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Home My WebLink About1209 LANAI CT; ; CBR2023-3700; PermitBuilding Permit Finaled Residential Permit Print Date: 03/27/2024 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1209 LANAI CT, CARLSBAD, CA 92008-1000 BLDG-Residential 1563513300 $33,087.21 Work Class: Track#: Lot 1#: Project 1#: Plan 1#: Construction Type: Orig. Plan Check#: Plan Check#: Pool Permit No: Status: {city of Carlsbad CBR2023-3700 Closed -Finaled Applied: 07/31/2023 Issued: 08/28/2023 Finaled Close Out: 03/27/2024 Final Inspection: 03/19/2024 INSPECTOR: de Roggenbuke, Dirk Description: RAM IREZ: POOL/SPAW/ BAJA SHELF 30 X 17 (510 SF) SPA 7X7 (49 SF); 6' MAX DEPTH; GAS+ ELEC STUB FOR FUTURE BBQ Applicant: SUE MONGOVEN 321 SUN BIRD CT SAN MARCOS, CA 92069-3021 (714) 630-6100 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) SWIMMING POOL -RESIDENTIAL Total Fees: $700.40 Total Payments To Date: $700.40 Contractor: ZIER POOLS INC 321 SUN BIRD CT SAN MARCOS, CA 92069-6895 (760) 290-4147 Balance Due: AMOUNT $159.90 $194.00 $98.00 $2.00 $0.50 $246.00 $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 t he City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Fai lure 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 DO ES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processi ng 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 760-602-8560 f I www.carlsbadca.gov ,. (Cityof Carlsbad ~ RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Pian Check C:RQ2C>2..3-3?00 Est.. Value ~~3,o<e17.l.\· PC Deposit .:J;IS'L °to Date 7/&\/23. , Job Address ( zor lff/AJ Ct>u-&: Unit: ____ APN: l:£'2-¾:f -:,3-0 0 CT/Project#: /(p O £vz lot#: / D Year Built: _.;.~_~__;.::lb:;;.... ____ _ Fire Sprinklers:0,E()No Air C~nditioning:QYEs0No Electrical Panel UpgradeQvEs0No SRI.ff DESCRIPTION OF WORK: ,, " {:fro i) $£7.l: ?JL7{19t/) 0 New SF: living SF,-..,_~-Deck SF,, ___ Patio SF,, ___ Garage Sf __ _ Is this to create an Accessory Dwelling Unit? QvQN New Fireplace? ovoN, if yes how many? __ □Remodel: :e.n.~a-------1-!s-:tne..aiea a conversion or change of use?Qv QN }:: Pool/Spa: 59 ___________ s? 'ff(~ wzt--:ru,t'uf2G 6(p,?J Osolar:. ___ K'W,, ___ Modules, MountedOoofOround, TittO vON, RMA:Qv{)N, Battery: CJ< OJ, Panel Upgrade: Qv ~ D Reroof:. _______________________________ _ D Plumbing/Mechanical/Electrical 0 Only: Other. PRIMARY APPLICANT PROPERTY OWNER Name: S1t;,G kVtQ{Jbz'JV 0/ Name: 1111 ff& felt/vJ«Afk: Address: ~ 2--1 5~tlt) er-Address: IW'7 IA-,!At q,ufHC City: W IM&t¼e$State:CA ;,; '6iat;,7 City: ~ _ State: Cit. Zip: f.t,;,z$ Phone: 7wt2--2-71---/b /5? Phone:, _ __:li_~----::2'.......,..~----a...,.'A....,'<-p,.._-------- Email: <;;(dftj;O Z-Z-1>t(:R/H,m-t: Email: _______________ _ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: _ _,o~~~~::......:!:e!::;;;:::;.,_ _____ Business Name:::;2/& ,IL ~ Is ;z;:c_ Address: . Address: ;? 2-/ ,ft(# .;&(Ii# CT City: zyo 7 City: 'f'1,v A 11#> Sta~e;_q}__ztp: 'o/%241 Phone: 7tf-G OOZJ Phone: 760--672----cl~ Email:. ______ ...,,.........,,.._ _______ Email:, ____ ~---~----~---- Architect State License: C-(MG7 CSLB License#: &:z'1a5(;l Class: ~ Carlsbad Business License# (Required): /J t/0 h~ APPLICANT CERTIRCA TION: I certifytha.t I have read the applicatiqnandsJ;ate tha.t the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I NAME (PRINT): ~/46 f/lUJ.1 6i1]/t?A,I 1635 Faraday Ave carlsbad, CA 92008 1 TH~ PAGE REQUIRED AT PERMIT ISSUANCE PlAN OIECK 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 DECtARATION: lherebyaflinnunderpenaltyofperjurythatlamlicensedunderprovistonsofChapter9(commendngwithSeetion7(XJ())o/DMsion3 of the Bustnessand Professions Code, and my license #sin full force and effect. I alsoaffinn under penalty of perjury one of the following declarations(CHOOSE ONE); Q have and will maintain a certificate of consent t(? self-insure for workers' compensation provided by Section 3700 of the labor Code, for the perfonnance of the rkwhlchthispennitlslssued. PolicyNo.,_ ____________________________________ _ -Oil• f"11 have and wnt 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. ~workers' compensation insurance carrier and policy number are: lnsurancaCompany Name: ____________________ _ PollcyNo. ________________________ Expirationl>ate: _____________ _ IQ{'~::;ficate 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 mann6 so as to become ~ect to the workers' compensation Laws of California. WARNING: Failure to S4ICU1'e workers compensation coverase Is unlawful and shal subject an employer to criminal penalties and dvll fines up to $100,000.00, In addition the to the a>st of compensation, damaps 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 c.ode). Lender'sName: ____________________ .Lender'sAddress: ___________________ _ COHTRACTOR CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building constructfon. • OR - (OPTION B): OWNER-BUILDER DECLARATION: J.ttereby affirm that I am exempt from Contractor's License Law for the following reason: U 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 wilt 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 wtio 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. 0 FORM 8-61 "0wner Builder Acknowled1ement and Verification Formn is required for any permit issued to a property owner. By my signature below l acknowledge that, except for mv personal residence in which I must have resided for c1t least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I hav.e built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand thatacop'Jof the applicable law, Section 7044of theBusinessOlldProf essioosCode, is available upon request when thisoppllcotion is submitted orat the following Web site: http://www.leginfo.ca.govlcalaw.html. OWNER CERTIFJCA TION: I certify that I have read the application and state that the above information is correct and that the infonnatlonon the plans is accurate. I agree to comply wfth all City ordinances and State laws relating to building construction. NAME(PRINT):StiufvJAJ2tJcmm SIGN= ~.-.---.f--1---....... ~ ______ DATE: ?('Pll?P~z Note: If the person signing ;above Is ;in authorized ;agent fur the property owner lndude form 8-62 d by property owner. ( 1635 Faraday Ave Carlsbad, CA 92008 PW-760-602-2719 fax: 760-602-8558 Email: Buildlng@carlsbadca.goy 2 REV. 07/21 Building Permit Inspection History Finaled (City of Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-3700) Permit Type: BLDG-Residential Application Date: 07/31/2023 Owner: ANONYMOUS COMPLAINTANT Work Class: Pool Issue Date: 08/28/2023 Subdivision: Status: Closed -Finaled Expiration Date: 09/03/2024 Address: 1209 LANAI CT IVR Number: 51006 CARLSBAD, CA 92008-1000 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection Date Start Date Status 10/26/2023 10/26/2023 BLOG-51 228514-2023 Passed Dirk de Roggenbuke Complete Excav/Steel(Pools) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLOG-52 Pool Plumbing 228513-2023 Passed Dirk de Roggenbuke Complete BLDG-53 228512-2023 Passed Dirk de Roggenbuke Complete Elec/Conduit/Wiring(Po ols) 02/21/2024 02/21/2024 BLDG-54 Equipotential 239903-2024 Passed Dirk de Roggenbuke Complete Bond(Pools) BLDG-SW-Inspection 240108-2024 Passed Dirk de Roggenbuke Complete Wednesday , March 27, 2024 Page 1 of 4 PERMIT INSPECTION HISTORY for {CBR2023-3700) Permit Type: BLDG-Residential Work Class: Pool Application Date: 07/31/2023 Issue Date: 08/28/2023 Status: Closed -Finaled Expiration Date: 09/03/2024 Scheduled Date IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item Are inactives slopes properly stabilized? Are areas natter than 3:1 covered or protected? Are sediment controls properly maintained? Are erosion control BMPs functioning properly? Are natural areas protected from erosion? Do basins appear to be maintained as required? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Are storm drain inlets protected and maintained? 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 stockpiles and spoils protected from runoff? Are all storage areas clean and maintained? Are spill kits provided onslte? Are washout areas maintained and protected? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Is the SWPPP wall map up to date and accurate? Was the SWPPP or Erosion Control Plan reviewed? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Are BMPs stockpiled for emergency deployment? COMMENTS Wednesday, March 27, 2024 51006 Inspection Status Owner: ANONYMOUS COMPLAINTANT Subdivision: Address: 1209 LANAI CT CARLSBAD, CA 92008-1000 Primary Inspector Reinspection Inspection Passed No No Yes Yes No No Yes Yes Yes No No Yes No Yes No No No No Yes Yes No No Yes Yes No Page 2 of 4 PERMIT INSPECTION HISTORY for (CBR2023-3700) Permit Type: BLDG-Residential Work Class: Pool Application Date: 07/31/2023 Owner: AN ONYMO US COMPLAINTANT Issue Date: 08/28/2023 Subdivision: Status: Closed -Finaled Expiration Date: 09/03/2024 Address: 1209 LANAI CT Scheduled Date Actual Inspection Type Start Date IVR Number: Inspection No. 03/05/2024 03/05/2024 BLDG-55 241168-2024 03/19/2024 Fence/Prep laster Checklist Item COMMENTS BLDG-Building Deficiency BLDG-SW-Inspection Checklist Item 241276-2024 COMMENTS Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? 03/19/2024 BLDG-Final Inspection Checklist Item 242502-2024 COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-SW-Inspection Checklist Item 242750-2024 COMMENTS Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Wednesday, March 27, 2024 51006 CARLSBAD, CA 92008-1000 Inspection Primary Inspector Reinspection Inspection Status Passed Dirk de Roggenbuke Complete Passed Yes Passed Dirk de Roggenbuke Complete Passed Yes Yes Yes Yes Yes Yes Yes Passed Dirk de Roggenbuke Complete Passed Yes Yes Yes Yes Yes Passed Dirk de Roggenbuke Complete Passed Yes Yes Yes Yes Yes Yes Yes Page 3 of 4 PERMIT INSPECTION HISTORY for (CBR2023-3700) Permit Type: BLDG-Residential Work Class: Pool Status: Closed -Finaled Scheduled Actual Inspection Type Date Start Date Wednesday, March 27, 2024 Application Date: 07/31/2023 Owner: ANONYMOUS COMPLAINTANT Issue Date: 08/28/2023 Subdivision: Expiration Date: 09/03/2024 Address: 1209 LANAI CT IVR Number: 51006 CARLSBAD, CA 92008-1000 Inspection No. Inspection Primary Inspector Reinspection Inspection Status Page 4 of 4 Tr11 orth COMP IANC August 9, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: CBR2023-3700 True North No.: 23-018-718 Carlsbad, CA 92008 Plan Review: Pool and Spa Address: 1209 Lanai Ct Applicant Name: Sue Mongoven Applicant Email: sumo223@cox.net OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3/U Occupant Load: NI A Type of Construction: V-B Sprinklers: NIA Stories: l Area of Work (sq. ft.): Pool and Spa: 559 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confinned Attn: Building & Safety Department, 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: 1. Drawings: Electronic copy dated August 28, 2023, by Zier Pools. 2. Structural Calculations: Electronic copy dated June 28, 2023 , by Chris Biedenbach. The 2022 California Building, Mechanical Plumbing and Electrical Codes (i .e. 2021 IBC, UMC, UP , and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code and 2022 California Energy ode as applicable, were used as the basis of our review. Please note that our review has been comp1eted and we have no further comments. We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely True North Compliance Services Review By: Richard Moreno -Plans Examiner True North Compliance Services, Inc. 15375 Barranca Pkwy, Suite A202, Irvine, CA 92618 T / 562.733.8030 STORM WATl=R POLLUTION PREVliNTION NO'res I. ALL NECESSARY E.QUIPMf.NT ANO MA lERIALS SMALL BE AVAILA!llE ON SITE TD F'ACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN 1$ EMINENT, 2. Tl-IE QVINER/CO\lllRACTOR SMALL R;STORE All EROSION CONTROL l)t\1CES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RI.JN•OfF PRODUCING RAINF'Al.i: 3. THE OWNEH/CONlRACTOll SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE' GRAPING OPERAnONS OR UNl'0RESWI CIRCUMSTANCES WMICH MAY ARISE. 4. Al:L REMOVABLE PRO1ECTIVE OEVICES ~AU. BF. IN PLACE AT M!: END OF EACH WORKING 0/\Y WHEN THE nvi:; (6} DAV RAIN PR08ABILITY FORECAST EXCEEDS FORTY PECl!NT ( 40%), Sll T AND OTHER DEBRIS SHALi. Bt R~MOVEO AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL OON1'AIN 3/4 INCH MINIMUM AGGREGATE, 6, AO~QUA TE EROSION AND SEOIMEN'f CONmOL /\ND PEfllMETER PROTEC110N BEST MANAGEMENT PRACTICE MEASURES MUST 8E INSTALLED ANO MAINTAINED. 7, 'THE CITY INSPECTOR SHALL HA VE THE AUTHORITY TO ALTER THIS PLAN OURING OR BEPORE CONSTRUC'llON AS NEEOEO TO ENSURE COMPLIANCE WITH C1TY STORM WATER QUALITY REGULATIONS, QWN§R'S CER1'1FICATE: I UNOERSTAtil) AND ACKNOWI.EDGE lHAT I MUST: (1) lMPLEMiNT Bl!ST MANAOEMOIT PRAO'hCES (BMPS) DURING CONSTRUCTION ACJMTIES TO lllE MAXIMUM EXTENT PRACTICASI.E TO AVOID TI-IE MOBIUZA'IIOII OF POLLUTANTS SUCH AS SEDIMENT /\1110 TO AI/OID lHE El<POSURE OF STORM WATER TO COIISTRUCTION REl.,\1£0 POlLUTAlilS; A!IP (2) AO~E 10, AND AT /\t.L 1lMES, COMPLY V,,11! 'lijS CITY APPROVED TIER 1 CONSTRUCTION S\\PPP lllROUGflOUT 1H£ llURA TION or '!HE CONSTRUCTION ACTIVl11£S UNTIL THE COKSlRIJOTION WORK IS COMPL£1E AND APPRO\IEO !:l'f THE CITY Of' CARI.SSAD, , ...-c,, / .r: fVl orJ Gc; ·V e:;v f-29 \ . . STORM WATER COMPLIANCE FORM ·neR 1 CONSTRUCTION SWPPP E-29 CB ___ _ SW_~ __ BEST MANAGEMENT PRACTICES (BMP) SELECTIOI~ TABLE t:msto~Conkcl Soillrnon\ Conlco1 BMPs Tr&QIIJOO Non.Slorm WQlor Waslo Managomen1 and M.al~~III~ 8 Ps--Con~ol DfAPs Mllnogemenl aMPa Pollullon Conltol BMPs ] ,§ I I I s ) j 'ti le. j f f i "'II l .i -~ i .QI ,W 6-;; g :s j ~ i li eest Managemanl Pracllce' j J.g; :.:, (BMP) D.esortpllon ➔ Ill i rnJl ~ ffJ. i &l ii !113 55 ,. J r ;;I ~g' u 1 ]~ '51 >, ,., 6 0, Q .m .2 Q ill iJ f i J M· ·g l elil ii II °"; ,. li 11 1 I cl:] 11 ii ii; ,§ 01 0 t'E m~ 111cl! j ~8 if io :icn :,; ill CASQA Oo"unodon -) "i' If 0, T ~ ·r. Ill I<) ~ ... 0 N ,., 'r "' 1 ; ~ 1 "' J T m ill ~ ~ T rk ~ ~ ~ ti 1-·cUvll• [rl ftl LlJ ~ Ill lil ~ ~ ~ "' · ,._ i o vrbonco l"L ....... ::,,,,-~ ..,,, :x: 1-Q\'011011 s • Or*'·-'"··· - _E!!s11wcutUnn : u lnalollptlon ,--"""'( -L.... L.... O'"" Area EnU enl .:.-..i.,.·.1111co c•d Fu•llnn ...,..11/'dauo S!lbslonee • Ua~l~lnrono D111otsr1M .. !!Ila A!10ttle Aeroa1 Dirt "'I~"" 11111\: lnstruollonor • 1. Chock \ho box lo tho lert of on appllcoblo COI\Bltucttan aollvlty (flrot column) expocled tc occur during conolrucllon. 2, t.ocotod olo0.9 the top of the BMP Tobia Is a list er BMP'e with ll'o oorrpapondlng CQlflornl~ Slormwalor Quality Aoeoclotlon (CASQA) dedlgnollan number. Choooo cnu or rnoro eM?s you Intend lo uso durfno construction from the Unt. Choclt the box whore the cho,on octlvfly row fntereoota with Iha BMP column, 3, Refer lo the, CASOA conolruollon hondbool< lor lnlormutlon ond dotans of the ohosen BMPo • and how lo opply lhOlll lo Iha projoo\, SHOW Tri/: LOCATIONS OF At.L CHOSEN BMPs ABOVE ON THE PROJl:CTS SITE PLAN/eROS/ON CONTROL PLAN. SEE THE REVERSE S/Dt; OF THIS SHEET FOR A'SAMPLE BROS/ON CONTROL Pl.AN, PROJECT INFORMATION , Site Addreom f]-o!f £A,,//tt Ctr Aosassor'a Porco! Number/.$,-~f-.".,.. .e en i@., I 1 1j ~ Emerg:;:e:~'£ k1 e¥k: 24 Hour f'hono:':1./td)--fe IV r&e?J Co11slr11cl10n lhroat lo $\orm Water Quallly (Choe!< 8011) . 0 MEDIUM LOW Pago 1 of 1 .e fl-""5 .Pl$ 1 fj.g d~ ; ·= REV 02/16 Building Permit Finaled Residential Permit Print Date: 02/13/2024 Job Address : 1166 LARKSPUR LN, CARLSBAD, CA 92008-3405 Permit Type: BLDG-Residential Work Class: Parcel#: 2054300600 Track #: Valuation : $57,735.12 Lot#: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load : Code Edition: Sprinkled: Project Title: Project#: Plan #: Construction Type: Orig. Plan Check#: Plan Check#: Description: MAST: 107 SF ADDITION TO ENTRYWAY// 839 SF REMODEL Applicant: BA WORTHING INC ALENA BLASIO 3864 WESTHAVEN DR CARLSBAD, CA 92008-2754 (760) 533-8380 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: DEAN MAST 2645 A ST SAN DIEGO, CA 92102-1009 (760) 518-8833 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESI DENTIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1 -MEDIUM Addition Total Fees: $1,411.96 Total Payments To Date: $1,411.96 (city of Carlsbad Permit No: CBR2020-0868 Status: Closed -Finaled Applied: 04/24/2020 Issued: 07/30/2020 Finaled Close Out: 01/02/2024 Final Inspection: 12/28/2023 INSPECTOR: Alvarado, Tony Contractor: BA WORTHING INC Renfro, Chris Dreibelbis, Peter 5145 AVENI DA ENCINAS, # STE I CARLSBAD, CA 92008-4322 (760) 729-3965 Balance Due: AMOUNT $441.44 $309.01 $43 .00 $175.00 $52.00 $80.00 $3.00 $7.51 $246.00 $55.00 $0.00 Ple ase 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 processi ng 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 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 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Plan Check Est. Value PC Deposit --------- Date Job Address 1166 Larkspur Lane Suite: APN: 205-430-06-00 ---- CT/Project#: _________ Lot#: ____ Fire Sprinklers: yes /Gia Air Conditioning: 8 / no BRIEF DEscR1PT1ON oF woRK: -1.lb ..... Q~D .... 1_,,::t._.,=IJ=n'---.,To'-=---1.C=-,,Hrrfi.'-+-"-'-~--+~-~.,_--67<...,,8...&..L-9-"Sf==-_.N£y)_-"=-........... i1 ..... .o ... Rl ____ _ )( Addition/New: 107 Living SF, Deck SF, ___ Patio SF, ___ Garage SF Is t his to create an Accessory Dwelling Unit? Yes /(fi@ New Fireplace? Yes /@a, if yes how many? __ JMt: Remodel: _8_3_9 __ SF of affected area Is the area a conversion or change of use ? Yes/ 6[aJ 0 Pool/Spa: ____ SF Add itional Gas or Electrical Features? ___________ _ □ Solar: ___ KW, __ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No Panel Upgrade: Yes/ No D Reroof: ----------------------------------- □ Plumbing/Mechanical/Electrical Only: ________________________ _ D Other: ------------------------------------ APPLICANT (PRIMARY CONTACT) Name: Alena Brooks Blasio Address: 5145 AVENIDA ENCINAS, SUITE I City: CARLSBAD State: CA Zip: 92008 Phone: 760-729-3965 Email: INFO@THISISBAWINC,COM DESIGN PROFESSIONAL Name: BROOKS WORTHING Address: 5145 AVENIDA ENCINAS, SUITE I City: CARLSBAD State: CA Zip: 92008 Phone: 760-729-3965 Email: INFO@THISISBAWINC.COM Architect State license: ---=3'-=9=2=-=8'-=9'-4=--------- PROPERTY OWNER Name: Dean Mast Address: 1166 Larkspur Lane City: Carlsbad State: CA Zip: 92008 Phone: (760) 729-5676 Email: INFO@THISISBAWINC.COM CONTRACTOR BUSINESS Name: B.A. WORTHING INC. Address: 5145 AVENIDA ENCINAS. SUITE I City: CARLSBAD State: CA Zip: _9=2::.:,0...,.0=8 __ _ Phone: 760-729-3965 Email: INFO@THISISBAWINC.COM State license: 398764 Bus. License: 549200 (Sec. 7031.S Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 8-1 Page 1 of2 Rev. 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: t 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 ts Issued. )( i 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: Insurance Company Name: _ .... IC....._W._.....,G.....,R...,.O.._..U._.p....._ ____________ _ Policy No. WSD 5052565 00 Expiration Date: Q1/Q1/?Q?1 □ Certificate of Exem ption: I certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to be come subject to the workers' compensation Laws of California. WARNING : Failure to secure workers compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, In addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am eKempt from Contractor's License Low for the following reason: □ 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). □ t, 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). □ i am exempt under Section _______ Business and Professions Code for this reason: l. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. □ Yes □ No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (Include name address/ phone / contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (Include name/ address/ phone/ type of work): OWNER SIGNATURE: -------------------------□AGENT DATE: ______ _ CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there Is a construction lending agency for the performance of the work this permit Is Issued (Sec. 3097 (i) Civil Code). Lender's Name: ____________________ lender's Address: ___________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes □ No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for Inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit Issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void If the building or work authorized by such permit is not commenced within 180 days from the date of such permit or If the building or work authorized by such permit is suspended or abandoned at any time aft" ~,wo,k • rnmmeoced lo, a period o/100,.,, (Se~ APPLICANT SIGNATURE: -----~----.-.--~-1-_ ... ~::_:----;------DATE: 04/23/2020 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-1 Page 2 of 2 Rev. 06/18 Building Permit Inspection History Finaled (_ City of Carlsbad PERMIT INSPECTION HISTORY for (CBR2020-0868) Permit Type: BLDG-Residential Application Date: 04/24/2020 Owner: DEAN MAST Work Class: Addition Issue Date: 07/30/2020 Subdivision: WOODLAND HEIGHTS Status: Closed -Finaled Expiration Date: 08/04/2021 Address: 1166 LARKSPUR LN IVR Number: 26099 CARLSBAD, CA 92008-3405 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 08/26/2020 08/26/2020 BLDG-11 136790-2020 Passed Peter Dreibelbis Complete Foundatlon/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/14/2020 10/14/2020 BLDG-34 Rough 140839-2020 Partial Pass Peter Dreibelbis Re inspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Elec at interior shear walls Yes 10/16/2020 10/16/2020 BLDG-84 Rough 141131-2020 Passed Peter Dreibelbis Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolling-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 11/05/2020 11/05/2020 BLDG-18 Exterior 142994-2020 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/27/2021 05/27/2021 BLDG-Final Inspection 158341-2021 Partial Pass Tony Alvarado Reinspection Incomplete Tuesday, February 13, 2024 Page 1 of 3 PERMIT INSPECTION HISTORY for (CBR2020-0868) Permit Type: BLDG-Residential Work Class: Addition Status: Scheduled Date 12/28/2023 Closed -Finaled Actual Inspection Type Start Date Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 12/28/2023 BLDG-Final Inspection Checklist Item BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-SW-Inspection Tuesday, February 13, 2024 Application Date: 04/24/2020 Owner: DEAN MAST Issue Date: 07/30/2020 Subdivision: WOODLAND HEIGHTS Expiration Date: 08/04/2021 Address: 1166 LARKSPUR LN CARLSBAD, CA 92008-3405 IVR Number: 26099 Inspection No. Inspection Primary Inspector Reinspection Inspection Status COMMENTS May 27, 2021 : 1. No building/re,nodel Deficiencies. 2. Structural, plumbing , electrical, and mechanical scope of work for single family residence alteration, per engineer's plans in detail specifications-approved. May 27 . 2021 : 1. No building/remodel Deficiencies. 2. Structural. plumbing. electrical. and mechanical scope of work for single family residence alteration, per engineer's plans in detail specifications-approved. May 27, 2021 : 1. No building/remodel Deficiencies. 2. Structural, plumbing, electrical, and mechanical scope of work for single family residence alteration, per engineer's plans In detail specifications-approved. May 27, 2021 : 1. No building/remodel Deficiencies. 2. Structural, plumbing, electrical, and mechanical scope of work for single family residence alteration, per engineer's plans in detail specifications-approved. 235148-2023 Passed Tony Alvarado COMMENTS 235149-2023 Passed Tony Alvarado Passed Yes Yes Yes Yes Complete Passed Yes Yes Yes Yes Complete Page 2 of 3 PERMIT INSPECTION HISTORY for (CBR2020-0868) Permit Type: Work Class: Status: Scheduled Date BLDG-Res idential Application Date: 04/24/2020 Addition Issue Date: Closed -Finaled Expiration Date: 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 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 ma intained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? COMMENTS 07/30/2020 08/04/2021 26099 Inspection Status Tuesday, February 13, 2024 Owner: DEAN MAST Subdivision: WOODLAND HEIGHTS Address: 1166 LARKSPUR LN CARLSBAD, CA 92008-3405 Primary Inspector Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 3 of 3 DATE: 06/03/2020 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2020-0868 PROJECT ADDRESS: 1166 Larkspur ✓. EsG1I A SAFEbuilt Company SET: II ~PPLICANT /o JURIS. PROJECT NAME: Remodel and Addition for the Mast Residence ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: Alena Brooks ~ EsGil staff did not advise the applicant that the plan check has been completed . D EsGil staff did advise the applicant that the plan check has been completed . Person contacted: Telephone#: 760 729 3965 Date contacted:6 /3{20 (b~ ) Ema il: info@thisisbawinc.com Mail Telephone 0 REMARKS: By: Javier Snider EsGil Fax In Person Enclosures: 05/21/2020 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 I 23 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 PCSD Engrneering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Structural Design Calculations Residential Addition Client Brooks Design Project Mast Residence 1166 Larkspur Lane Cartsbad CA 92008 April 17, 2020 PCSD File#: 20-150 ,..,c .!-4n°,t¥A-.. 1'~ LH .. ~""'1 Paul Christenson San Diego Engineering 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1 885 -Emall: paul.pcsd@gmall.com 1.0 Design Criteria: Mast Residence 20-150 Code: Timber: 2019 California Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing : DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: DF-L #1 " Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (DF/DF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists: TJI 110,210,230,360,560 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Concrete: Concrete Block·. Mortar: Grout: LVL, PSL Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Grade N-l per A.S"TM C90-95, f'm = '\500 psi per A.S"TM E447-92 Type S Mortar Cement per ASTM C270-95, Min. f'm = 1800 psi@ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. f'm = 2000 psi@ 28 days. Reinforcing Steel: #4 & Lar9er: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channel~ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53 , Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill Plate Anchor Botls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) ,?',u./r;',tnmh.rt,h ";Jn, ~Jc, bJUIHFUIJ JOB 20-150 SHEET NO 2,. OF _ __,,..,.,..,,,.,.,,..,,- CALCULATEO BY PSC DATE 4/17/20 CHECKBY _____ DATE __ _ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd gmall.com 2.(J LOAD LIST 2.1 Roof {Vaulted) Roofing 15/32" Sheathing Roof Framing 5/8" Gyp. Bd. Insulation and Misc. IoL = I,LL = Total Load= 2.2 Roof (w/ ceiling) Roofing 15/32" Sheathing RoofFraming Insulation and Misc. 2.3 Ceiling Ceiling Joists IoL = ILL= Total Load= 5/8" Gyp. Bd. Insulation and Misc. 2.4 Walls IoL = .Iu = Total Load= Exterior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs@ 16" o.c. 5/8" Gypsum Bd. Misc. 6.0 psf 1.5 psf 2.8 psf 2.8 psf 1.9 psf 15.0 psf 20.0 psf 35.0 psf 6.0 psf 1.5 psf 2.8 psf 1.7 psf 12.0 psf 20.0 psf 32.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf J 0.0 psf 16.0 psf 9.0 psf 1.5 psf 1.1 psf 2.8 psf 0.6 psf 15.0 psf Interior Wall 1/2"' Gyp. Bd. (2 Sides) 2x4 Studs@ 16" o.c. Misc. 4.6 psf I. I psf 2.3 psf 8.0 psf . ;t ?,n,Jf:',f'TU'&1nJ"On efDt c.V~o bJ'neerhtf 3529 Coastview Ct -Carlsbad, CA 92010 JOB 2~1~ SHEET NO 3 OF ___ .____ ----- CALCULATED BY PSC DATE 4/17/20 CHECK BY DATE ---SCALE p-...,.L ~rifU"-W"' SA,,c. ~• ?;"'Jinu,i"'J Telephone (760) 207-1885 -Email: paul.pcsd gmall.com Z.<t LOAD LIS'l'(CON'l'INl 2.5 Floor Floor Cover Sheathing 2x F.J. 5/8" Gyp. Bd. rnsulation and Misc. IoL = ILL = Total Load= 5.5 psf 2.3 psf 3.5 psf 2.8 psf 0.9 psf 15.0 psf 40.0 psf (60.0 psf -Decks) 55.0 psf WIND PARAMETERS 2.6 Wind Basic Wind Speed = 110 mph Exposure Cat = B Ps = ),.Kzt•t•Ps30 (ASCE 7-16 • Equation 28.5-1) P = 26.6 psf P = 16.0 psf (•0.6 -ASD) 2.7 Seismic SMs = 1.136 S05 = (2/3) SMs S0s = 0.757 Sos Cs = (R/I) Cs = 0.117 USE: V= 0.117 WoL ASD BASE SHEAR VASD (I 1.4.5) >.= 1.00 (fig.28 . .5.1-Ps30= 26.6 psf Kzt= 1.00 (fig.26.8-1 ) I= 1.0 USGS APPLICATJON Ss = l.054 S1 = 0.382 Fa = 1.08 R = 6.5 h0 = 25.00 Occupancy Category: Site Class: f v= 0.00 I = 1.00 2 D SEISMIC DESIGN CATEGORY s, <0.7~ s, >0.04 Ss >o.u (11.6 ASCE 7-16) (11.4.2 ASCE 7-16) (fig. 28.5-1) (table 1.5-2) 1'. = C1 • ('n,;)°-75 = 0.224 Ts = So,ISos. 0 k= 1.0 :'.qn. 12.8-l Not 01 Ta<0.5 Seismic Design Category: D 4116/2020 U.S. Seismic Design Maps Mast 1166 Larkspur Ln, Carlsbad, CA 92008, USA Latitude, Longitude: 33.154725, -117.3335287 ~ Econo Lodge Inn T & Suites Carlsbad Near .. D,:.iys nn by Wyndh~m Carlsb<,1d '' \\ ' ~ o,., Ft <; ., o'enault's Ace Hardware f ' .... -· .. ·,.·, St Patrickft \\ ,.\./\.Catholic Church y · •,.:: OSHPD )/(' Valley Middle ft School Track T 'l>c'+- ~'o\ i. 'o \>-"~ <\-\i,:-;· Map data ~2020 Date Dulgn Code Reference Document Risk Category 'Site Class Type Value Ss 1.054 S1 0,382 SMs 1.137 SM1 null-See Section 11.4.8 • Sos 0.758 '. So1 null -See Section 11 .4.8 Type Value 'soc null-See Section 11.4.8 Fa 1.078 Fv null -See Section 11.4.8 PGA 0.464 FpGA 1,136 PG~ 0.527 • TL 8 , SsRT 1.054 SsUH 1.177 , SsD 1.5 S1RT 0.382 S1UH 0.421 S10 0.6 PGAd 0.547 CRs 0.895 https:/fseismicmaps.org Description 4/16/2020, 2:24:53 PM ASCE7-16 II D -Stiff Soil MCER ground motion. (for 0.2 second period) Description MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric selsmic design value at 0.2 oecood SA Numeric seismic design value at 1.0 second SA Seismic design category Site ampllflcatlon factor at 0.2 second Site amplification factor at 1.0 second MCE0 peal< ground acceferatlon Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-targeted ground motion. {1.0 second) Factored uniform-hazard (2% probability of exceedance In SO years) spectral accelerstion. Factored deterministic acceleration value. (1 .0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods 1/3 + 0 MEMBER REPORT Floor Framing, (FB·l) Fir Bm 1 piece(s) 7" x 9 1/2" 2.0E Parallam® PSL Overall Length: 18' 3" All locations are measured from the outside face of left support ( or left cantilever end). All dimensions are horizontal. ;I· " • ~'!Altiit;:;1~1; ;l~~'Q'\-:• ~(I'-_, • ~ .. f.1u,1 ~t!~ ,.__i,,.~~~-V ";f/ ,, <· ~t~0L~~~~iti! 11,·~,~ ~i ,,,co ,'" '."'t : ,, "•N:•wt;~~~t,~;~f' ' ,.,_H,~1~rq;: Member Reaction (lbs) 3290 @ l' 7 3/4" 15313 (3,50") Passed (21%) .. 1.0 D + 1.0 L (All Spans) Shear (lbs) 2802@ 17' 2" 12857 Passed (22%) 1.00 1.0 D + l.0 L (Alt Spans) Moment (Ft-lbs) 12496@ 9' 11 5/8" 26114 Passed (48%) 1.00 1,0 D + 1.0 L (Aft Spans) Live Load Defl. (In) 0.420 ~ 9' 11 1/16" 0.548 Passed (L/470) -1.0 D + 1.0 L (Alt Spans) Total Load Defl. (In) 0,630 @ 9' 10 11/16" 0.822 Passed (L/313) .. 1.0 D + 1.0 L (Aft Spans) • Deftectlcn criteria: U. (lJ360) and TL (l/240), • Overhang deflection criteria: LL (2L/360) and TI. (2L/240). • Top Edge Bracing (Lu): Top compression edge must be braced at 18' 3" olc based on loads applied, unless detailed otherwise. • Bottom Edge Bracing (lu): Bottom compression edge must be braced at 18' 3" olc baied on loads applied, unless detailed otherwise. • Member should be side-loaded from both sides of the member or braced to prevent rotation. 0 • Self Weight (PLF) 0 to 18' 3" NIA 20.8 l • Uniform (PV) 0 to l' 6" (Front) NIA 55.0 60.0 20.0 Default Load 2 • Uniform (Plf) l' 6" to 13' 7" (Front) NIA 110.0 233.0 20.0 Default Load 3 • Uniform (PLF) 13' 7" to 18' 3' (Front) NIA 79.0 315.0 Default LOild PASSED .. 0 System : Floor Member Type : Drop Beem Building Use : Residential Building Code : IOC 2018 Design Methodology : ASO Weyerhaeuser wam,nts that tt,e sizing of its products will be in accordance with Weyerhaeuser product de.sign crib!r1a and pubfished design values. Weyerhaeuser expressly disclaims any other warTant1es related to the software. Use of this software Is not Intended to circumvent the need for a design professional as dete,mlned by the aultlorlty having jurisdiction. The designer of record, bullder or framer 1s responsible to assure that this calculation Is compatJbl!! with the 011erall Pfoject. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser fadPties are third-party cert1fled to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by JCC·ES under evaluatron reports ESR-1153 and ESR-1387 ar..d/or tested In accordance with applicable ASTM standards. For current code evaluatfon reperts, Weyerhaeuser product Hterature and Installation details refe( to www.~ .ccm,lwoodp'oouct,,'documer>t-1'bra,y. The product appllcatron, Input design loads, dimensions and support Information have been provided by ForteWEB Soltware o~ator PorteWH Software Operator Job Notes Paul Christenson PCSO Engineering (760) 207-1885 A paul.pcscl@gmail.com 4/17/2020 6:12:41 PM UTC ForteWEB v2.4, Engine: V8.0.1.S, Data: V?.3.2.0 File Name: Mast Page 1 / 1 + 0 MEMBER REPORT Floor Framing, (FB·2) Hdr Bm 1plece(s)31/2" x 91/2K 2.0E Parallam® PSL PASSED rJ All locatlons are measured from the outside face of fen: support {or left cantilever end). All dimensions are horizontal. Member Reaction (lbs) Shear (lbs) 6235 C 1' 3" Moment (Ft-lbs) 7825 @ l' 7" Passed (97%) 13057 Passed (60%) System : Floor Member Twe : Crop Beam Bulldlng lJ5e : Residential Bulldtng Code : IBC 2018 Design Methodology : ASD Live Load Oefl. (in) 0.031 ~ 2' 5/8" 0.117 Passed (l./999+) 1.0 D + 1.0 L All Spans Total Load Defl. (in) 0.056@ 1' 7" 0.175 Passed {l,/755) 1.0 D + 1.0 L (All Spans) • Deflection a1~a: Ll (L/360) and TL (L/240). • Top Edoe &acing (Lu): Top compression edge must be braced at ◄' 2' o/c based on loads applied, unless detailed o!herwise. • BottDm f.d9e Bracing (Lu): Bollom compression edge must be braced at◄' 2' o/c based on loads applied, unless detalled otherwise. 0 • Sett Weight (PI.F) 0 ID ◄' 2" N/A 10.◄ 1 • Unlfonn (Plr) o to 1 • r (Front) N/A 15.0 60.0 Default Load .2 -Unlfom> (PIF) J' 7" lo 4' .:i· (Front) NIA J60.0 80.0 20.0 Oefaultload 3 • Point (lb) l' 7" ( Front) N/A 368? ◄151 1S63 Default Load 4 • Point (lb) 2' g• (Front) N/A 965 2286 86 Default 1.Qod Weyert,aeuser warrants that the si?lng d Its products wm be In accordance with Weyerhaeuser product design crlter1a and poblshed design values. Weyemaeuser expressly disclaims any other waminlles related to the sottware. Use of this sottware 15 not Intended to cirrumvent the need for a design professional as determined by the authority having Jur1sdlctlon. The designer r:J record, builder o, frame-Is responsible to assure ltlat this catculetlon Is compaUble With the overall project Accessor1es (Rim Board, BlockJng Panels and Squash Blocks) are not designed by this software. Products manUfadUred at Weyerhaeuser radltles are thlrd1)artv czrtlfled to sustaloable roresnv standards. Weyerhaeuser Engineered Lumber Product5 have been evaluatlld by ICC-es unde-evafUatlon reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards, For current code evauatlon reports, Weyerhaeuser product literature and lnstalletlon detalls mer to www ,weyerhaeuser ,comjwoodproductS/document-llbrary. The product application, Input design lollds, dlmenskw and support lrtormatkln have been prD'Jkled by ForteWE8 Sortware Operator PorteWH .loftwaNI 0peratot loll Notes Paul Chmtvnron PCSO Engineering (760) 207-1885 A paul.pad@gmi,n.com Weytrhaewtt 4/17/2020 6:19:35 PM UTC ForteWEB v2.4, Engine: VS.0.1.5, Data: V7.3.2.0 File Name: Mast Page 1 / l •:s· •,l.1i .. t ':.,.. Description: PCSD Engineering 3529 Coastview Court , Carlsbad, CA 92010 (760) 207-1885 -paul.pcsd@gmall.com ('FB-3) Flr Bm Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 f1!1«terfafPro .e.rtlea. • ,-~ Analysls Method : Allowable Strength Design Beam Bracing : Beam Is Fully Braced against lateral-torsional buckllng Bending Axis : Major Axis Bending ' \' Project Title: Engineer: Project ID: Pro1ect Descr: Fy : Steel Yield : E: Modulus : Span= 17.750 1't 7/ Pnrited: 21 APR 2020, 10:59AM 50.0 ksl 29,000.0 ksi . App]tH'll-<> (ls , , . ,, __ .. , _ ~ ~ __ __ Service toads entered. Load Factors will be applied for calculations. Beam self welAht calculated and added to loadinA Uniform Load ; D = 0.2850, Lr= 0.020, L = 0.560 klfl, Tributary Width = 1.0 ft ... ·aES.IGN..SUMMARYi .• .. ~:~~ • ~. Maitinum~e·endirig·stress Ratio ;d -. , Section used for this span Ma : Applied Mn I Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflect.Ion .. . ·OveraifMa·xt.muni Det1,ct1ons Load Comblnation Span ·tO-+L-+H :'V~r:tlcal:R~i~ttons _,,; ~: : .. .-·, ' Load Combination Support 1 OveraH MAXimum 7.7 Overall MINimum 0.178 +0-+H 2.778 +0-+L-+H 7.748 +{}flr+H 2.955 +O+S-+H 2.778 +{}t().750Lr-+0.750L +H 6.639 -+0..0.750L-+0.750S-+H 6.505 -Ot-0.60W+H 2.778 +0-+0.750lr-+0.450W-+H 2.911 +0-+-0.750S-+0.450W+H 2.778 -+0.60O-+-0.60W-+0.60H 1.667 +0-+0.70E-+0.60H 2.778 +0-+0.750L ~-750S-+0.5250E+H 6,505 -+0.600~. 70E-+H 1.667 D Only 2.778 Lr Onty 0.178 LOnly 4.970 S Only Max.•.• Def! 0.6892 Support 2 ,7 8 0.178 2.778 7.748 2.955 2.778 6.639 6.505 2.778 2.911 2.778 1.667 2.778 6.505 1.667 2.778 0.178 4.970 -6:so1 : 1 W8x28 34.381 k-ft 67.864k-ft +D-tl+H Maximu·m Shear Stress Ratio = ••• Section used for this span 8.875ft Span# 1 0,442 in Ratio= 0.000 in Ratio"" 0.689 in Ratio = 0.000 In Ratio = Location In Span 8.926 Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 481 >=360 0 <360 309 >=180 0 <180 Load Combination Support notation : Far left is #1 Desi n OK ·o.1s9 :· f W8x28 7.748 k 45.942 k +D-tl+H 0.000 ft Span# 1 Max, '+' Defl Location in Span 0.0000 0.000 Values In KIPS ~,ru/f;,tTZJ'len.ron ';tnt ,D/~o bJ'neerlnJ 3529 Coastvlew Ct -Carlsbad, CA 92010 Telephone (760) 207-1885-Email : paul.pcsd@gmail.com 5.0 Lateral Design & Analysis (Two-Story) Wind: P = A Kzt I psJo J,..= 1.00 Kzt = 1.0 PSJO = 26.6 psf I= 1.0 P = 16.0 psf (A.S 'E 7• I 6 -llqu•tion 28 S-1) /fls 28 S.1-1) <fls 26.SJ tfig. z~ -1, (tablo I ~-2) Criteria JOB 20-1 50 SHEET NO 'f; OF ___ _ CALCULATED BY PSC DATE 4/17/20 CHECK BY DATE SCALE s = s 1.054 F= 8 I.I R = 6.50 ---- (ASCE 7-16 • Eqn 12.8-2) S1 = 0.382 Fv= 0.0 I = 1.00 Y = 0.083 •Wt• p (p -Redwidancy) 1st Story 2nd Story Each Story Resists > 35% Base Shear: satisfied satisfied W.ind Loads Any Shear Wall w/ (h/1)>1 .0 Is< 33% Story Force: P = 16.0 psfx Trib Area Roof Level Direction: Direction: 2nd Floor Level Direction: Direction: Roof Weight Roof Wt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = Floor Wei&ht Diaphragm = Exterior Wall Wt = Interior Wall Wt = 1st Flr. Roof Wt. = N /S = 16.0 psf X 281 sq. ft.= E /W = 16.0 psf X 181 sq. ft.= N /S = 16.0 psf X 475 sq. ft.= E/W = 16.0 psf X 415 sq. ft.= 12.0 psf x 755 sq. ft.= 9060 lbs. 15.0 psf x 353 sq. ft .= 5295 lbs. 8.0 psf x 318 sq. ft.== 2544 lbs. 6.0 psf x 629 sq. ft.= 3774 lbs. ------Total Trib. WR = 20673 lbs. 15.0 psf X 967 sq. ft. = 14505 lbs. 15.0 psf X 1099 sq. ft. = 16485 lbs. 8.0 psf X 994 sq. ft. = 7952 lbs. 15.Q psf X 1447 sq. ft. = 21705 lbs. Total Trib. WR = 60647 lbs. Total Seismic Dead Load: Wt = 81320 lbs. ASD Base Shear: V = 0.083 • Wt = 6769 lbs. 4485 lbs. 2889 lbs . 7581 lbs. 6623 lbs. satisfied not satisfied p = 1 1 tp',nJf;°,f"'rl.dm,,ron ~mt rD"!fc, bJfntJerUtJ JOB 20-150 SHEET NO ~ OF ___ _ CALCULATED BY PSC DATE 4/1 7/20 CHECK BY ____ DATE __ _ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd gmall.com Roof Dianhra~: N / S Direction V= 4485 lbs. A= 755 sq. ft f = V/A = p 5.94 psf Floor Diaphragm: N I s Direction V = 7581 lbs. A= 2414 sq. ft ,,.,..,...----,,-,-,---f P = V / A = 3 .14 psf ------Seismic Lateral Distribution V = 6769 lbs. • p Level h~ W71. hx (lbs) (ft) (lbs-ft) Roof 20673 18 372114 2nd Floor 60647 9 545823 917937 E/W Direction V = 2889 lbs. A= 755 sq. ft f =VIA= p 3.83 psf E/W V= Direction 6623 lbs. --------A= 2414 sq. ft ,,.,..,...---........ ---f P = V / A = 2. 7 4 psf ------ F V k Wx (hx ) lw-k (lbs) (lbs) 0.405 2744 2744 0.595 4025 6769 1.000 6769 ,?5 ,u/"{;,tn'.d,m,1r,h ';n, t.ZH,.o bfaeerurJ 3529 Coastview Ct-Carlsbad, CA 92010 JOB 20-150 SHEET NO fC, OF CALCULATED BY PSC DAT-E--4-/-17_/_2_0_ CHECK BY ____ DATE __ _ SCALE Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis -1st Story Shear Walls N IS E /W Gridliae Length of Sheaxwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type 2 10 10 8 B B 1 1 8 tJSW l 3 19 19.33 8 s C 5 5 8 A 0 ,f D 14 14 8 B 0 ( ,0 0 "J 0 i J 0 ~~ 0 #D V/0! 0 #DI /01 0 #D ~/0! 0 #DI /0! 0 #D ~/0! 0 #D /0! 0 #~ V/0! 0 #DI /0! 0 #0 /0! 0 #D /0! ?,u/f;,tn'.deh.n,H ';In, 4., JOB 20-150 SHEET NO L\ OF bfatltlrUff CALCULATED BY PSC DATE 4/17/20 CHECK BY DATE p-,ut 6/u-ilUtt,W,.. ~ ~• 3529 Coastview Ct -Carlsbad, CA 92010 SCALE z..,...,.,...., Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis ( cont.) Gridline CJ) 37 % 7581 X 0.37 2805 #) 2805 lbs. + 2242 ~ V = 10 ft. 421 plf OTF "" 3365 lbs. HDU4 Gridline Q 30 % ( 7581 X 0.30 = 2274 #) 2274 lbs . + 987 & V = 19.33 ft. 169 plf ~) OTF 1350 lbs. ? ,u_/f;,i"'r/.,t:,J.NJ'OH -;,.,, ~~O JOB 20-150 SHEET NO l1.. OF bpee.rbtJ CALCULATED BY PSC DATE 4/17/20 CHECK BY DATE • ,,, 3529 Coastview Ct -Carlsbad, CA 92010 SCALE 'F'lfMf ~KJl'N .5An Pu,, Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com z-, ..... ...., 5.2 Lateral Design & Analysis (cont.) Oridline Cl) 8 % ( 6623 X 0,0 8 530 #) 530 lbs. + 433 ffi. V = ft. 963 plf u,Jc.,I~ .. ~ Gridline G 8 % ( 6623 X 0.08 = 530 #) 530 lbs. + 422 ~ V = 5 ft. 190 plf OTF 1523 lbs. -/ HDU2 Gridlinc ~ 50 % 6623 X 0.50 = 33 ]2 #) 3312 lbs.+ 1647 ~ V = 14 ft. 354 plf OTF 2834 lbs. HDU2 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd,, Pleasanton, CA 94588. www.strongtle.com Job Name: Mast Wall Name: Wall Line B Application: 1st Story Wood Floor Systems Design Criteria: • 201B International Bldg Code •Wind * 2500 psi concrete * ASO Design Shear = 963 lbs * Floor Joist Depth = 1 O" Selected Strong-Wall® Panel Solution: Actual Shear & Drift Distribution: Model Actual Aiiowable •• ·r Actual / I Actual I Drift Shear Shear : Allow Drift Limit 1 (lbs) (lbs) j Shear : (In) 1 (In) --· .. ---·------------· ---.J .. •--·-""•-1-·----·----·-------------4•--·--~J.---------~--.. ---· WSW18x8 ,! 963 S 1330 OK ; 0.72 1 0.33 ,. 0.53 ··---------.. ____ ---·---------·-....... -----~ -·----·------... ,_ ._ .... _,., ___ _L_ ---·-----~--- Notes: 1. Strong-Wall Wood Shearwalls have been evaluated to the 2018 IBC/IRC. See www.strongtle.com for additional design and installation infom,ation. 2. Allowable shear, drift and anchor tension values may be interpolated for intermediate height or vertical loads. 3. Drifts at lower design shear may be linearly reduced. SIMPSON Stro1igl,.Tie 4. Allowable vertical load denotes the total maximum vertical load permitted on the panel acting in combination with the allowable shear loads. 5. Panels may be trimmed to a minimum height of 7 4 1 /2". 6. For panels 74½" -78" tall, use the values for a 78" tall panel. 7. Anchor templates are recommended for proper anchor bolt placement. and are required in some Jurisdictions. 8. Minimum standard strength anchor bolts are required unless a lower strength grade Is Justified by the registered design professional. Disclaimer: It Is the ~s ,esponslbllity to wtrify product 5Ultabilily Uff<NJI' appbbttt bu/ld/ng codtr.;. In ord«" to verify code //$ted 11ppllcstion5 ph,ffe refer to !he appropriate product code reports at www.strongUe.com or contact Simpson Strong• Tie Company Inc. at 1-800-999-5099. Page 1 of 3 SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 SIMPSON 5956 W. Las Posltss Blvd., Pleasanton, CA 94588. www.strongtle.com Strong-Tie GD -------------------------------·-·--------------------- Job Name: Mast WaU Name: Wall Line B Application: 1st Story Wood Floor Systems Design Criteria: • Stemwall • Perimeter "2018 International Bldg Code *Wind • 2500 psi concrete Anchor Solution Details: Stemwall Installation Stemwall Extension Installation WSW·A8 +. r,/ ' . . ' • n,ii,, for : : _ a· Mlloirnom curo/otemwol I WSW•AB'~i4--· IIW ..-. \IW• .;;::.::I ~ ... ··• ·W· ·-••• St9111wall Secllon View ' ' r-----____ J________ . .. --I -"I : ----1 T : • \frW l --·-•·•---i \~ l i.;w 1 : I I • , _______ -------------'... .. _, ..... ~-IIW '4•\\W ., Foottnp Plan 211· ♦- s,..,.,,,.. H<Ngr4 • r,1/SW·AS \, • W..W-11SR \, ~ 2\l'·do) T . s· min to, WiN/' /IS '4 • I &· rm1or - WSW,ABI Sactton at Stemwall WSW-AB and WSW-fiSR Extanllon Awllcallon -A8 Anchor Solution Assuming Cracked Concrete Design: Anchor Solution Assuming Uncracked Concrete Design: Notes: 1. Anchorage designs conform to ACI 318--14 and 318-11 Appendix D with no supplementary reinforcement for cracked and uncracked concrete as noted. 2. Anchorage strength Indicates required grade of anchor bolt. Standard (ASTM F1554 grade 36) or High Strength (HS)(ASTM A449). 3. Wind Includes Seismic Design Category A and B and detached 1 and 2 family dwellings In SOC C. 4. Foundation dimensions are for anchorage only. Foundation design (size and.reinforcement) by others. The registered design professional may specify alternate embedment, footing size or anchor bolt. Page 2 of 3 ~ ,ru/f;°,tn,de.11.ro.11 ~llll 2fz,'!f" £JV1een.11J JOB 20-150 ,< OF \L PSC DATE 4/17/20 DATE SHEET NO CALCULATED BY CHECK BY SCALE -------3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w = 1125 plf width = ....!,g1_ plf 1500 psf 0. 75 ft (MIN.) => 9 INCHES (MIN.) ( E) 12 11 WIDE CONTIN. FTG W/ 1 -# 4 TOP AND BOTTOM & EMBED. 12 11 INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING p alJ = 1500 ill E_ * ~ 12 12 P Bil = 4500 lbs I I 6.3 PAD DESIGN SIZE LOAD ASBP = 1500 psf Pl 42 " SQUARE x 12 "THK WI 5 -# 4 EACH WAY Pmax = 1500 • 4 2 Pmax = 18375 lbs . STORM WATER COMPLIANCE FORM I TIER 1 CONSTRUCTION SWPPP CB ri;i Z a5 -e50lP B E-29 SW - STORM WATER POLLUTION PREVENTION NOTES BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE BMPs Control BMPs Management BMPs Pollution Control BMPs AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION C: OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN C: C: 0 ...... ..... 0 0 :;::; C: C: -0 :;:; :;::; Ol C (I) -0 (I) -0 IS EMINENT. {f) C: u u C: C: O'> E C: E C: -C :::, 2 0 '5 ·c .Q-C C C .... .... (I) (I) E Cl> :;:; .... >, THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION ::!: "O (I) en .... .... ...., C: '-:::, Ol ..... Q) 2. C: Q) .... .5 (I) £ !/) {f) {f) 0 ·c er .... 0 C: Cl) -en C 0 C. Q) ·c C: {f) C: > .... w -~ C: 0 0 Cl) Best Management Practice"' ~ .5 0 ID C. 0 .... c:., Q) :;::; 3=_, CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION a, ,_ 0 Q) (I) Q) C ..., 0-+-' .c Cl) :e: .... Q) 0 C u .... c..> ..., -0 Q) C: (I) C: C 3= C: C: I-E Q) O'> ·e C: (J) -0 (J) ~ (J) :::E OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING (BMP) Description ➔ Cl) u (I) en ·a (I) (/l O'> (D o> C C a ::::> ~ ..... Cl) !/) (I) (I) .!!! ~ Q) ...... C 0 :e: C: -g~ -0 >, 0 Cl) C: C: 0 [fl E :::, E Q) E :;:; :::, .... u C: Cl 0 ID en ·-Ol o.2 u Q) Co Ol .!!! (I) RAINFALL. :::E Cl o> Cl C: Q) c::: ..., E 0 ..... N Ul ~ 0 u en:;:; (I) _!!!.5 :§ ~ 0 ·o.. i...-3= Cl) 0 (I) ..., Cl) X 0 Q) Q) .J:J Eg = (J) =:e: :u~ J5 ·;:: Cl. e en -0 o> (I) O> Cl) Q) LL E ..:,c (I) :::, C: 0 UC: .... C ..:,c so t;c .... -0 .c C: u ,_ "O ·-(I) ·--0 C Q) .... (I) u i=C: "O 0 > (I) :::, ......... ..0 .... .J:J C .... u ·s; t ·-0 0 0 -·-C. :;s Cl) Q) C: ...., ..., 0 ..... 0 ·;; § NC cc 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION .... 0 0 ..... 0 .... u 00 Co> .s 0 co .c Q) Cl) ~ 0 .... Q) .c ..0 .... ..... 0 0 ......... _. C ;s::ct C C. 0 Cl>-o..., 0 -a. 0 co oo c:., WO u; vi en <.> i.i: c:., tn> en en a.. (/)_ tn c::: Cl.0 a.. >u :.!: tn :.!: en (/)(.) (/) :::E :c :::E U:.!: CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR CASQA Designation ➔ r--00 (7) ....-I'") -.I-IO r--co 0 N ~ n r--co ...... N l") '<r LO co 00 'T ....-co ....-'T I I I I I I I I I I I I I I I I I I I I I I I UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. (.) c..> c..> (.) w w w w w w w w g; ~ tn Cl) (/) Cl) i i i i i i i Construction Activity w w w w (/) (/) en en (/) (/) (/) en z z z z 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE Grading/Soil Disturbance AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) • Trenching/Excavation >< X' DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT • Stockoilina x x ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER Drillina/Borina EACH RAINFALL. Concrete/ Asphalt Sawcutting 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM Concrete Flatwork Paving AGGREGATE. Conduit/Pipe Installation 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER • Stucco/Mortar Work >< PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST • Waste Disposal ')<,_ BE INSTALLED AND MAINTAINED. Staging/Lay Down Area Eauipment Maintenance and Fuelina 7. THE CITY INSPECTOR SHALL HA VE THE AUTHORITY TO ALTER Hazardous Substance Use/Storaae THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED Dewatering TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY Site Access Across Dirt REGULATIONS. Other (list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the to~ of the BMP Table is a list of BMP's with it's corresfionding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you in end to use during construction from the list. Check he box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to th e project. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES {BMPS) DURING CONSTRUCTION PROJECT INFORMATION ACTIVITIES TO lHE MAXIMUM EXTENT PRACTICABLE TO AVOID lHE MOBIUZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE Site Address:\\ l p(Z) L-A ~\<.~ ~ Ll-,...J. AVOID lHE EXPOSURE Of STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. Assessor's Parcel Number: 2 d>5 -45("1-c;t?L o COMPLY Willi lHIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE lHROUGHOUT lHE DURA llON OF lHE CONSTRUCTION ACTIVITIES EROSION CONTROL PLAN. Emergency Contact: UNTIL lHE CONSTRUCTION WORK IS COMPLETE AND APPROVED Name:-ALE:.1'...IA 0-::P-$\O BY lHE CITY OF CARLSBAD. -ALE.r--.....JA. BL..AScO 24 Hour Phone: ~ D. -==l-2 q . ~ v 5 OWNER(S)~.:_, ~7:::-, ~ o-::i-/3c> Construction Threat to Storm Water Quality r_, { ~-====---. (Check Box) OWNER{:>J~ ;> -~ NI nnn11 ... , _;~NA TlJRE) DATE 0 MEDIUM ~ow ✓ E-29 Page 1 of 1 REV 02/16 C cityof Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. A If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. A Details on CAP ordinance requirements are available on the city's website. Appllcatlon Information Project Name/Building Permit No.: MAST ADDITION / REMODEL BP No.: CJB\Q.o4?);lt,,.. 6 Z(g8' ------------------Property Address/APN: 1166 LARKSPUR LANE, CARLSBAD, CA 92008 / 205-430-06-00 Applicant Name/Co.: ALENA BROOKS BLASIO / B.A. WORTHING, INC. Applicant Address: 5145 AVENIDA ENCINAS, SUITE I, CARLSBAD, CA 92008 Contact Phone: 760-729-3965 Contact Email: ADMIN@THISISBAWINC.COM Contact information of person completing this checklist (if different than above): Name: Company name/address: B-50 Contact Phone: Contact Email: Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ ___________ _ Construction Type I Complete Sectlon(s) I Notes: D Residential D New construction 1A i2'.I Alterations: □ exempt &1 BPV 2: $60,000 □ Electrical service panel upgrade 1A 1A 1-2 family dwellings and townhouses with attached garages only □ BPV 2: $200,000 1A Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed D Nonresidential D New construction 1B and 2 D Alterations 2 1. Electric Vehicle Charging A D Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. □ One and two-family residential dwelling or townhouse with attached garage: D One EVSE ready parking space required □ Exception : D Multi-family residential· □ Exception • Total Parking Spaces EVSE Spaces Proposed Capable I Ready I I I Calculations: Total EVSE spaces= .10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces-EVSE Installed (EVSE other may be "Capable," "Ready" or "Installed.") Installed I Total I *Major alterations are: (1) for one and two-family dwellings and 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. B D Nonresldentlal new construction (Includes hotels/motels) □ Exception • Total Parking Spaces EVSE Spaces Proposed Capable I Ready I Installed I Total 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 0 percent of total 50 percent of ReQuired EV Spaces Updated 4/12/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist 2. D Transportation Demand Management (TDM) A. List each proposed nonresidential use and gross floor area (GFA) allocated to each use. B. Employee ADT/1,000 square feet is selected from the table below. Use GFA Employee ADT for first Employee ADT for each 1,000 S.F. subsequent 1,000 S.F. Total If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required. TOM plan required: Yes D No D Updated 4/12/2019 Employee ADT Estimation for Various Commercial Uses Office (all)2 20 Restaurant 11 Retail3 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1CJlhEdition 20 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 a Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8 334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT Total Employee ADT 3