ✓ DrywaU (used, new, scrap) 0.2 ' ✓ ~ Landscape Debris (brush, trees, 0.4 ✓--stumps, etc.) No dirt. Unpainted Wood & Pallets 0.1 ✓ Concrete Roofing Materials 0 Scrap Metal 0.1 v Stucco 0.5 v ,/ V Other: TOTAL 1.87 • To meet 65% Diversion Requirement (estimate) 1.87 X 0.65: 1.2155 tons Total Estimated Waste from above Minimum Required Diversion Contractor/Owner Signature 1Ll°--\ c_~ Date °'L 13 / 10t.i1- Page 2 of 4 Rev. 711120 PART '2 Complet:': b~i:;irs lin::il insµe,;tion, obtain -ii~, ,:iorov,:,d ha\Jfr:!r r:ceip ; an., r2:urr, o ·i:1 • t iin,,i bllilding il pp '□val. DEBRIS RECYCLING REPORT (ACTUAL): Acknowledgement r certify under penalty of perjury under the laws of the State of California that the information provided in and with this form pertains to construction and demolition debris generated only from the project listed in PART 1, that I have reviewed the accuracy of the information, and that the information is true and correct to the best of my knowledge and belief. Permit No. CBR2022-2472 Print Name RUBEN CASTRO ----------,---,-----jr------- Address 2631 GALICIA WAY, CARLSBAD, CA 92009 Date Use this Final Log below to track loads of materials as they leave the job site. @@SAVE RECEIPTS@@ lndfcate FINAL quantities in tons for each material and save receipts and documents from facilities where material is taken. Additional Project log pages are available if necessary. Use City Conversion Table to convert volume to tons. Date Material Type A 8 C Actual Amt Reused or Salvaged Actual Amt Recycled Actual Amt Disposed in landfill Destination Facility (Name, Address, Phone) Example; 01/01/2020 Concrete (broken) 5 tons Palomar Transfer Station, 5960 fl Camino Real -760 603-0153 @TOTAL Diversion Rate Achieved -------~----------= ____ % Total of columns A + B Total of columns A + 8 + C DIVERSION Contractor/Owner Slgnature ______________ Date Attach the following documentation to this Report: Return completed form and documentation to: • Original recycling weight tickets, landfill weight tickets City of Carlsbad • Original donation receipts with photos and/or itemized descriptions Building Division (1st Floor) • Any other relevant information to support Recycling Report 1635 Faraday Avenue Carlsbad, CA 92008 Page 3 of 4 Rev. 04/22 Conversion Table for Common Construction Waste Column A Column B Column( Category Material Volume Tons[Unit Tons Mille<l Debris Construction cy )C 0.18 = Demolition cy )( 1.19 ;: Asphalt/Concrete Asphalt (broken) cy X 0.70 :: Concrete (broken) cy )( 1.20 = Concrete (solid slab) cy )( 1.30 ;;:; Brick/Masonry/Tile Brick (broken) cy X 0.70 = Brick (whole, patletized) cy X 1.51 = Masonry brick (broken} cy X 0.60 = Tile sq ft )( 0.00175 = Bui·lding Materiars (cabinets, doors, windows, etc.} cy X 0.15 :; Cardboard (flat) cy X 0.05 ;;:; Carpet By square foot sq ft l( 0.0005 = By cubic yard cy )( 0.30 = Carpet Padding/Foam sq ft )( 0.000125 = Ceiling Tiles Whole {palletized) cy X 0.0003 = Loose cy X 0.09 = Drywall (new or used} 1/2" ( by square foot) sq ft X 0.0008 = 5/8" (by square foot) sq ft X 0.00105 = Demo/used (by cu. yd.) cy l( 0.25 = Landscape Debris (brush, trees, etc.) c.y )I 0.15 = Asphalt Composition Shingles, asphal t Shingle cy )( 0.22 = Unpainted Wood/Pallets By board foot bd ft )( 0.001375 :. By cubic ya rd cy X 0.15 :; Trash/Garbage cy X 0.18 = Other (estimated weight) cy )I estimate = cy )I estimate = CV )( estimate = cy X estimate = Total all = Page 4 of 4 Rev. 2.10.21