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1166 LARKSPUR LN; ; CBR2020-0868; Permit
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 RESIDENTIAL 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 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 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 DEscRIPrION oF woRK: -1.fb ...... ()=D-..... 1_,.~_.,=IJCLJn.___....,Jo'-=-~c=->,HITf"L,.,.....,....'R_,~-~.,.-----67<...,,8"'"'---L-9-"SE""-____.&«l___.""-'--'-..... d ..... 12-rJ __ _ )( Addition/New: 107 Living SF, Deck SF, ___ Patio SF, ___ Garage SF Is this to create an Accessory Dwelling Unit? Yes /@:a New Fireplace? Yes /{w, if yes how many? __ ~ Remodel: _8_3_9 __ SF of affected area Is the area a conversion or change of use ? Yes/ 6ic) 0 Pool/Spa: ____ SF Additional 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. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she Is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500)). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 8-1 Page 1 of 2 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 Is Issued. )( 1 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...._ ____________ _ PolicyNo. WSD 5052565 00 Expiration Date: 01/Q1/2Q21 □ 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 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. CONTRACTOR SIGNATURE: ( OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law 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 w ith contractor(s) licensed pursuant to the Contractor's License Law). □ I am exempt under Section _______ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property Improvement. □ Yes □ No 2. I (have/ have natl 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 ts 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, 2S533 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 S'O' deep and demolition or construction of structures over 3 storles 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 all,c~,w~kOrnmmeoced lITT ap,OodoflOOda,,(Se~ APPLICANT SIGNATURE: -----~-.._,....._~_:_-:__ ... _-_'---~------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-Bolting-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 12/2812023 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/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. 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 Type: Work Class: Status: Scheduled Date PERMIT INSPECTION HISTORY for (CBR2020-0868) BLDG-Residential Application Date: 04/24/2020 Owner: DEAN MAST 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 lo prevent tracking? Have sediments been tracked on to the street? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? COMMENTS 07/30/2020 Subdivision: WOODLAND HEIGHTS 08/04/2021 Address: 1166 LARKSPUR LN 26099 CARLSBAD, CA 92008-3405 Inspection Primary Inspector Reinspection Inspection Status Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Tuesday, February 13, 2024 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 ./6 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~ ) Email: 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 Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph : 760-207-1885 Structural Design Calculations Residential Addition Client Brooks Design Proiect Mast Residence 1166 larkspur Lane Carlsbad CA 92008 April 17, 2020 PCSD File#: 20-150 .... , • n:,~-" J'~ LH ..,.~,..,"~ 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 pe.i 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. Reinforcin.9 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 Batis & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure A307 Quality Minimum A325 (Bearing, U.N.O.) ,?',u./r;',tnJ'l'ehJ'Ch -;/n, oZZe..,o bJUIHFUIJ JOB 20-150 SHEET NO k OF _ ___,,.,.,..,,,~- CALCULATED 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 RoofFraming 5/8" Gyp. Bd. Insulation and Misc. IoL = ILL= 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 ?,u/f;',t~n.,o:n ;f171 ~'!f'O bJ'neen'nJ 3529 Coastview Ct -Carlsbad, CA 92010 JOB 2~1~ SHEET NO '3 OF -------------CALCULATED BY PSC DATE 4/17/20 CHECK BY DATE ----SCALE Telephone (760) 207-1885 -Email: paul.pcsd gmall.com Z.<t LOAD LIST (CONTINl 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 = Al<zt*l*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 Sos = (2/3) SMs S0s = 0.757 Sos Cs = (R/I) Cs = 0.117 USE: V= 0.117 WnL ASD BASE SHEAR VASD- V ASo= 0.083 WDL (I 1.4.5) A= 1.00 (fig.28 . .5.1-Ps30= 26.6 psf Kzt= 1.00 (fig.26.8-1 ) }= 1.0 USGS APPLICATJON Ss = l.054 S1 = 0.382 Fa = 1.08 F = V 0.00 R= 6.5 I = 1.00 h0 = 25.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY s, <0.75 s, >0.04 Ss>o.15 (11.6 ASCE 7-16) (11.4.2 ASCE 7-1 6) (fig. 28.5-1) (table 1.5-2) 1.' • = Ci • (h,,)°' 75 = 0 .22A Ts = So/Sos. 0 k= 1.0 :'.qn. 12.8-l Not 01 Ta<0.5 Seismic Design Category: D 4/16/1020 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,:Ays rm by Wyndh~m Carlsbad • I ' OSHPD )/(' Valley Middle ft School Track T ">c~ ~13-\ i. 'o ~"'~ Map data (C)2020 Date Design Code Reference Document Risk Category 'Site Class Type Value Ss 1.054 S1 0.382 SMs 1.137 s,..1 null-See Section 11.4.8 • Sos 0.758 '. S01 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 PGA,,i 0.527 • TL 8 . SsRT 1.054 SsUH 1.177 • SsD 1.5 S1RT 0.382 S1UH 0.421 S1D 0.6 PGAd 0.547 CRs 0.895 https:1/seismicmaps.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 ampllflcation factor at 0.2 second Site amplification factor at 1.0 second MCE0 peal< ground acceJeraUon Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted ground moUon. (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 50 years) spectral acceleration. 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) 7M x 9 1/2" 2.0E Parallam® PSL Overall Length: 18' 3" All locations are measured from the oi.rtside face of left support ( or left cantilever end). All dimensions are horizontal. ' • • ---• '"'1~·•,,i·~1 '·,1?~)"''' ' ,, .. :.··;,1~. ~1.i\-"fj,f ••l:i\"1'#·..-N •'.'I':~!~~:_'. ~1\~~~tl%1t~%~; 1)£~1':~ i.i! .... :\~· " •• ,'} ~~,..-: -~··, , ... ' '-'." .. -;~~l1, . ~~t r<,!f, 11,1/·,;l-t~~~ ::t•,-! ~- 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 O + 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 Deft (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) • Oeflectlon criteria: U. (L/360) and TL (L/240). • Ollffl!Bng deflection criteria: LL (2L/360) and TL (2L/240). , Top Edge Bracing (Lu): Top compression edge must be braced at 18' 3" o/c based on loads applied, unless detailed otherwise. , Bottom Edge Bracing (lu): Bottom compression edge must be braced at 18' 3" o/c baied on loads applied, unless detailed Olherwise. • Member should be Side-loaded from both sides of the member or braced to prevent rotation. 0 • Self Weight (PU') 0 to 18' 3" N/A 20.8 1 • Unll'onn (PV) 0 to 1' 6" (Front) NIA 55.0 60.0 20.0 2 • Uniform (Plf) 1' 6" to 13' 7" (Front) N/A 110.0 233.0 20.0 3 • Untfonm (PLF) 13' 7" to 18' 3' (Front) N/A 79.0 315.0 ~' ' -. ' -' 1',1-fi'!. Default Load Default Load Default Load .. \f PiJtf.fi~~i PASSED .. 0 System : Floor Member Type : Drop Beem Bl!llding Use : Residentlal Building Code : IOC 2018 Design Methodology : ASD Weyemaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product de.sign crlter1a and pubRshed design values. Weyemaeuser expressly disclaims any other warrant1es related to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the autllorlty having Junsdictlon, The deslgner of record, bullder or framer Is responsible to assure that this calculatlon Is compatible with the ()',lerall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser tadDties are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under l!llllluatlon reports ESR-1153 and ESR-1387 ar.d/or tested In accordance with applicable "5TM standards. For current code evaluation rePOrts, Weyerhaeuser product Hterature and Installation details refef to --~ .a,m,lwooo,,rOOl>Ct5,ld<Jcument-1'bra,y. The product application, Input design loads, dimensions and support Information have been provided by ForteWEB Sot'tware Operator PorteWl!B Software Operator Job Notes f>aUI Christenson PCSO Engineering (760) 207-1885 A. paul.pcscl!O>gmail.com Weycrharus<r 4/17/2020 6:12:41 PM UTC ForteWEB v2.4, Engine: VS.0.1.5, Data: V?.3.2.0 File Name: Mast Page 1 / l MEMBER REPORT Floor Framing, (FB·2) Hdr Bm 1 piece(s) 3 1/2" x 9 1/2" 2.0E Parallam® PSL + 0 All locatJons are measured from the outside face of left support {or left cantilever end). All dimensions are horizontal. --":"i~Jtttf.~ ,,i"; • 1iii111f -~t,'i '"¼:. ,l .~ .:' ~ ~:;~r.t~~ .. ~.~ not,'( .~ ·~ ".'! .... ~ ,._, ' " .,.. Member Reaction (lbs) 6342 @ ◄" 12031 (5.50") Passed (53%) .. 1.0 D + 1.0 L (All Spans) Shear (lbs) 6235 Cl' 3" 6128 Passed (97%) 1.00 1.0 0 + 1.0 L (All Soans) Moment (Ft-lbs) 7825 @ 1' 7" 13057 Passed (60%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Oefl. {in) 0.031 !DI 2' 5/8" 0,117 Passed (l./999+) -1.0 D + 1.0 L (All Spans) Total Load Defl. (in) 0.056@ l' 7" 0.175 Passed {l,/755) -1.0 D + 1.0 L (All Spans) • DeftoctlOn crlttna: LL (L/360) and TL (L/240). • Top Edoe Bracing (Lu): Top compression edge must be braced at 4' 2' o/c based on ~ds applied, unless detailed o!he,wise. • 8ottDrn Ed9e Bracing (Lu): Bollom compression edge must be braced at 4' 2' o/c based on loads applied, unless detailed otherwise, 0 • Sett Weight (PI.F) 0 ID<!' 2" N/A 10.4 1 • Uniform (P\J') o to 1 • r (Frorrt) N/A 15,0 60.0 Default Load .2 -Uniform (PIF) J' 7" lo •• .2' (Front) NIA J60.0 81).0 20.0 Oeraultload 3 • Point (lb) l' 7" ( Front) N/A 368? 4151 1563 Default Load 4 • Point (lb) 2' g• (Front) N/A 965 2286 86 Default Load ~ ~·' ;.~;~ ::-~~-~--~-. PASSED System : Floor Member T~ : Crop Beam Bulldlng lJ5e : Re51dentlal Building Code : IBC 2018 Design Methodology : ASD Weyerh-warrants that the sizing ~ Its products will be In accordance with Weyerhaeuser product design cr!terla and publshed design values. Weyemaeuser expressly dlsdalms any other warr.inlles related to the software. Use of this software Is not Intended to clrrumvent the need for a design professional as determined by the authot1ty having Jurlsdlctlon, The designer r:I record, builder or tram« Is responsible to assure ltlat this catculatlon Is compatlble with the 011erall project Accessot1es (Rim Board, BlockJng Panels and Squash Block$) are not designed by this software. Products manutac:tured at Weyerhaeus« tadlt1es are thlrd1)artv C9tlfled to sustainable forestry standards. Weyerhaeuser El1!llneered Lumber Productli have been evaluated by ICC-es unde-eva!Uatlon reports ESR•ll53 and ESIH387 and/or tested In accordance with applk:able ASTM standards, For current code evauatlon reports, Weyerhaeuser product llteralJJre and lnstallatlon clemlls mer to www.weyerhacuser.a,m/woodproduct!/document-llbrary, The product appllcalion, lnllUt design lollds, dimensions and support lrtormatkln have been provided by ForteWE8 Sottware Operetor PorteWU .tottware Operator Job Notes Paul Chrl5tvnron PCSO Engineering (?60) 207-1885 A paul.pcsd@g1n1111.com Wey,,rh.ieu= 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 / 1 Description: PCSD Engineering 3529 Coastview Court , Carlsbad, CA 92010 (760) 207-1885 paul.pcsd@gmall.com ('FB-3) Flr Bm Project Title: Engineer: Project ID: Pro1ect Descr: 7/ Printed: 21 APR 2020, 10:59AM -·-C~Q...c...DE_·· ___ RE_· F=.Ei~R_EN_C'-·'E_S __ ·'.'.~_-,,_.··_,:.~·(_..;_. ,·._· ._,.,, .. _, ~---------------.. -·------ Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Mt.tertaf'Pro e.rtlea. • ·: ., . ;~ Analysis Method : Allowable Strength Design Beam Bracing : Beam Is Fully Braced against lateral-torsional buckling Bending Axis : Major Axis Bending Span = 17.750 tt Fy : Steel Yield : E: Modulus : 50.0 ksl 29,000,0 ksi .-'.'.~p~ed,~~'9.!.......L..._~_::..~ .. ~,;_~~-· ._._. _:_. __ _ Service toads entered. Load Factors will be applied for calculations. Beam self weli;iht calculated and added to loadlni:i Uniform Load ; D = 0.2850, Lr= 0.020, L = 0.560 k/ft, Tributary Width = 1.0 ft :aESIGN..SUMMAR.Y · . ~} • -· Maximum e"eiicirrig·stress Ratio ~ •• , 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 Deflection ' . . Overait-Pt1a·xtmum Deft,ctlons Load Combinatlon Span ..0-+L +H , V~rtfcal:R~actlons ~: ?'-. Load Combination Support 1 OveraH MAXimum 7, Overall MINimum 0.178 ..0-+H 2.778 +O..J.-+H 7.748 +0-+Lr~ 2,955 +O+S..+f 2.776 ..o-+o.750Lr+0.750L +H 6.639 +0+0.750L +0.750S+H 6.505 +0-+-0.60W+H 2.778 -tO+O .750!.r+O .450W-tt1 2.911 +D+0.750S+0.450W+H 2.778 ·•(l6DO+0.60W+0.60H 1.667 +0+0.70E..0.60H 2.778 +0+0.750L +O. 750S..0.5250E+H 6,505 --0.60O-+0. 70E+H 1.667 D Only 2.778 Lr Only 0.178 LOnly 4,970 S Only .... ..,__· •· Max.'.' Def! 0.6892 Support 2 ,7 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 • cfso1 : 1 W8x28 34.381 k-ft 67.864k-ft +O+L+H Maxlmu·m Shear Stress· Ratio = Section used for this span Va : Applied Vn/Omega : Allowable 8.875ft Span# 1 0.442 In Ratio= 0.000 in Ratio-= 0.689 In Ratio = 0.000 In Ratio = Location In Span Load Combination Location of maximum on span Span # where maximum occurs 481 >=360 0 <360 309 >=180 0 <180 Load Combination Des, n OK 0.169 :' f W8x28 7.748 k 45.942 k +O+L+H 0.000 ft Span# 1 Max. '+' Defl Location in Span 8.926 -----0.0000 0.000 Support notation : Far left is #1 Values In KIPS ? ,ru/f;,tTZJ'len.ron ';,n ,t);~., bJ'neermJ 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 A = 1.00 Kzt = 1.0 PSJO = 26.6 psf I = 1.0 P = 16.0 psf (A.SCE 7-16 -llqu•tion 28 5-1) (ftg 28 ! 1-1) (flj! 26.8) !6g. 2~ j .,, (table I ~-2) Criteria JOB 20~50 SHEET NO '6 OF ___ _ CALCULATED BY PSC DATE 4/17/20 CHECK BY DATE SCALE s == s 1.054 F = • 1.1 R = 6.50 ---- (ASCE 7-16 • Eqn 12.8-2) S1 = 0.382 Fv= 0.0 l = l.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 I S = 16.0 psf X 281 sq. ft.= E /W = 16.0 psf X 181 sq. ft.= N IS = 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 tbs. 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 = I 1 ,?',ru/f;,f',l.den.rt,r, ~mt ~'!re, ~eerutJ JOB 20-150 SHEET NO 9 OF ___ _ CALCULATED BY PSC DATE 4/17 /20 CHECK BY ____ DATE __ _ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 -Email: paul.pcsd gmail.com Roof Diaahra~: 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 ,,.,..,..----,,-,-,---r =VIA= 3.14 psf p ------Seismic Lateral Distribution V= 6769 lbs. • p Level wx hx (lbs) (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 w¥ (h¥) lw-k (lbs) (lbs) 0.405 2744 2744 0.595 4025 6769 1.000 6769 ,?J ,u_/'"(;,l"'nJ'Gim.n,Jt ;In, t.ZH,.o bfalHITUIJ 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 Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type 2 10 10 8 B B l I 8 c.,sw ) 3 19 19.33 8 s C 5 5 8 A 0 ,f D 14 14 8 B 0 ( ,0 0 0 j) 0 0 #D V/0! 0 #D /0! 0 #D ~/0! 0 #DI /0! 0 #D ~/0! 0 #D /0! 0 #:q V/0! 0 #DI /0! 0 #D /0! 0 #D /0! ?,u/f;,trl.mJanH ';n, 4o JOB 20-150 SHEET NO L\ OF :&faeennJ CALCULATED BY PSC DATE 4/17/20 ~ ,.;5 •. ,_~; J:1 CHECK BY DATE ..;!.~~~~\ 3529 Coastview Ct -Carlsbad, CA 92010 SCALE PM-It CJ,..rifOl,H.in. S,,c.H ~· z..,...,.,...., Telephone (760) 207-1885-Email: paul.pcsd@gmail.com 5.2 Lateral Design & Analysis (cont.) Gridline CD 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 = ]9.33 ft. 169 plf ~) OTF 1350 lbs. $' ,u/f;,l"'rl,ce;11J'O.n -;Tn, ~~o JOB 2().-150 SHEET NO l1.. OF :&peerh!f CALCULATED BY PSC DATE 4/17/20 CHECK BY DATE .. 3529 Coastview Ct -Carlsbad, CA 92010 SCALE p,...1 Cl.nlf,n-.S..n rx.,, Telephone (760) 207-1885 -Email: paul.pcsd@gmall.com z-, ..... ,.,,., 5.2 Lateral Design & Analysis (cont.) Gridline ~ 8 % ( 6623 X 0.08 530 #) 530 lbs. + 433 ffi. V = ft. 963 plf Ca,Jcut£ .. ~ Gridline 8 8 % ( 6623 X 0.08 = 530 #) 530 lbs. + 422 11 V = 5 ft. = 190 plf OTF 1523 lbs. / HDU2 Gridlinc ~ 50 % ( 6623 X 0.50 = 33 12 #) 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.strongtie.com SIMPSON Strongl,.Tie --------------•-■-----.----.. ,------------·-·-------- Job Name: Mast Wall Name: Wall Line B Application: 1st Story Wood Floor Systems Design Criteria: • 201 B International Bldg Code •Wind • 2500 psi concrete * ASD Design Shear = 963 lbs • Floor Joist Depth = 1 0" Selected Strong-Wall® Panel Solution: Actual Shear & Drift Distribution: Actual Aiiowable •• ·r Actual / I Actual I Drift Shear Shear : Allow Drift Limit 1 (lbs) (lbs) j Shear : (In) 1 (ln) --···----·---------• -· -----•-· -··-•·· --·--·-· -····-· ••• ··--""1·-------·-··--. --~--• ---••· Model WSW18.x8 ,! 963 5 1330 OK ; 0.72 , 0.33 ,· 0.53 -·---·---.. _. __ ·--·--•--•---·-.......... --·--··---·-··---~ .. -_ ..... ~-----.J.. __ --·---···--. Notes: 1. Strong-Wall Wood Shearwalls have been evaluated to the 2018 IBC/IRC. See www.strongtle.com for additional design and installation information. 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. 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 Jurisdlctlons. 8. Minimum standard strength anchor bolts are required unless a lower strength grade Is Justified by the registered design professional. Disclaimer: It Is the Designer's ,espom;lbllity to wtrify product sultabiHty uttder ttppl/cable bu/ld/ng ~-In order to verify code listed 11ppllcations p/effe refer to !rut appropriate product code reports at www.strongtle.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 -------------------------- 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-Nil ' 2r·---·!&'',y"'·-~~':'~eciumo ' ' :-----_____ : ________ .:: ... --. -l : ¼W ',t --~ ·-•· --I w . ' : v,,w t : i , • '··------····· ··-···-'. . .. _, ... t ~-1\W ◄•\\W ► s,.,,.,,,.. f-lojgt4• r,1/SW·AS \, • W..W-11511 \,~ 21t'·do) FooHnsJ Plan ·"8 ~•mfnloo- W'iNl·/IS '4 • ' s· rm 1or ---i WSW-AB I .. W ... ►I Sactton at Stemwall WSW-AB and WSW-fiSR Extan1ton App/lcallon 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 SDC 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 ~ gu/°f;,tn',ne.11,ro.11 ~llll ri,;,,.c, £.,,JV'een.11J JOB 20-150 ,< OF \L PSC DATE 4/l 7 /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 = ~ plf 1500 psf 0. 75 ft (MIN.) => 9 INCHES (MIN.) ( E) 12 11 WIDE CONTJN. FTG W/ l -# 4 TOP AND BOTTOM & EMBED. 12 11 INTO UNDISTURBED SOIL (MJN.) 6.2 MAX POINT LOAD ON FOOTING P .u = 1500 * E_ * 2i_ 12 12 P a11 = 4500 lbs I I 6.3 PAD DESIGN SIZE LOAD ASBP = 1500 psf P l 42 " SQUARE x 12 "THK WI 5 -# 4 EACH WAY P max = 1500 • 4 2 Pmax = 18375 lbs . --- STORM WATER COMPLIANCE FORM I TIER 1 CONSTRUCTION SWPPP cs .-2.'°zaS -·e50&;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 :;:; :;:; O'I 0 Q) -0 Q) -0 IS EMINENT. C: E C: (I) 0 u C: C: O'I 0 E C ..... 0 2 2 0 'o ·;:: -~ 0 0 E ..... :;:; .... Q) Q) THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION :::!: -0 (I) O'I '-Q) .... _. C: '-::, >, O'I ..... (I) 2. C Cl) .... .s (I) .s: (I) (I) (I) 0 ·c er ,.... 0 C: (I) .... O'I a. (I) ·;:: C: (I) C: > '-w ~ C 0 0 (I) CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION Best Management Practice* ~ C: 015 0 co 0. .... 0 Cl) 0 .... c.:> Q) 0 :;:; ..... 3= .... 0 ..... :E (I) ): (I) .... Cl) 0 C: 0 Q) _. ~ Q) C: I-E 01.. (I) -0 (I) ~ -0 (I) :::E C: (I) C C: 3= 5i OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING (BMP) Description ➔ U) u Cl) en ·5 Q) (I) O'I Q) Cl co ·e C: Cl C C a :::> (I) -Q) (I) Q) Cl) ~Cl) -C C 3:: C: ~~ -0 >, 0 (I) C: C: C > [g E ::, E Q) E :;:; ::, ... u C: a 0 co en·-Cl o.2 QCI) Co O'I ~ (I) RAINFALL. :::! o en 0 C: (I) rr _. E C .... N (I) ~o u en:;:; Q) ~.s -av c ·a ..__ 3= (I) 0 Q) ..... Q) X 0 Q) Qi .0 E~ =fil = 3:: :»:..:; :a •-Cl ·c o... e en -0 o> Q) o> Q) LL E ..:::,: Q) ::s CO ,._ C ..:::,: 5o t, C .... -0 .c C: Q) t.> .... -0 ·--o C 0 C: Q) .... Cl) u :=C: "'Cl C -·-0. 'i:i Q) > Q) ::s ......... .c ... .c 0 ..... 0 ·-.... ·-0 N C: C: C: THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION 0 0 ... 0 ..... (I) 0 L. CJ C: 00 0 O'I 00 i; t .... .c Q) .... 0 ..... 0 ·-C: 3. Cl) ~ 0 .... 0 (I) .c .c .... ..... 0 0 ........ en .s: .E 0 3:ct 0 ~o o...., 0 -0. 0 oo co oo <.!) WO u; en en C.) ti: c.:> en> (/) (/) 0... en o:: 0...0 Cl.. :::! en :::! en eno (/) :::E :c :::!: <.) :::! CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR CASQA Designation ➔ r--. co 0) ~ n """ LO ,..... co 0 N ..... I") ...... co ..... N n -d-LO (C) co 'T ..... co ..... ..... I 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. <.) u u c..> w w w w w w w w ~ ~ en (/) en en i i i i i i i Construction Activity w w w w (/) (/) (/) en en en en en z z z z 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE GradinQ/Soil Disturbance AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) • Trenchinq/Excavation I>< X' DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT • StockoilinQ x X ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER Drillinq/BorinQ EACH RAINFALL. Concrete/ Asphalt Sawcuttinq 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM Concrete Flatwork Paving AGGREGATE. Conduit/Pioe Installation 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER • Stucco/Mortar Work >< PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST • Waste Disposal ')(,. BE INSTALLED AND MAINTAINED. Staqina/Lav Down Area Eauipment Maintenance and FuelinQ 7. THE CITY INSPECTOR SHALL HA VE THE AUTHORITY TO ALTER Hazardous Substance Use/Storaqe 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 corresrionding 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 the project. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION PROJECT INFORMATION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBIUZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO Site Address:\\ l p© L..,o.. -R...\<.~ ~ L 1-J . 1, AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT All TIMES, ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. Assessor's Parcel Number: 2 ¢5 -4 3(~-cpl o COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES EROSION CONTROL PLAN. Emergency Contact: UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED Name:-A L E. ~I A ?:1.-~:si..n BY THE CITY OF CARLSBAD. -ALE.."-'A. BLAS tO 24 Hour Phone: ---=,..ui D . -::J. 2 q . ~ v 5 OWNER(S)~✓,••:, f ~~. o-==1-/~ Construction Threat to Storm Water Quality r_ r ----(Check Box) OWNERt;:)J~HI I'! ...•. _ ~--.:NATURE) DATE ~ow □ MEDIUM ,/ 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. "' 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. "' Details on CAP ordinance requirements are available on the city's website. Appllcatlon Information Project Name/Building Permit No.: MAST ADDITION / REMODEL BP No.: CfdV<..d--Oo(6 .,. 6 Zfu~ ------------------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 il'.i Alterations: D exempt Kl'.! BPV 2: $60,000 1A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade 1A only Multi-family dwellings only where interior finishes are removed D BPV 2: $200,000 1A 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. 0 Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. D One and two-family residential dwelling or townhouse with attached garage: D One EVSE ready parking space required D Exception : □ Multi-family residential· D 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 2: $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 Nonl8Sldentlal new construction (includes hotels/motels) D 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 reauired EV Spaces Number of required EVSE Installed Spaces D ().9 1 1 □ 10-25 2 1 D 26-50 4 2 D 51-75 6 3 D 76-100 9 5 D 101-150 12 6 D 151-200 17 9 D 201 and over 10 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 (TOM) A. List each proposed nonresidential use and gross floor area (GFA) allocated to each use. B. Employee ADT/1,000 square feet is selected li'om the table below. Use GFA Employee ADT for first Employee ADT for each 1,000 S.F. subsequent 1,000 S.F. Total tt 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 Retaib 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1()fhEdition 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 3 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 EmployeeADT 3