Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2655 HIGHLAND DR; ; CBR2022-4146; Permit
Building Permit Finaled Residential Permit Print Date: 11/01/2023 Job Address: 2655 HIGHLAND DR, CARLSBAD, CA 92008-1028 Permit Type: Parcel#: BLDG-Residential 1561108600 Valuation: $15,562.80 Occupancy Group: #of Dwelling Units: 1 Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Second Dwelling Unit Permit No: Status: ( City of Carlsbad CBR2022-4146 Closed -Finaled Applied: 11/04/2022 Issued: 04/18/2023 Finaled Close Out: 11/01/2023 Final Inspection: 10/19/2023 INSPECTOR: Alvarado, Tony Kersch, Tim Renfro, Chris Description: CONVERT PORTION OF GARAGE TO JADU (220SF W/50SF ADDITION) JADU TOTAL 270SF Applicant: Property Owner: WRIGHT DESIGN ALGER 2002 TRUST SAMUEL WRIGHT 2911 STATE ST, # A CARLSBAD, CA 92008-2338 (760) 213-1460 FEE BUILDING PLAN CHECK 2645 HIGHLAND DR CARLSBAD, CA 92008-1028 BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) CERTIFICATE OF OCCUPANCY GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION REMODEL-RESIDENTIAL-OTHER 581473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $1,340.72 Total Payments To Date: $1,340.72 Balance Due: AMOUNT $336.70 $194.00 $98.00 $16.00 $175.00 $518.00 $1.00 $2.02 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES lT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov Ccifyof Carlsbad 2&5 RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 PC Deposit Date I JobAddress___!2..~(.ol~-~4,~S~~~:.!.l~C.,:!.!'.:~~1~.4~N.~t:,~~D~ll,,,~,~Unit: ____ .APN: IJ:;c:, • I lo• E>c., CT/Project #: _________________ .Lot #: ____ Year Built: ________ _ BRIEFDESCRIPTIONOFWORK: C:..o~vl!,11-1" pop.,,T10--. C)i: C.,4L.,,'.~L-, jO JAl)U.. / '41:>1:>1t1 ON E:c:.P--,J,41:11U [lf New SF: living SF, 2,., e:> Deck SF,_---,--_Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? f/$Y O N New Fireplace? O YON, if yes how many? ___ _ □ Remodel: _____ SF of affected area Is the area a conversion or change of use? r YO N D Pool/Spa: _____ SF Additional Gas or Electrical Features? ___________ _ 0 Solar: ___ KW, ___ Modules, Mounted:0Roof O Ground, Tilt: 0 YON, RMA: 0 YO N, Battery:OYO N, Panel Upgrade: OvON Electric Meter number: ------------0th er: APPLICANT (PRIMAR_Y f=0NTACT) PROPERTY ~WNER Name: "::o,,.C.r,...j H ia.-1 CJIJ. 'j Name:"":.>l-i,"IJ.~ ti, i:,,,'1-,JI i£L.1,,,,E... ,41...c:.., Ll'-- Address: ~..,II ~1',A.1'E.,. $ T, ,Ti:-,... Address: t.c:,,4';, ~i(.Jl-ll..~t;> l:>a,.. City: C:::-'7> i::, State: c;_,A Zio:"'j1,00 e, City: C:. e• P State:~ Zip: "1t. CIO., Phone: -1 II O • ~I~ • I+(... c:> Phone: ________________ _ Email: i,J ~I~~ 'T"HolJ ~f. e_c:.rll-'l••L..c;.oMEmail: _________________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: _________________ Business Name: _______________ _ Address: Address:. ________________ _ City: _______ State: ___ .Zip:_____ City: ______ State: ___ Zip: _____ _ Phone: Phone:. _________________ _ Email: Email: _________________ _ Architect State license: CSLB License #: ______ Class: ______ _ Carlsbad Business License# (Required): _______ _ APPLICANT CERT/FICA TION: I certify that I have read the application and state that the abov information is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating ta building construction. NAME (PRINT): "">,4tvf' W IZ.ll.t l-4 T -------DATE: I j. 4 -Z l- 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04122 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: lherebyaffirmunderpenaltyofperjurythatlam/icensedunderprovisionsofChapter9/commencingwithSection7000)ofDivision3 of the Business and Professions Code, and my license is in full force and effect. I a/so affirm under penalty of perjury one of the following declarations (CHOOSE ONE): 01 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. PolicyNo. ___________________________________________ _ -OR- 01 have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: -------------------------I Policy No. ____________________________ Expiration Date:-----------------, -OR- 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: FaUure to secure workers compensation coverage ls unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name:. _______________________ .Lender's Address: _______________________ _ CONTRACTOR CERT{FfCA T/ON: 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 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 dimensiom 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 1s 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. Afl 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): _________ SIGNATURE: __________ DATE: ______ _ Note: If the person signing above is an authorized agent for the contra "d er of authorization on contractor letterhead. -OR- (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: 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 lmproves 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- f:ti, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The ~ntractor'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- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, 0 FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-bu'ilder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is ovailobf e upon request when this application is submitted arot the folfawing Web site:http://www.feginfo.ca.govlcalaw.html. OWNER 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. AU proposed modifications and/Of 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 exlsUng 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 existenc of their construction, unless otherwise noted. NAME (PRINT): Note: If the erson si nin above Is an authorized a 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 DATE: II, 4. z z.., -+,f-F,;~,--,--.....,,....--- owner. Email: Building@carlsbadca.gov 2 REV. 04/22 ( City of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM 8-61 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner·-builder of the property located at: Site Address 'i'et'(' \,¼:\ ~la \.Q,1 a The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form to inform you of the responsibilities and the possible risks associated with typical construction activities issued in your name as the Owner-Builder. The City will not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and it is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform the property owner of his/her obligations related to the requested ·1 ctivities. I. nderstand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner II. Ill V u e ' building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner--Builder and am aware of ·ts of my insurance coverage for injuries to workers on my property. I understand building permits are not required to be signed by property owners unless they are responsible .,-..---r th onstruction and are not hiring a licensed contractor to assume this responsibility. I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I may protect myselffrom potential financial risk by hiring a licensed contractor and having the permit filed in his e ame instead of my own. I understand contractors are required by law to be licensed and bonded in California and to list their license son permits and contracts. I understand if I employ or otherwise engage any persons, other than California licensed contractors, and e total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer'' under state and federal law. 1 REV. 05/22 Owner-Builder Acknowledgement Continued VI.~ understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these ~~ubject me to serious financial risk. ~ I understand under California Contractors' State License Law, an Owner-Builder who builds single·· family resiaential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of th k • performed under contract with a licensed general building contractor. VII derstand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable o y nancial or personal injuries sustained by any subsequent owner(s) which result from any latent defects in the workmanship or materials. IX. '--f''<t--1 understand I may obtain more information regarding my obligations as an "employer'' from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information /-10_?-ensed contractors. ~I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: XI that, as the party legally and financially responsible forth is proposed construction activity, I will abide plicable laws and requirements that govern Owner-Builders as well as employers. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the .JW-- i n formation I have provided on this form. Licensed contractors are regulated by laws designed to protect the public, If you contract with someone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner·· Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. I declare under penalty of perjury that I have read and understand oil of the information provided on this form and that my responses, including my authority to sign th;s form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and I have either (1) consulted with legal counsel prior to signing this Jo. r (2) have waived this right in signing this form without the advice of legal counsel. r1\l\fbi__~lo.u_. _ ~rty Own~!Narfe(PRINT) rty Owner Signature 3 REV. 05/22 PERMIT INSPECTION HISTORY for {CBR2022-4146) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Closed -Finaled Application Date: 11/04/2022 Owner: TRUST ALGER 2002 TRUST Issue Date: 04/18/2023 Subdivision: PARCEL MAP NO 14722 Expiration Dale: 02/12/2024 Address: 2655 HIGHLAND DR CARLSBAD, CA 92008-1028 IVR Number: 44480 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Wednesday, November 1, 2023 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Status Passed Yes Yes Yes Yes Yes Page 5 of 5 PERMIT INSPECTION HISTORY for (CBR2022-4146) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Closed -Finaled Application Date: 11/04/2022 Issue Date: 04/18/2023 Expiration Date: 02/12/2024 IVR Number: 44480 Owner: TRUST ALGER 2002 TRUST Subdivision: PARCEL MAP NO 14722 Address: 2655 HIGHLAND DR CARLSBAD, CA 92008-1028 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Inspection Date Start Date 08/16/2023 08/16/2023 BLDG-17 Interior 220891-2023 Passed Tony Alvarado Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency August 16, 2023. BLDG-18 Exterior Lath/Drywall Checklist Item 1. Gypsum Board and green board at all wet locations, scope of interior drywall work any approved. 2. Exterior stucco, metal wire, lath, and all penetrations sealed, scope of work and approved. 3. SWPPPS and BMPS and all erosion control measures and devices installed-OK. 220890-2023 Passed Tony Alvarado COMMENTS BLDG-Building Deficiency August 16, 2023. BLDG-SW-Inspection Wednesday, November 1, 2023 1. Gypsum Board and green board at all wet locations, scope of interior drywall work any approved. 2. Exterior stucco, meta) wire, lath, and all penetrations sealed, scope of work and approved. 3. SWPPPS and BMPS and all erosion control measures and devices installed-OK. 220893-2023 Partial Pass Tony Alvarado Complete Passed Yes Complete Passed Yes Reinspection Incomplete Page 3 of 5 Building Permit Inspection History Finaled (city of Carlsbad PERMIT INSPECTION HISTORY_for: (CBR2022-4146) Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Closed -Finaled Application Date: Issue Date: Expiration Date: IVR Number: 11/04/2022 04/18/2023 02/12/2024 44480 Owner: TRUST ALGER 2002 TRUST Subdivision: PARCEL MAP NO 14722 Address: 2655 HIGHLAND DR CARLSBAD, CA 92008-1028 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection 06/21/2023 07/21/2023 BLDG-84 Rough Combo(14,24,34,44) 218105-2023 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 COMMENTS 06/21/2023 BLDG-11 214936-2023 F ou n dation/Ftg/P ie rs (Rebar) Checklist Item COMMENTS TEXT Status Cancelled Passed BLDG-Building Deficiency NOTES Created By Angie Teanio 619-277-9471 Taylor Chris Renfro Chris Renfro BLDG-21 214935-2023 Partial Pass Chris Renfro U nderground/U nderflo or Plumbing Checklist Item BLDG-Building Deficiency NOTES Created By Angie Teanio COMMENTS TEXT 619-277-9471 Taylor 07/21/2023 BLDG-84 Rough Combo(14,24,34,44) 218262-2023 Failed Chris Renfro 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 COMMENTS Not ready. Need roof and sheer installed. Wednesday, November 1, 2023 Reinspection Incomplete Passed No No No No No Complete Passed Yes Created Date 06/20/2023 Reinspection Incomplete Passed Yes Created Date 06/20/2023 Reinspection Incomplete Passed No No No No No Page 1 of 5 D E David Thomas Engineering, A.P.C. Structural Engineering Services Structural Calculations (JADU Addition/Garage Conversion) Project Alger Residence/ 22186 2645 Highland Drive Carlsbad, California 92008 Prepared For Sam Wright Wright Design 2911 State Street Carlsbad, California 92008 11-01-22 ,r~ ~ -.. ,t V''ti., \ ... ,s .. ,.,,17 Iii Mailing: 3525 Del Mar Heights Road, #331, San Diego, California 92130 Physical: 12625 High Bluff Drive, Suite 302, San Diego, California 92130 Office Phone: (858) 201-3072 Cell Phone: (858) 336-9902 Website: www.dtengsd.com Email: david@dtengsd.com 22186 a\)£ Job Alger Residence __ __,,_ _________ _ Calculated by ___ Date __ _ David Thomas Engineering TABLE OF CONTENTS 1. PROJECT SCOPE/ DESIGN CRITERIA. .. 2 DESIGN LOADS .... 3. VERTICAL ANALYSIS: A. HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC.) ... B. VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC.) ... 4. LATERAL ANALYSIS: A. SEISMIC/WIND LOADING ANALYSIS & LATERAL DISTRIBUTION ..... B. LATERAL LOAD-RESISTING DESIGN: I. SHEARWALL DESIGN ........ . II. CANTILEVERED STEEL COLUMN ELEMENTS ... Ill. STEEL MOMENT FRAMES ... IV. 5. FOUNDATION DESIGN: A. CONTINUOUS & SPREAD FOOTINGS ... B. RETAINING WALLS ......... . C. CONCRETE GRADE BEAMS... . . ..... . D. DEEPENED CONCRETE PIERS/CAISSONS .... E. 6. SCHEDULES: A. SHEARWALL SCHEDULE .. B. HOLD DOWN SCHEDULE ...... . C. SPREAD FOOTING SCHEDULE .. __ 9_-_J2_ _J_3.~J5_ ... ___ J_p __ _ Page 1 of 18 !BA I £ Job Alger Residence 22186 Calculated by ____ Date ___ _ David Thomas Engineering PROJECT SCOPE Provide vertical and lateral load calculations for a proposed JADU addition/ garage conversion to existing residence at 2645 Highland Drive, Carlsbad, California 92008. Residence to be constructed utilizing primarily wood-frame construction and the foundation system to consist of a conventional slab-on-grade with perimeter footings. A soils report was not provided for this project. Therefore, the foundation design will be based on the minimum soil bearing capacity as specified in the current version of the Governing Code -2019 California Building Code. David Thomas Engineering makes no representations concerning the suitability of the soils and/or minimum soil values allowed by the CBC. These calculations have been prepared for the exclusive use of Shaun & Danielle Alger and his consultants for the specific site listed above. Should modifications be made to the project subsequent to the preparation of these calculations, David Thomas Engineering should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary. Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices. GOVERNING CODE: CONCRETE: MASONRY: REINFORCING STEEL: STRUCTURAL STEEL: SAWN LUMBER: E.W.P.: GLULAMS: SOIL: DESIGN CRITERIA SUMMARY 2019 C.B.C. f'c = 2500 PSI (MIN.), NO SPECIAL INSPECTION REQ'D, (U.N.O ) ASTM C90, f'm = 1500 PSI, SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (U.N.O.) ASTM A992, Fy = 50 KSI (ALL 'W' SHAPES, ONLY) ASTM A36, Fy = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, Fy = 35 KSI (STRUCTURAL PIPES) DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 2018 NOS. BOISE-CASCADE: SCI-JOIST (ICC-ESR-1336), VERSA-LAM (ICC-ESR-1040) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) EXISTING NATURAL SOIL VALUES PER CBC TABLE 1806.2 (1,500 PSF) Page 2 of 18 Job Alger Residence --~----------22186 Calculated by ____ Date ___ _ David Thomas Engineering DESIGN LOADS ROOF DEAD LOAD: ROOFING MATERIAL .. SHEATHING RAFTERSIC.J. (or) TRUSSES ..... . INSULATION DRYWALL. OTHER (ELEC., MECH., MISC.) . TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: FLOOR DEAD LOAD: FLOORING FINISH LT. WEIGHT CONCRETE L__in.) .... SHEATHING JOISTS ........................................................... . DRYWALL ........................... . OTHER (ELEC., MECH, MISC.) TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: EXTERIOR WALL STUDS ........ . DRYWALL ....................................... . INSULATION ...... . EXTERIOR FINISH ... OTHER ... TOTAL LOAD: INTERIOR WALL STUDS ..... DRYWALL. OTHER. TOTAL LOAD: CASE 1 CASE II MATERIAL: TILES SLOPE: PITCHED MATERIAL: FINISH: 15.0 PSF PSF 1.5 4.0 1.5 2.5 0.5 25.0 PSF PSF -~20=.0~PSF_PSF 45.0 PSF PSF FLOOR DECK NIA NIA PSF PSF 2.0 2.0 3.5 3.5 2.5 2.5 3.0 3.0 .0 PSF .0 PSF .0 PSF .0 PSF .0 PSF .0 PSF STUCCO 1.0 PSF 1.0 PSF 2.5 2.5 1.5 1.5 1 0 .0 .0 1 . 0 _1_.0 16.0 PSF .0 PSF 1 .o PSF 5.0 1 .0 7.0 PSF Page 3 of 18 Job _ _;_cAe.,lgel'e"--r-'--R""e'""s"-'id,.,e"'n""c.,,.e __ ----"2""2--'-1 "-86"--- Calculated by ___ Date __ _ David Thomas Engineering Beam Design DESIGN LEVEL: '--'R"'O'-"'O"--F ____________ _ LABEL: ~RB=-_,_1 __ SPAN=~10~_ FT. W1 = 45 PSF (10.25/2+10.25/2) = 462 PLF (ROOF) W,= P,= P, = I ' I; , W1 10'-0" USE: =6=x1~0~-----GRADE: =D~F~#_,_1 __ C: __ R1 = 2370 lbs. R2 = 2370 lbs. ALT: _______ GRADE: ____ C: __ E= ____ ksi LABEL: -~R~B=-=2-SPAN= W1 = 45 PSF (2) = 90 PLF (ROOF) W,= W,= P1 = 2370 LBS (FROM RB-1) 6.5 FT. USE: ;.:;4x,,_1,..2~ _____ GRADE: OF #1 ALT: ______ _ GRADE: __ _ P1 I / W1 I \ ,_ 3 1-3" I ', 'I 61-6" C: __ R1 = 1510 lbs. R2 = 1510 lbs. C: __ E = ____ ksi Page 4 of 18 ' \ I,, , I \ , Wood Beam DAVID THOMAS ENGINEERING, APC Structural Engineering Services Office: (858) 201-3072 Cell: (858) 336-9902 Project Title: Engineer: Project ID: Project Descr: Alger JADU David Thomas, SE 22186 Project File: 22186-Alger JADU-Wright.ec6 UC#: KW-06015405, Build:20.22.8.17 DESCRIPTION: RB-1 DAVID THOMAS ENGINEER/NG, A.P.C. {c) ENERCALC JNC 1983-2022 CODE REFERENCES Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: IBC 2018 Material Properties Analysis Method: Allowable Stress Design Load Combination IBC 2018 Fb + Fb - 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing • l Douglas Fir-Larch No.1 Completely Unbraced Fe -Prlf Fe -Perp Fv Fl D 0.25625 Lr 0.205 6x10 Span= 10.0 ft Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.210pcf l Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D = 0.0250, Lr= 0.020 ksf, Tributary Width= 10.250 ft, (W1-ROOF LOAD) DES/13J'f_SUl'I//M_IJJJ)' Design OK Maximum Bending Stress Ratio = 0.513 1 Maximum Shear Stress Ratio 0.270 : 1 Section used for this span 6x10 Section used for this span 6x10 fb: Actual = 856.85psi fv: Actual = 57.44 psi Fb: Allowable = 1,670.52psi Fv: Allowable = 212.50 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span = 5.000ft Location of maximum on span = 0.000 ft Span# where maximum occurs = Span# 1 Span# where maximum occurs = Span# 1 Maximum Deflection Max Downward Transient Deflect/on 0.074 in Ratio= 1626 >=240 Span: : Lr Only Max Upward Transient Deflection O in Ratio= 0 <240 n/a Max Downward Tota! Deflection 0.170 in Ratio= 705 >=180 Span: : +D+Lr Max Upward Total Deflection O in Ratio= 0 <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ra[ros l'li'lomenf 'Values Sfiear 'values Segment Length Span# M V Cct CFN Ci Cr Cm C1 CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length= 10.0 ft 0.402 0.213 0.90 1.000 1.00 1.00 1.00 1.00 0.99 3.34 485.15 1206.62 1.13 32.52 153.00 +O+Lr 1.000 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length= 1 o.o ft 0.513 0.270 1.25 1.000 1.00 1.00 1.00 1.00 0.99 5.91 856.85 1670.52 2.00 57.44 212.50 +D+0.750Lr 1.000 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 10.0 ft 0.457 0.241 1.25 1.000 1.00 1.00 1.00 1.00 0.99 5.27 763.92 1670.52 1.78 51.21 212.50 +0.600 1.000 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00 Length = 10.0 ft 0.137 0.072 1.60 1.000 1.00 1.00 1.00 1.00 0.99 2.01 291.09 2130.74 0.68 19.51 272.00 Overall Maximum Deflections Load Combination Span Max. "-" Deft Location in Span Load Combination Max. "+" Def! Location in Span +D+Lr 0.1701 5.036 0.0000 0.000 Page 5 of 18 Wood Beam DAVID THOMAS ENGINEERING, APC Structural Engineering Services Office; (858) 201-3072 Cell: (858) 336-9902 Project Title: Engineer: Project ID: Project Descr: LIC#: KW-06015405, Build:20.22.8.17 DESCRIPTION: RB-1 DAVID THOMAS ENGINEERING, A.P.C. Alger JADU David Thomas, SE 22186 Project File: 22186-Alger JADU-Wrightec6 (c) ENERCALC INC 1983-2022 Vertical Reactions Support notation: Far left is #1 Values in KIPS ~L_o_a~d~C~o-m~b~in-a~ti~o-n ___________ S~u-p_p_o~rt-1'~s-u-pp_o_rt~2~-----------------------'"--· Overall MAXimum 2.363 2. 63 Overall M!Nimum 1.025 1.025 D Only 1.338 1.338 +D+Lr 2.363 2.363 +O+0.750Lr 2.107 2.107 +0.600 0.803 0.803 Lr Only 1.025 1.025 Page 6 of 18 Project Title: AlgerJADU DAVID THOMAS ENGINEERING, APC Structural Engineering Services Office: (858) 201-3072 Engineer: Project ID: David Thomas, SE 22186 Cell: (858) 336-9902 Project Descr: Wood Beam Project File: 22186-Alger JADU~Wright.ec6 LIC#: KW-06015405, BulJd:20.22.8.17 DESCRIPTION: RB-2 GODE REFERENCES DAVID THOMAS ENGINEERING, A.P.C. Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set: IBC 2018 Material Properties (c) ENERCALC INC 1983-2022 Analysis Method: Allowable Stress Des·Ign Load Combination· IBC 2018 Fb + 1,350.0 psl 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi E : Modulus of Elasticity Wood Species Wood Grade Beam Bracing Douglas Fir-Larch No.1 Completely Unbraced Fb- Fc-Prll Fe -Perp Fv Ft 0(1 34) Lr(1 03) Df0.05 Lr/0.041 4x12 Span= 6.50 fl Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.210pcf Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Point Load: D = 1.340, Lr= 1.030 k@ 3.250 ft, (FROM RB-1 (P1 )) Uniform Load: D = 0.0250, Lr= 0.020 ksf, Tributary Width= 2.0 ft, (W1· FROM ROOF) DES/Gt,/ SU,MlWJRY. Design OK Maximum Bending Stress Ratio = 0.395 1 Maximum Shear Stress Ratio 0.254 : 1 Section used for this span 4x12 Section used for this span 4x12 fb: Actual 710.56psi fv: Actual = 53.87 psi Fb: Allowable = 1,800.65psi Fv: Allowable 212.50 psi Load Combination +D+Lr Load Combination +D+Lr Location of maximum on span 3.250ft Location of maximum on span = 5.575 ft Span# where maximum occurs = Span# 1 Span# where maximum occurs = Span# 1 Maximum Deflection Max Downward Transient Deflection 0.018 in Ratio= 4371 >=240 Span: : Lr Only Max Upward Transient Deflection O in Ratio= 0 <240 n/a Max Downward Tota! Deflection 0.041 in Ratio= 1881 >=180 Span: : +D+Lr Max Upward Total Deflection O in Ratio= o <180 n/a Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment 9alues Sfiear 'values Segment Length Span# M V Cd CFN Ci Cr Cm Ct CL M fb F'b V fv F'v DOnly 0.00 0.00 0.00 0.00 Length = 6.50 ft 0.308 0.201 0.90 1.100 1.00 1.00 1.00 1.00 0.98 2.49 404.18 1311.25 0.81 30.71 153.00 +D+Lr 1.100 1.00 1.00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 Length = 6.50 ft 0.395 0.254 1.25 1.100 1.00 1.00 1.00 1.00 0.97 4.37 710.56 1800.65 1.41 53.87 212.50 +D+0.750Lr 1.100 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 6.50 ft 0.352 0.226 1.25 1.100 1.00 1.00 1.00 1.00 0.97 3.90 633.97 1800.65 1.26 48.08 212.50 +0.60D 1.100 1.00 1.00 1.00 1.00 0.97 0.00 0.00 0.00 0.00 Length = 6.50 ft 0.107 0.068 1.60 1.100 1.00 1.00 1.00 1.00 0.96 1.49 242.51 2270.61 0.48 18.42 272.00 Overall Maximum Deflections Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+Lr 0.0414 3.274 0.0000 0.000 Page 7 of 18 Wood Beam DAVID THOMAS ENGINEERING, APC Structural Engineering Services Office: (858) 201-3072 Cell: (858) 336-9902 Project Title: Engineer: Project ID: Project Descr: LIC#: KW-06015405, Build:20.22.8.17 DESCRIPTION: RB-2 DAVID THOMAS ENGINEERING, A.P.C. AlgerJADU David Thomas, SE 22186 Project File: 22186-Alger JADU~Wright.ec6 (c) ENERCALC INC 1983-2022 _V~e_rt_i~c~a~I_R~e~a~c~ti_o_n_s __________ ~-~~~-~S~u_p_po_rt_no_t_at_ion:F _a_r_le_fl_is_#_1 _____ v_a_l_ue_s_i_n_K_I_P_S ______ _ Load Combination Support 1 Support 2 "o~v-e-,-a1-1 ~M~AA~,m_u_m____________ 1.505 1.sos Overal! M!Nimum 0.645 0.645 D~ O.B DB +D+Lr 1.505 1.505 +D+0.750Lr 1.344 1.344 +0.60D 0.516 0.516 Lr Only 0.645 0.645 Page 8 of 18 10/31/22, 3:54 PM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. O The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why0 £:\TC Hazards by Location Search Information r Address: 2645 Highland Drive Carlsbad California 92008 iii nJ Island ' ~set1tic.1t Coordinates: 33.1712597, -117.3408744 i Habitat. •. Tcmi?cula o Le W Elevation: 171 ft Clevel □nd AnLu-1 (Jutiorwl f'orest De Timestamp: 2022-10-31T10:24:27.9682 Stut1 Hazard Type: Wind Go gle . c,..,.., n:,,,, .......... Ma[? data ©2022 .G.o_oQle, INEGI Report a map error ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 67 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph MRI 25-Year 72 mph MRI 25-Year 79 mph MRI 50-Year 77 mph MRI 50-Year 85 mph MRI 100-Year 82 mph MRI 100-Year 91 mph Risk Category I 89 mph Risk Category I 100 mph Risk Category 11 96 mph Risk Category 11 110 mph Risk Category 111 102 mph Risk Category Ill-IV 115 mph Risk Category IV 107 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceed;ng w;th des;gn. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out wh¼ 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 asSUP1f9~~ &~Qonsibili https:J/hazards.atcounci!.orgf#/wind?lat=33.1712597&Ing=-117 .34087 44&address=2645 Highland Drive Carlsbad%2C California 92008 10/31/22, 3:55 PM ATC Hazards by Location A This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. 0 The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. C\TC Hazards by Location Search Information [. _ . _ ..... . Address: 2645 Highland Drive Carlsbad, California 92008 1l1na Island ~senlrnl Coordinates: 33.1712597, -117.3408744 \ l-labit,it.. Temecula 0 171 ft Elevation: 171 ft 2022-10-31T10:25:09.3852 pc~,~ Cleveland Anza-1 Timestamp: Hazard Type: Reference Document: Risk Category: Site Class: Seismic ASCE7-16 II D-default Basic Parameters Name Value Ss 1.039 S1 0.378 SMs 1.246 SM1 * null Sos 0.831 So1 * null * See Section 11.4.8 Go gle Description 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 ..,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 0.898 Coefficient of risk (0.2s) CR1 0.908 Coefficient of risk (1.0s) PGA 0.456 Naliorml Fores\ De S!uh c-.:....,_ n:.,,,,,...- Map da_ta @2qI2_G_o_oQ_le, l~EGI Report a map error MCEG peak ground acceleration Page 10 of 18 https://hazards.atcouncil.org/#/seismic?lat=33.1712597&Ing=-117 .34087 44&address=2645 Highland Drive Carlsbad%2C California 92008 Job Alger Residence 22186 Calculated by ____ Date _____ _ David Thomas Engineering LATERAL DESIGN (Sheet 1) 4.13 Wind Design Method Used -Main Wind-Force Resisting System (MWFRS) -Envelope Method -Part 2 Maximum Building Height (z) =~5 feet Design Wind Speed= 96 mph (per ASCE-7, Figure 26.5-lA) Exposure Category= C (per ASCE-7, 6.5.6.3) Importance Factor(!)= 1.00 (per ASCE-7, Table 1.5-2) K,, = 1.00 (per ASCE-7, 26.8.2) 'A= 1.21 (per ASCE-7, Figure 28.5-1) Psso = 17.80 psf (per ASCE-7, Figure 28.5-1) 0.6 x Ps =! 12.92!psf Ps = AX K,.x Psso (per ASCE-7, 28.5.3, Equation 28.5-1) (reduced for ASD load combos) Adjust Factor A Table Mean Roof Exposure Height (ft) B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Seismic Design Method used -Equivalent Lateral Force Procedure Occupancy Category= 2 (per ASCE-7, Table 1-1) (Residential= 2.0) R = (per ASCE-7, Table 12.2-1) (Wood Shearwalls = 6.5) 6.5 I= (per ASCE-7, Table 11.5-1) (Residential= 1.0) 1.00 Site Class= (per ASCE-7, 11.4.2) (Assume Site Class= "D" w/o Soils Report] D (Default Ss = g (0.2 sec) F, = ~ Sos= 0.831 g 1.039 S1 = g (1 sec) F,= ~ S01 = 0.484 g 0.378 Seismic Design Category (SDS) = Seismic Design Category (SDl) = D D T, = 0.152 Cs= 0.128 Csm~ = 0.489 Csm!n = 0.010 Csact = 0.128 p = 1.3 V = 0.119 (Use the worst case seismic design category) sec C,h; (per ASCE-7, Equation 12.8-7) S0s/(R/I) (per ASCE-7, Equation 12.8-2) S01/T,(R/r(per ASCE-7, Equation 12.8-3) Csm,, > 0.01 or 0.5Si/(R/1) (per ASCE-7, Eq. 12.8-5 / 12.8-6) Assumed W, (Csac,'P)*W,/1.4 (ASD) Factor of Safety x I 1.20 j = !0.142 lw, Job Alger Residence 22186 Calculated by ____ Date ____ _ David Thomas Engineering BUILDING WEIGHTS Total Installed Roof Weight Total Installed Deck Weight Total Installed Interior Wall Weight Total Installed Exterior Wall Weight Commercial Partition Loads? ROOF LOADS LATERAL DESIGN (Sheet 2) =§~ ~:: ROOF = 7 psf = 16 psf c N YorN Roof Project. Height Plate Height * Alternate Ext. Wall Diaphragm Area Roofe 272 sq. ft. D~~~ :l,__----,l~q. ft. Exterior Wall Length Interior Wall Length Minimum Diaphragm Dimension TOTAL BUILDING DEAD LOAD, WT. C5(adjusted) BASE SHEAR, V LATERAL LOAD DISTRIBUTION Story Area (A) Story Unit Shear (vx) WIND VS. SEISMIC COMPARISON Wind Pressure (P) Story Linear Forces NORTH-SOUTH NORTH-SOUTH EAST-WEST EAST-WEST Wind Seismic Wind Seismic C 73.5 ft. C 7 ft. N-S C 26.5 ft. C 12,925,00 C 0.142 C 1,841,70 272 sq. ft. 6.77 psf 12.92 psf = ROOF C 12.92 psf 6.77 psf = 12.92 psf 6.77 psf X X X X LBS. LBS. E-Wcj TOTAL= 10.251ft. 12925 LBS. See Lateral Design Loads Spreadsheet See Lateral Design Loads Spreadsheet 9.5 ft. 26.5 ft. 9.5 ft. 123 plf 179 plf 123 plf SEISMIC GOVERNS WIND GOVERNS 10.25 ft. 69 plf ff1 Job __ A~lg~e_r ~R~e-"-s~id~e_n_ce~ ___ 2_2_18_6 __ LJiliE~j Calculated by ___ D=T~ Date ____ _ David Thomas Engineering Shearwall Design ROOF Story Shearwalls E-W Direction Unit Lateral Load, v = 6.77 psf Gridline A BETW 1 & 2 Tributary Area (This Level): =(2=6~-=5/=2~) x~10=·=2=5 _________________ ~13=6~ sq. fl. Lateral Load (This Level): -----------------------~9=20~_ Lbs Lateral Load (Level Above): Lbs Total Load (All Levels), F,= ----~9=2=0 __ Lbs Total Shearwall(s) Length, L =_~3~+~4_=~7~ _______ 11. Unit Wall Shear, v = F,/L Shearwall Type: @ = --~13~2~-plf Overturning: Panel Design Width = ___ ft. OR __ Okay by Inspection Uplift= 132 7.5 = 990 Lbs Holdown Anchor Type: II] HDU2 -------------------- Gridline C BETW 1 & 2 Tributary Area (This Level): ~/2~6=. =5/=2~) ~x~1=0-=2=5 _________________ ~13~6~ sq. ft. Lateral Load (This Level): c-----------------------~9~20~_ Lbs Lateral Load (Level Above): Lbs Total Load (All Levels), F,= ____ ~9=2ce0 __ Lbs Total Shearwall(s) Length, L = -~7~.5~ _______ ft. Unit Wall Shear, v = F,/L Shearwall Type: @ = --~12=3~_ plf Overturning: Panel Design Width = ___ ft. OR __y_ Okay by Inspection Uplift = _____________________________ Lbs Holdown Anchor Type: 0 -------------------- Page13of18 ~ Job __ A_l~g~e_r ~R_e_si_d_e_nc_e ____ 2_21_8_6~_ Calculated by DT Date ____ _ David Thomas Engineering Shearwall Design ROOF Story Shearwalls N-S Direction Unit Lateral Load, v = 6.77 psf Gridline 1 BETW A & C Tributary Area (This Level): ~(3=0~/2=)x=2=2~+~(1~1=/2=)x=6~----------------3=6~3 sq. ft Lateral Load (This Level): 2458 Lbs Lateral Load (Level Above): Lbs Total Load (All Levels), F,= 2458 Lbs Total Shearwall(s) Length, L = -~5~ _______ ft. Unit Wall Shear, v = F,/L Shearwall Type: @ = --~49~2~-plf Overturning: Panel Design Width= ___ ft. OR __ Okay by Inspection Uplift = 492 10 Holdown Anchor Type: [BJ HDU5 =4920 -------------------- Gridline 2 BETW A & C Lbs Tributary Area (This Level): ~1~1~/2=x6~--------------------=33~-sq. ft. Lateral Load (This Level): 224 Lbs Lateral Load (Level Above): Lbs Total Load (All Levels), F,= ----~2-2~4 __ Lbs Total Shearwall(s) Length, L = -~5~ _______ 11. Unit Wall Shear, v = F,/L Shearwall Type: @ = --~45~_ plf Overturning: Panel Design Width= ___ ft. OR __ Okay by Inspection Uplift= ~45~1=0~---------------------=~4=50~_ Lbs Holdown Anchor Type: IT] HDU2 -------------------- Page14of18 Calculated by --~D~T~ Date ____ _ David Thomas Engineering Shearwall Design ROOF Story Shearwalls E-W Direction Unit Lateral Load, v = 12.92 psf Gridline A BETW 1 & 2 Tributary Area {This Level): ~{2=6=.5=/2=)~x~1~0=/2 ___ W=IN~D~--------------6~7~ sq. ft. Lateral Load (This Level): 865 Lbs Lateral Load (Level Above): Lbs Total Load (All Levels), F,= Total Shearwall(s) Length, L =_~3~+~4_=~7~ _______ ft. Unit Wall Shear, v = F,/L Shearwall Type: @ = --~12~4~-plf Overturning: Panel Design Width= ____ ft. OR __ Okay by Inspection Uplift= 124 10 Holdown Anchor Type: [[I HDU2 865 Lbs = 1240 Lbs -------------------- Gridline C BETW 1 & 2 Tributary Area {This Level): ~'2~6~.5~/2-)~x~1~0-/2 ___ W=IN=D ______________ ~67~ sq. ft. Lateral Load (This Level): 865 Lbs Lateral Load (Level Above): Lbs Total Load {All Levels), F,= Total Shearwall{s) Length, L = -~7~_5 ________ ft. Unit Wall Shear, v = F,/L Shearwall Type: @ = --~1~16~_ plf Overturning: Panel Design Width= ___ ft. OR ~ Okay by Inspection 865 Lbs Uplift= _____________________________ Lbs Holdown Anchor Type: D -------------------- Page15of18 Calculated by ____ Date ____ _ David Thomas Engineering CONTINUOUS FOOTING DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = ~15~□=□'-----psf (Per Design Criteria) ~N=ew~ __ Continuous Footing (CF-1) Cont Footing Width= _1=.2=5 ___ ft. Cont. Footing Depth = 1.5 ft. Allowable Line Load= ASBP x Footing Width= 1875 plf Maximum Line Load (Gridline _A __ )= 323 plf Allowable Point Load= ASBP x Footing Width x 2 x Footing Depth= 5625 lbs. USE: __ ~."WIDE X _ R ____ " DEEP CONT. FOOTING w/ ( 2 ) -#_4_ BARS (TOP & BOTTOM) SPREAD FOOTING DESIGN P-1 Spread Footing: Allowable Point Load= ASBP x Footing Width x Fooling Width= _6~0~0~0 ___ lbs. USE: 24" SQUARE X ____ 18 ___ • DEEP CONT. FOOTING w/ (2) -#_ 4 __ BARS (EA. WAY@ BOTTOM) P-2 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = __ 9~3_75~ __ lbs. USE: 30" SQUARE x ___ R---" DEEP CONT. FOOTING wt (3) -#........c4c___ BARS (EA. WAY@ BOTTOM) P-3 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = 13500 lbs. USE: 36" SQUARE X ---R---• DEEP CONT. FOOTING w/ (4) -#~4~_ BARS (EA. WAY@ BOTTOM) P-4 Spread Footing: Allowable Point Load= ASBP x Footing Width x Footing Width= -~1~8=37~5~_ lbs. USE: 42" SQUARE X _18 ____ " DEEP CONT. FOOTING w/ (5) -#_4_ BARS (EA. WAY@BOTTOM) P-5 Spread Footing: Allowable Point Load= ASBP x Footing Width x Footing Width= 24000 lbs. USE: 48" SQUARE X --R----• DEEP CONT. FOOTING w/ (6) -#~4'--_ BARS (EA. WAY@ BOTTOM) Page 16 of 18 7J ro "' ~ Q, CD SHEARy\\ALL SCHEDULE (201'1 CBC) MARK VALUE MATERIAL NAIL B.N. I F.N. SILL PLATE ATTACH. BOT. PLATE ATTACH. TOP PLATE ADDITIONAL (PLF) SIZE E.N. 5/B"¢ A.B. SPACING NAILS I SCREY..S CLIPS NOTES 0 260 3/B" CDX Bd b" 1211 4B" O.G. lbd@ 4" O.C. A35 @ lb" O.C. - 0 340 15/32" CDX IOd b" 12 11 32" O.C. lbd@ 4" 0.G. A35 @ 12" 0.C. - 0 350 3/B" CDX Bd 4" 121[ 32" O.C. lbd@ 4" 0.G. A35@ 12" 0.G. - 0 550 3/B" STRUC I Bd 3" 12" 24" O.C. 1/411¢ X 811 11SD511 A35@ B" 0.C. SEE NOTES SCREl'I @ B" O.C. 13, 14, I 15 0 130 3/B" STRIJC I Bd 2" \2 11 lb" 0.C. 1/411¢ X 811 1150511 LTP4@ B" O.G. SEE NOTES SCREl'I @ 4" O.C. 13, 14, I 15 0 B10 15/32" STRUC I IOd 2" 1211 lb" 0.C. 1/4"¢ x 811 "SDS" L TP4 @ B" O.C. SEE NOTES SCREl'I @ 4" O.C. 13, 14, I 15 0 1211 15/32" STRUC I IOd 2" 12" B" O.C. 5/B"¢ x B" LAG L TP4 @ b" O.C. SEE NOTES (APPLY BOTH SIDES) SCREr"l @ B" O.C. 13, 14, 15, I lb !,Qig_ I. PROVIDE "4-PL Y" SHEATHING @ 3/e' THICKNESS t "5-PL Y' @ 15/32' SHEATHING. Y',000 STRUC.TURAL PANEl..5 SHALL WHPLY r'{ITH DOG PSI OR DOC. f'52. 2. ONLY e,oKHQN NAILS ARE TO BE USED FOR ALL SHEA.THING ATTAC.HHENT. NAIL 6lJN5 USING 'GLIPPEP HEAD' OR "SINKER' NAILS ARE NOT AGGEPTABLE. 3. ALL SHEARWALL.5 TO PENETRATE THROUGH CEILING JOIST AND ATTIC TO TIE INTO UPPER HORIZONTAL DIAPHRAGM lJNLE55 ENGINEERED DRAG ME'r-16ER 15 PRESENT. 4. MINll'-11Jl-1 EDGE DISTANGE FOR NAILS IN THE REGEIVING MEMBERS SHALL BE 3/e/' FOR 2" NOMINAL REG-ElYING MEMBERS AND 1/2" FOR 3' NOMINAL REGEIVIN& MEMBERS. 5. SHEAR PANELS SHALL BE APPLIED DIREC,TLY TO STUP FRAMING AT 16" ON GENTt:R MAXIM.JH AND ALL PANEi.. ED6E5 5HALL BE Bl.OGKED WITH MINIMUM 2x BLOCKING, U.N.O. b. NO PANEL V'l\DTH l.E5$ THAN 12' SHALL BE U5ED. 5HEAR>Wl.S v-llTH MORE THAN ONE YERTIGAL PANEL IN HEl6HT SHALL HAVE HORIZONTAL 5TA66ERED 5PLIC,ED .JO\NTS. 1. STI):;C.O AND/OR EXTERIOR VENEER OVER A ~D 5HEA1HIN<S 5HEARWALL SHALi. BE i'!ATERPROOFED HIT!S A MINll'IJM OF (2) LAYERS OF 15 LB. FELT PAPER. B. USE DOOOLAS FIR NO. 2 PRE55URE TREATED SILL PLATcS THAT COMPLY YllTH THE NDS. EN<SINEER TO BE NOTIFIED IF OT!SER SPEclE5 ARE IJSED OR PART OF EXISTIN<S EUILDIN<S. '1. 9" x 9" x 0..22'1' (HINIHIJK) PLATE f"JJ'6HERS SHAU.. SE USED AT ALL SHEARWALL ANC,HoR BOLTS. )'{.ASHER SHALL EXTEND TO rilTHIN 1/2" OF EDGE OF THE BOTTOM PLATE ON THE SHEATHED SIDE. (SIHPSON "BPS-9"@ 2 x 4 5TVD FRAMING t 'SPS-6'@ 2 x 6 AND LARGER STUD FR..A.MING AGGEPTABLE) 10. ANC,HoR BOLTS M.JST BE EMBEDDED 1" MlNIH.JM INTO NEH CONC.-RETE. MINIMUM EDGE DIST ANGE AND C,ONC,RETE f'ROTEC.TION SHALL COKPL Y HITH GBG AND AC-I GODE PROVISIONS. II. SILL PLATES TO BE ATTACHED USING A HINIMJH OF (2) ,A.NC.HOR BOLTS PER PIEC,E Hint ANCHOR BOLTS LOGATED 4-3/B" MINIHUM 4 12" MAXIMLIH FROM EACH END. 12. HOL.DOHN ANCHOR 15 IN ADDITION TO THE SILL ANCHOR SOL.TS. 19. 9x SILL PLATES (BOTTOM PLATES TO REMAIN 2x), 9x BLOCKING t 9x STIJDS@ ALL PANEL EDGES REGUIRED. 14. 4x 6LOCKIN<S OR BEAM REQUIRED eaoYl BOTTOM PLATE ¾REH ATTAGHMENT. SGRE/\5 TO 6E 5TM<SERED. 15. f'mODIC SPECIAL INSPECTION REQJIRED PER CBC CHAPTER 11. ONE I TYlO FAMILY DYlELLIN<SS LESS T!SAN TY<O STORIES IN HEl<SHT Af30VE &RADE H/o IRRE<SULARITIES ARE EXEMPT. 16. SHEATHING APPLIED TO EACH PAGE OF 9x STLIDS@ 16" O.C,. STA66ER HORIZONTAL t VERTIC,AL PANEL JOINTS EACH SIDE OF HALL. 11. ALL NAILS SHALL HAVE A MINll'/4.IM f'ENETR..A,TION INTO FRAMING MEMBERS OF 1-1/2 INC,HES. 8d C,OM'MON = 0.131"0 x 2-1/2", \Od COMMON= O.14B"0 x 3". 0 ~ ..... 0.. >-:l :::,-- 0 s ~ (/l tTl ~ (TO ..... ~ (P (P ""I ..... ~ (TO ~ ~ n '" 0 " Cl" s '" rt (1) i p. Cl" '< ;o (1) /JI 0: ~ 1iil ' 0 '" rt (1) I N N ~ 0:, 0, Job -~Aw.l~g,,_er._R'-""'es"'-id,.,e"'n,,c""e'---_ _,_2.._2-"1 8,,_,6"--- Calculated by ____ Date ___ _ David Thomas Engineering HOLD-DO!A!N SCHEDULE MARK HOLD-DOV'lN DEVICE VALUE 0 4x POST v,i/ "HSTG40" FLR-TO-FLR H.D. 3,080 LBS. @] 4x POST v-1/ "HSTG52" FLR-TO-FLR H.D. 4,620 LBS. @] 4x POST v,i/ "HSTG66" FLR-TO-FLR H.D. 5,860 LBS. @] 4x POST v-1/ "HSTG4853" FLR-TO-FLR H.D. 3,"115 LBS. [I] 4x POST v-1/ "HSTG6653" FLR-TO-FLR H.D. 4,505 LBS. [] 4x POST v-1/ "HDU2" HOLD-DOHN 3,015 LBS. ON 5STBl6 A.B. (5/8"¢ AB.) @] 4x POST v,i/ "HDU4" HOLD-DOHN 4,565 LBS. ON 55TB2O AB. (5/8"¢ A.BJ [8J 4x POST v-1/ "HDU5" HOLD-DOHN 5,645 LBS. ON SSTB24 A.B. (5/8"¢ A.BJ QJ 6x POST v,i/ "HDU8" HOLD-DOHN 1,810 LBS. ON 55TB28 A.B. (1/8"¢ A.B.) [£] 6x POST v-1/ "HDUII" HOLD-DOHN "1,335 LBS. ON SB lx3O AB. (I"¢ A.BJ [I] 6x POST v-1/ "HDUl4" HOLD-DOHN 14,445 LBS. ON 55 lx3O AB. (I"¢ AB.) [BJ bx POST v-1/ "GM5Tl2" FLR-TO-FLR H.D. "1,215 LBS. (END LENGTH NAILING TO POST, L=S'-3" HIN.) [EJ NOTE5, I. HOLD DOffi ANCHORS M\J5T BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2. DEEPEN FOOTIN55 TO PROVIDE 9" MIN. CONCRETE WYER Y-IHERE HOLD-DOffi ANCHORS ARE LON5ER THAN THE FOOTIN5 DEPTH. 9. U5E (RJ) OPTION ON 5THD HOLD-DOY-INS FOR RAISED Y'lOOD 5UB-FLOOR CONDITION. 4. MSTC HOLD-DO~S MAY U5E 16d SINKERS OR IOd WMMON NAILS. 5. MSTC HOLD-DO~S TO BE CENTERED BETi"IEEN WPER 4 LOl'lER FLOORS. MAXIMUM CLEAR SPAN = IE>". NAILS NOT REGIUIRED IN CLEAR SPAN (Riel BOARD) AREA. Page18of18 ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 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) must be included with the building permit application. The Carlsbad Municipal Code (CMG) 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. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen 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 required by ordinance, check NIA and provide an explanation or code section describing the exception. Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMG) and/or Energy Code and Green Code sections. Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: BP No.: ( CQ Contact information of person completing this checklist (if different than above): Name: Company name/address: 8-50 Contact Phone: Contact Email: Page 1 of 7 Revised 05/22 6-0,.,.. 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 _______ _ • • ·•.•w.i.::c·· •. • !:~~ ., · .. -. . . . : '~'., ~-,, ',, A high-rise residential building is 4 or more stories, including a .Resldential Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use ,f-"New construction 2A', 3A', 1B, 2B, 'Includes detached, newly constructed ADU 4A', 3B, 4A • Additions and alterations: • BPV < $60,000 N/A N/A All residential additions and alterations □ BPV ;e $60,000 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages □ Electrical service panel upgrade only only. 'Multi-family dwellings only where interior finishes are removed □ BPV ;e $200,000 1A, 4A' 1 B, 4A' and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed □ Nomaeiden1lal □ New construction 18, 2B, 3B, 4B and 5 □ Alterations: □ BPV ;e $200,000 or additions :a 1,000 18,5 square feet □ BPV:e $1,000,000 18,28,5 Building alterations of :a 75% existing gross floor area □ ;e 2,000 sq. ft. new roof addition 28, 5 18 also applies if 8PV ;e $200,000 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18.30.190,and the California 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 D Residentialadditionoralteration~$60,000buildingpennitvaluation. □ N/A _________ _ Details of selection chosen below must be placed on the plans referencing CMC □ Exception: Home energy score ;e 7 18.30.190. (attach certification) Year Built Single-family Requirements Multi-family Requirements D Before 1978 Select one option: D Ductsealing □ Attic insulation □ Cool roof D Attic insulation D 1978 and later Select one option: D Lighting package D Water heating Package D Between 1978and 1991 Select one option'. D Ductsealing D Attic insulation □Cool roof D 1992 and later Select one option: D Lighting package □ Water heating package Updated 4/16/2021 3 B. 0 Nonresidential' new construction or alterations~ $200,000 building pennit valuation, or additions~ 1,000square feet. See CMC 18.21.155and CAL Green Appendix AS D N/A AS.203.1.1 Choose one: D .1 Outdoorlighting □ .2 Restaurant service water heating (CEC 140.5) D .3Warehousedocksealdoors. □ .4Daylightdesign PAFs □ .5Exhaustairheatrecovery □ NIA AS.203.1.2.1 Choose one:□ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energybudget(ProjectswithindoorlightingANDmechanical) □ NIA A5.211.1" □ On-site renewable energy: D N/A AS.211.3" D Green power (lfolfered by local utility pro~der, 50% minimum renewable sources) D N/A A5.212.1 D Elevators and escalators: (Projectwith 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 --------- "Foralterations;e $1,000,000BPVand affecting> 75% existinggrossfloorarea, OR alterations thatadd2,000squarefeetof newroofaddition: comply with CMG 18.30.130 (section 2B below) instead. 2. Photovoltaic Systems A O Residential new construction (for low-rise residential building pennit 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 pursuantto CAP section 38 below(low-rise residential Water Heating), increase system size by .3kWdc if PV offset option 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 calcuafion where CFA = cona1fional 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 B. D Nonresidential new construction or alterations ~1,000,000 BPV AND affecting ~75% existing floor area, OR addition that increases roofarea by ~2,000 square feel 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: □ Gross Floor Area (GFA)Method GFA □ If< 1 O,OOOs.f. Enter: 5 kWdc Min. System Size: □ lf;e 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 □ Time-Dependent Valuation Method Annual TDVEnergy use: ... ______ .x .so~ 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: □ 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: □ .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 □ 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 traction □ 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 4/16/21 5 4. Electric Vehicle Charging A O Residential New construction and major alterations' Please refer to CMC 18.21.140 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: □ One EVSE Ready parking space required □ Exception : □ Multi-family residential· □ 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 dwellings and townhouses with attached garages, alterations have a building pemnit 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 penmit valuation ~$200,000, interiorfinishes 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 untt 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) / 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 and over 1 O percent of total 50 percent of Required EV Spaces Calculations: Total EVSE spaces= .10x 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" Updated 4/16/2021 6 5. □Transportation Demand Management (TDM): 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 your submitted planstodetenninewhetherornoryourpennit requires a TOM plan. If TOM is applicable to your pem,it, staff will contact the applicant to develop a site-specific TOM plan based on the pem1itdetails. I acknol'Aedg he pla my pem1it re a TD Employee ADT Estimation for Various Commercial Uses Office (all), 20 Restaurant 11 Retaib 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10thEdition 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 11000 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 11,000 x 4.5) + 8 = 46 Employee ADT may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should rstand that an approved TOM plan is a condition of pem,it issuance. Date 'f{lf{'l,J Person other than Applicant to be contacted for TDM compliance (if applicable): Name(Printed): __________________ _ Phone Number. _____ _ Email Address: __________________ _ Updated 4/ I 6/2021 7