Loading...
HomeMy WebLinkAbout2155 ALGA RD; ; CBR2018-3106; PermitIC? aty of' Carlsbad Residential Permit Print Date: 10/10/2019 Permit No: CBR2018-3106 Job Address: 2155 Alga Rd Permit Type: BLDG-Residential Work Class: Second Dwelling Unit Status: Closed - Finaled Parcel No: 2152205600 Lot U: Applied: 11/09/2018 Valuation: $90,726.40 Reference U: Issued: 03/12/2019 Occupancy Group: Construction Type: Permit Finaled: U Dwelling Units: 1 Bathrooms: Inspector: PBurn Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 10/10/2019 2:35:51PM Project Title: Description: KAUFMAN: 640 SF DETACHED ADU Applicant: Owner: Contractor: DZN PARTNERS TRUST KAUFMAN KEN S TRUST 09-22-15 MULLEN CONSTRUCTION BART SMITH 2153 Alga Rd 682 2Nd St CARLSBAD, CA 92009 2890 Pio Pico Or, Ste 104 Encinitas, CA 92024-3560 Carlsbad, CA 92008-1558 760-753-2464 760-434-2233 BUILDING PERMIT FEE ($2000+) ' $587.63 BUILDING PLAN CHECK FEE (BLDG) $411.34 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $43.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $52.00 PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL $80.00 PUBLIC FACILITIES FEES - outside CFD $3,175.42 5B1473 GREEN BUILDING STATE STANDARDS FEE $4.00 STRONG MOTION-RESIDENTIAL . $11.79 SWPPP INSPECTION FEE TIER 1- Medium BLDG $246.00 SWPPP PLAN REVIEW FEE TIER 1- MEDIUM $5800 Total Fees: $4,844.18 Total Payments To Date: $4,844.18 Balance Due: $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 frocessing 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. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov (City o f Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-I Plan Check - 31 NO Est. Value PC Deposit Date I Job Address 2-1.C:2 -2,'20-5(0-00 CT/Project #:______________________ Lot U:I 5 Fire Sprinklers: yes A9Air Conditioning: j/ no BRIEF DESCRIPTION OF WORK: 1b6 (OY)v1A&II0V1 of a new ovei 64ory 4e2ftck4 Addition/New: (o'4D Living SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling Unit/ No New Fireplace? Yes 3if yes how many? 0 Remodel: SF of affected area Is the area a conversion or change of use? Yes j Pool/Spa: bC—' SF Additional Gas or Electrical Features? LI Solar: KW, ______ Modules, Mounted: Roof/Ground, Tilt: Yes/ No, RMA: Yes! No, Battery: Yes! No Panel Upgrade: Yes / No 0 Reroof: 0 Plumbing/Mechanical/Electrical Only: i:i Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: w+ Ma SMIMA / Name: KW Zawav Address: 2.- 2-l'1cI kre't Address: 2-153 A c' 1øad City: EPC1445 State:C.Pc Zip: 'T2024 City: c41-119otct State:C?__zip:2DO Phone: I (oO- 1464 Phone: 1,to0 (ool- 12-TI Email: VVl1,\ (d-V4 r+ I') evs COWt Email: 1<&n 0-1-reew DESIGN PROFESSIONAL Name: ir-l- M.'mTh1 r(Atc'j- Address:OL 29& S-hee.k City: icwM&S' State: CA Zip: 024 Phone: 100-153 244 Email: Sry tfli dzvi pr+1e'. COVVI Architect State License: C 2..'2_5 51 CONTRACTOR BU)INESS 7/ Name: '/Y. //,./ 1,-3, , X, Address: 2/Ô /",? &e-,O City: (A4I State:('Zip: Phone: 76g. 1'i, 2Z33 Email:D4/Jf(-ie State License:fi*'2/7/..0 Bus. License: '01-W40 /2O (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: Buildingccarlsbadca.gov B-I Page 1 of 2 Rev. 06/18 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I 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 thj permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Compa y Name: J7 JTh,4 C_. ,4/?,j1dr1'T Policy No. 72O/,71077 Expiration Date: 7/tf,/W'? 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to 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. A - CONTRACTOR SIGNATURE: AGENT DATE: ___________ (OPTION 13 ): OWNER-BUILDER DECLARATION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: O 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). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 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): 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: DAGENT 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? DYes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 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 AGAINSTSAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' 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 building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days ( ctio 6.4.4 Uniform uilding ode). - APPLICANT SIGNATURE: ¶\I\ DATE: 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-I Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Residential Application Date: 11/09/2018 Owner: TRUST KAUFMAN KEN S TRUST 09-22-15 Work Class: Second Dwelling Unit Issue Date: 03/12/2019 Subdivision: LA COSTA VALLEY UNIT #4 Status:' Closed - Finaled Expiration Date: 12/16/2019 Address: 2155 Alga Rd Carlsbad, CA 92009-6202 IVR Number: 15297 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reunspection Complete Date Start Date 06119/2019 06/19/2019 BLDG-81 095037-2019 Passed Paul Bumette Complete Underground - Combo(11,12,21,31) Checklist Item COMMENTS Passed BLDG-Building Deficiency . Yes BLDG-11 Foundation-Ftg-Piers Yes (Reber) BLDG-12 Steel-Bond Beam Yes BLDG-21 Yes Underground-Underfloor Plumbing BLDG-31 Yes Underground-Conduit Wiring 10/1012019 10/10/2019 BLDG-Final 107173-2019 Passed Paul Bumette Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes October 10. 2019 --- -. Page 3 0t3 Permit Type: BLDG-Residential Application Date: 11/09/2018 Owner: TRUST KAUFMAN KEN S TRUST 09-22-15 Work Class: Second Dwelling Unit Issue Date: 03/12/2019 Subdivision: LA COSTA VALLEY UNIT #4 Status: Closed - Finaled Expiration Date: 12/16/2019 Address: 2155 Alga Rd Carlsbad, CA 92009-6202 IVR Number: 15297 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date, BLDG-24 092947-2019 Failed Chris Renfro Reinspection Complete RoughfTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No BLDG-43 Air 092948-2019 Failed Chris Renfro Reinspection Complete CondJFurnace Sot Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-84 Rough 092949-2019 Failed Chris Renfro Reinspection Complete Combo(14,24,34,44) Checklist item COMMENTS Passed BLDG-Building Deficiency Not ready. Need to be watertight and No exterior wrapped BLDG-14 No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical . No BLDG-44 No Rough-Ducts-Dampers 05/3012019 05/30/2019 BLDG-17 Interior 093245-2019 Failed Paul Burnotte Reinspection Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-84 Rough 093244-2019 Passed Paul Bumette Combo(14.24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. Need to be watertight and Yes exterior wrapped BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 06/05/2019 06/06/2019 BLDG-17 Interior 093808-2019 Passed Paul Bumette Lath/Drywall Checklist Item COMMENTS Passed Complete Complete Complete BLDG-Building Deficiency Yes October 10, 2019 . Page 2 of 3 Permit Type: BLDG-Residential Application Date: 11/09/2018 Owner: TRUST KAUFMAN KEN STRUST 09-22-15 Work Class: Second Dwelling Unit Issue Date: 03/12/2019 Subdivision: LA COSTA VALLEY UNIT #4 Status: Closed - Finaled Expiration Date: 12/16/2019 Address: 2155 Alga Rd Carlsbad, CA 92009-6202 IVR Number: 15297 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 0311412019 03/1412019 BLDG-SW-Pre-Con 086037.2019 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLOC-Building Deficiency No 0410212019 0410212019 BLDG-21 087807.2019 Passed Paul Bumette Complete UndergroundlUnderf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0410812019 0410812019 BLDG-11 088176.2019 Passed Paul Bumette Complete FoundatlonlFtglPler s (Rebar) Checklist Rem COMMENTS Passed BLDG-Building Deficiency No 0412412019 0412412019 BLDG43 Shear 089839.2019 • Failed Paul Burnette Reinspection Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-15 089838.2019 Passed Paul Bumette Complete RooflReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-8I 089797.2019 Passed Paul Bumette Complete Underground Combo(11,12,21,31) Checklist Rem COMMENTS Passed BLDG-Building Deficiency No BLDG-11 Foundation-Ftg-Piers No (Reber) BLDG-12 Steel-Bond Beam No BLDG-21 No Underground-Underfloor Plumbing BLDG-31 No Underground-Conduit Wiring 06/2812019 0612812019 BLDG-13 Shear 092946.2019 Passed Chris Renfro Complete Panels/HD (Ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes October 10, 2019 • Page lot 3 D c Oj INSUIATION, L.P. . Fed. Id# 205576054 Lic. #888804 Insulation/Fireplaces Insulation Certificate Your Home/Building has been insulated with Certainteed Fiberglass insulation products, which are designed for today's safety standards and tomorrow's energy requirements. Fiberglass is inorganic and therefore permanently noncombustible, so it does not have to be treated with fire-retardant chemicals that will likely lose their effectiveness over time. It has not been treated with chemicals that can corrode wiring or metal. Fiberglass will not absorb moisture nor will it settle over time as many other insulation materials. This also certifies that Certainteed Fiberglass Insulation has been professionally installed in this home/building to provide the following thermal performance and meets Title 2.4 renuirements. Insulation is installed in the structure described below as follows: Work Area Attic Area Exterior Walls and Rim Joists Interior Walls Caulk and Seal exterior doors, windows and sill plates Item Installed J9 Ft. R-30 24" x 48° - Unfaced - Batts 594 R-19 15.25" x 48" - Unfaced - Batts 431 R-11 15.25" x105" - Unlaced - Batts 207 CF812 Foam 594 Job Name:Kaufman Residence Job Address: _2155 Alga Rd Carlsbad, CA 92009 * Expandable Foam Caulking to meet Title 24 Air Infiltration Standards is Included Signed Tom Berry - Director of Sales Date: May 31, 2019 R- Means resistance to heat flow. The higher the R-value, the greater the insulating power. Ask your builder for the fact sheet on R-values. Keep this certificate with your other valued papers. If you ever sell this home/building, this certificate should be passed on to the buyer. Azusa Branch #872 Palm Springs Branch #873, #876 Escondido Branch #874 600 S Vincent Ave 72-060 Corporate Way 2061 Aldergrove Ave Azusa, CA 91702 Thousand Palms, CA 92276 Escondido, CA 92029 Phone: (626) 812-6070 Phone: (760) 834-3355 Phone: (760) 839-3200 DC PCSD Engineering Project Title: 3529 Coastview Court Engineer: Carlsbad, CA 92010 Project ID: (760) 207-1885 Project Descr: pa6l.pcsd@gmail.com _________________________________________________________ Printed: 4 JAN_2019,_1:36PM :. • File= ee. earn .' SoftwarecoovnahtENERCALC INC 1983-2018 Build 10181130 Description: (RB-3) Outrigger Beam CODE REFERENCES Calculations per A I S C 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 - Material Pioperties - Analysis Method: Allowable Strength Design . Fy : Steel Yield: 50.0 ksi Beam Btcing: Completely Unbraced E: Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Span = 4.0 ft Span = 14.750 ft Applied Loads Service loads entered Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load: D = 0.0140, 1 = 0.060 ksf, Tributary Width = 9.670 It RECEIVED Point Load: 0=1.040, L = 4.60k t 0.0 ft JAN 0 8 2019 Load for Span Number 2 CITY OF CARLSBAD Uniform Load: D = 0.0140, L = 0.060 ksf, Tributary Width = 9.670 ft BUILDING DIVISION DESIGN SUMMAY .. Maximum Bending Stress Ratio = 0.559: 1 Maximum Shear Stress Ratio = 0.207: 1 Section used for this span W8x21 Section used for this span W8x21 Ma: Applied 28.452k-ft Va Applied 8.586 k Mn I Omega: Allowable 50.898 k-fl VnlOmega : Allowable - 41.40 k Load Combination 40+141 Load Combination 404L+H Location of maximum on span 4.000ft Location of maximum on span - 4.000 ft Span # where maximum occurs Span #1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.206 in Ratio = 466 >=360 Max Upward Transient Deflection -0.027 in Ratio = 6,615 >=360 Max Downward Total Deflection 0.245 in Ratio = 391 '=240 Max Upward Total Deflection -0.029 in Ratio = 6118 >=240 Overall MaximLrn Defléètions Load Combination Span Max. '-' Dell Location in Span Load Combination Max. *+F Dell Location in Span 404.4H 1 0.2453 0.000 0.0000 0.000 404.1+1 2 0.0694 9.794 +0+L+H -0.0289 1.888 Vertical Reactions' - * .. Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 15.947 3.503 Overall MiNimum 1.911 0.472 +041 3.185 0.786 4D414H 15.947 3.503 -.04.r4H 3.185 0.786 401841 3.185 0.786 '040.750Lr40.750L-.H 12.757 2.824 4040.750L40.750S4H 12.757 2.824 4040.60W4H 3.185 0.786 4040.70E+H 3.185 0.786 4040.75OLr40.750L40.450W4H 12.757 2.824 Q-- 5 71 t'c; QA 2O\- ?(OCo Spencer-Luey. Surveying Land Sürveyàrs • Engineers . 220 Linda Mar Drive Solana Beach, CA 92075 (85S) 7929242 JOB SHEET NO. - OF CALCULATED BY DATE CHECKED BY DATE -- FCitJNU1ONFORMi114ftON" - -4iaivg-- .---.....-- .-.-- -- -.--- .--.--. ..--. --................................-....-..- I . DAM - -- - 5,$-A6- G64 - - --- - ------BR2Oi-83-1.O6 _L - - PiAN2O1-O2-Q7 - - - - I HE C NTWE LOCATION OF THE FOUNDA1ION WIICYIEW -- F&UJOAT1OW1HATCOIIFORMS WiTH 1HEAPPFOVED BUILEfl4OPMJ& - - ........................11 --- AP 1 A: - - DAVE ASHROFT-RC 47 24 I III:IrI 11 iTII I -- -- - - - - - - - - - - £ - -- -- - - -- - I I .I......4..........f..._.:. .L..._........4........ :-- -. - -.-- -..- - -- - _•••_1_•_._i__•• .._._I._.._._I - -- ......_L......------------------------------ - - - - - - - - - - - - -. .1 - - .. - •. _._ - - - - - - -------------------------- - - -. -.- - - - - - - - - - -- -- -- - --- --------------------------- I - - -- - -- - - _..... ...._L..... . ...... . - __. .. ..._ _.. .- .--...-.-..-- - - - --- - - •- -- - r - - -- - - - --- - - -- - - - I € I - ---- __1_ •- - --- - - --- --- -. -€---- - - -- - -- - I I - -- - - - £ - - -- - F - - - - - -- - -- € I - I a £ - I - - -- I -- - - ----------------------------- - - II -- I O. Box 1195 ISO1L P. Lakeside, California 92040 (619) 443-0060 April 8, 2019 11 Ed Mullen Mullen Construction 2890 Pio Pico Carlsbad, California 92008 SUBJECT: File No. 1 127F6-19 FOUNDATION EXCAVATION INSPECTION Proposed Residential Building Site 2153 Alga Road City of Carlsbad Dear Mr. Mullen: In accordance with your request, a representative of our firm has inspected footing excavations for the proposed residential structure. Footing excavations are founded a minimum of 18 inches and 12 inches into competent native ground and to the proper depth and bearing strata per approved plans. If we can be of any further assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, Chin C. Chen RPE C34442 CCC/mlj Of ESSIO _rJNO. C034442 1 '\ .f-1_zi*, alp P.O. Box 1195 13014,TETIflS Lakeside, California 92040 April 8, 2019 (619) 443-0060 Ed Mullen Mullen Construction 2890 Pio Pico Carlsbad, California 92008 SUBJECT: File No. 1127F6-19 FOUNDATION EXCAVATION INSPECTION Proposed Residential Building Site 2153 Alga Road City of Carlsbad Dear Mr. Mullen: In accordance with your request, a representative of our firm has inspected footing excavations for the proposed residential structure. Footing excavations are founded a minimum of 18 inches and 12 inches into competent native ground and to the proper depth and bearing strata per approved plans. If we can be of any further assistance, please do not hesitate to contact our office. This opportunity to be of service is sincerely appreciated. Respectfully submitted, Of F-SSIO CL Chin C. Chen RPE C34442 WC'o coa4442 CCC/mlj UA OF CF EsGil A SAFEbuittCompany DATE: January 15, 2019 U APPLICANT 1JRIS. JURISDICTION: Caflsbad PLAN CHECK #.: CBR2018-3106 SET: II PROJECT ADDRESS: 2155 Alga Road PROJECT NAME: Detached ADU for Ken Kaufman The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 11 The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the checklist has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted Mail Telephone El REMARKS: bY9) Fax P'rson Telephone #: Email: By: Abe Doliente Enclosures: EsGil 1/10/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil A SAFEbuiltCompany DATE: November 19, 2018 JURISDICTION: Carlsbad PLAN CHECK #.: CBR2018-3 106 SET: I PROJECT ADDRESS: 2155 Alga Road PROJECT NAME: Detached ADU for Ken Kaufman U APPLICANT U JURIS. El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. U The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Bart M. Smith, Architect El EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Bart M Smith ITheneFa In on (bp) S. By: Abe Doliente EsGil 11/13/18 Telephone #: 760-753-2464 Email: b.smith@dznpartners.com Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR20 18-3106 November 19, 2018 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: CBR2018-3 106 JURISDICTION: Carlsbad PROJECT ADDRESS: 2155 Alga Road FLOOR AREA: ADU - 640 SF STORIES: 1 HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: November 19, 2018 DATE PLANS'RECEIVED BY ESGIL CORPORATION: 11/13/18 PLAN REVIEWER: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBR2018-3106 November 19, 2018 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBR2018-3 106 PREPARED BY: Abe Doliente DATE: November 19, 2018 BUILDING ADDRESS: 2155 Alga Road BUILDING OCCUPANCY: R3 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) ADU 640 141.76 90,726 Air Conditioning 640 5.39 3,450 Fire Sprinklers TOTAL VALUE 94,176 Jurisdiction Code 1cb IBY Ordinance 1997 UBC Building Permit Fee v 1997 UBC Plan Check Fee v Type of Review: 91 Complete Review o Structural Only Repetitive Fee . Repeats Other Hourly __Hr. © * EsGil Fee $366.27 Comments: Sheet 1 of 1 PCSD Engineering Corp -, 3529 Coastview Court / Carlsbad, CA 92010 Ph: 760-207-1885 ?.iiL ste.ScH 5i Djo Structural Design Calculations Accessory Dwelling Unit Client Ken Kaufman 2153 Alga Road Carlsbad, CA 92009 Project Kaufman Residence 2153 Alga Road ,2 009 co 0571e2 UJ cc o- Ci Paul &itéon RCE C57182, exp. 12/31/19 CBR20 184106 2155 ALGA RD KAUFMAN 640 SF ADU October 10 PCSD File #: 2152205600 11/9/2018 CBR20183106 Paul Christenson San Diego Engineering 3529 Coastview Ct - Carlsbad, CA 92010 Telephone (760) 207-1885 - Email: paul.pcsd@gmail.com 1.0 Design Criteria: Kaufman Residence 18-391 Code: 2016 California Building Code - ASCE 7-10 Timber: Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 of Posts & Beams: DF-L #1 Is Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Cantilevers: Grade 24F-V8 (DF/DF) Sheathing: Mm. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood i-Joists: TIJ1 110,210,230,360,560 iCC ESR-1 153 LVL, PSL 1.9E Microllam, 2.OE Parallam ICBO ER4979 Concrete: Compressive Strength @ 28 days per ASTM C39-96: Footings: f'c = 2500 psi Grade Beams: f'c = 3000 psi Concrete Block: Grade N-I per ASTM C90-95, f'm = 1500 psi per ASTM E447-92 Mortar: Type S Mortar Cement per ASTM C270-95, Mm. fm = 1800 psi @ 28 days. Grout: Coarse Grout wl 3/8" Max. Aggregate per ASTM C476-91, Min. f'm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: ASTM A615-60 (Fy = 60 ksi) #3 & Smaller: ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi Plates, Angles, Channels 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 A615-60 Rebar: E90 Series Bolts: Sill Plate Anchor Botis & Threaded Rods: A307 Quality Minimum Steel Moment & Braced Frames: A325 (Bearing, U.N.O.) Soils: 1500 psf Bearing Pressure References: ${ufVi~enow,;raw Avro OF elf 3529 Coastview Ct - Carlsbad, CA 92010 - tmaii: JOB 18-391 SHEET NO OF________ CALCULATED BY PSC DATE10/10/18 CHECKBY DATE SCALE 2.0 LOAD LIST 2.1 Roof (Vaulted) Roofing 6.0 psf 15/32" Sheathing 2.0 psf Roof Framing 2.8 psf 5/8" Gyp. Bd. 2.8 psf Insulation and Misc. 1.4 psf DL 15.0 psf ILL = 20.0 psf Total Load = 35.0 psf 2.2 Roof (w/ ceiling) Roofing 5.0 psf 15/32" Sheathing 2.0 psf Roof Framing 2.8 psf C Insulation and Misc. 1.2 psf ZDL = 11.0 psf LL = 20.0 psf Total Load = 31.0 psf 2.3 Ceiling Ceiling Joists 1.3 psf 5/8" Gyp. Bd. 2.8 psf Insulation and Misc. 1.9 psf DL = 6.0 psf LL = 10.0 psf Total Load = 16.0 psf 2.4 Walls Exterior Wall Interior Wall 7/8" Stucco 15/32" Sheathing 2x4 Studs @ 16" o.c. 5/8" Gypsum Bd. Misc. 9.0 psf 1.5 psf 1.1 psf 2.8 psf 0.6 psf DL 15.0 psf 1/2" Gyp. Bd. (2 Sides) 2x4 Studs @ 16" o.c. Misc. 4.6 psf 1.1 psf 2.3 psf ZDL 8.0 psf SMS = FaSs SMS = 1.135 SDS = (2/3) SMS (11.4-3) S0s= 0.757 Cs SDS (R/!) Cs= 0.116 USE: V= CSWDL Equation 12.8-1 Applies T. = C * (h5)°" = 0.129 Ta <(0.8)Ts, OK Ts = SDI/SDS 0.431 k= 1.0 Ta<0.5 S1<075 (11.6 ASCE 7-05) S1 >0.04 (11.4.1 ASCE 7-05) Ss > 0.15 USGS APPLICATION S= 1.051 S1 = 0.406 Fa= 1.08 F5= 1.59 R= 6.5 1= 1.00 h0 = 12.00 Occupancy Category: 2 Site Class: D SEISMIC DESIGN CATEGORY Aeaot'a laa aZ JO £yiáer6f 3529 Coastview Ct - Carlsbad, CA 92010 Telephone (760) 207-1885 - Email: paul.pcsth 2.0 LOAD LIST (CON TI JOB 18-391 SHEET NO OF_________ CALCULATED BY PSC DATE 10/10118 CHECK BY DATE SCALE 2.5 Floor Floor Cover 5.5 psf Sheathing 2.3 psf 2xF.J. 3.1 psf 5/8" Gyp. Bd. 2.8 psf Insulation and Misc. 1.3 psf DL = 15.0 psf LL = 40.0 psf Total Load = 55.0 psf 2.6 Wind Ps = AKzrl*Ps30 (ASCE 7-Equation 6-1) P = 26.6 psf P = 16.0 psf (*06 ASD) 2.7 Seismic WIND PARAMETERS Basic Wind Speed = 110 mph Exposure Cat = B A = 1.00 (fig. 6-3) Ps30= 26.6 psf (fig. 6-3) Kzt = 1.00 (fig. 6-4) 1 = 1.0 (table 11.5-1) V= 0.116 WDL Seismic Design Category: D ASD BASE SHEAR VASO -CSWDL 1.4 V D= 0.083 WDL IIJSGS Design Maps Summary Report User—Specified Input Report Title Kaufman Tue October 9, 2018 14:14:11UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.101080N, 117.259°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/11/III USGS—Provided Output S= 1.051g SMS= 1.134g S= 0.756g S1 = 0.406 g SMI = 0.6489 SDI = 0.4329 Fv.Lsd11 For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. irsj RICER Response Specffiim I.) 0.72 cmh Oi 0.3) 09 Qt) oi I)b I.) (all im 1141 3(I) Pedod T (see) Desn Response Speclnim owl oJo 1i 12 nl:L' I I I I I I I I I I t) O,) Q4() .)d) Qal) Iil 1.51 14' )t) U)) 2Al Period 1' (we.) For PGAM, TL, C, and CR1 values, please view the detailed rep. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. PASSED Ii' 1 F 0 R T E MEMBER REPORT Roof Framing, (RR-1) Rf Joists 1 piece(s) 2 x 12 Douglas Fir-Larch No. 2 @ 16 OC Overall Length: 15' 7" + .t.,s......... .. o ... .-.- :.._._ .-.. 0 I I I I 15' Al locations are measured from the outside face of left support (Or left cantilever end).AIl dimensions are horizontal. Dgn Results Actuel oiacaian MoeWei1 PAN* LOP t.ueeit coieiusamgn (patsuli) Member Reaction (Ibs) 748 @2 1/2' 2231 (3.50") Passed (34%) -- 1.0 0 + 1.0 1(All Spans) Shear (Ibs) 630 @ V2 3/4" 2025 Passed (31%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-Ibs) 2760 @7 9 1/2" 2729 Passed (101%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (In) 0.334 @79 1/2" 0.506 Passed (L/544) -- 1.00 + 1.01(All Spans) Total Load Defi. (In) 0.4010 79 1/2" 0.758 Passed (1/453) -- 1.0 D + 1.0 L (All Spans) Deflection criteria: LL (L/360) and Ti. (11240). Top Edge Bracing (Lu): Top compression edge must be braced at 6' 0/c unless detailed otherwise Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 157" 0/c Unless detailed otherwise. A 15% increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS. • . soft LBlIgth kideçpuuts(Ib0} A.11.0I1e YI AasB.ble Required Deed J Deal I - Stud wall - SPF 3.50" 3.50" 1.50" 125 623 748 Bioctdng 2-Stud wail -SPF 3.50" 3.50" 1.50" 125 623 748 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. Dead NoUue LO.th 0eurde). Opudeg (QiPO) (1.00) Co00e00 - Uniform (PSF) 0 to 15' 7" 16" 12.0 60.0 Roof System : Roof Member Type: Joist Building Use: Residential Building Code: IBC 2015 Design Methodology: AM Member P11th: ojiz SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser eqressly disclaims any other warranties related to the software. use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the o'ie,ali p#D)ect Acces.wjles (Rim 8oard, Blocking Panels and Squash Blocks) are not deslgoad by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evakiated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.conVwoodproductdocument-library. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Paul Christenson PCSD Engneenng (760) 207-1885 Paul pcsdgmai.com Job Not.. 10/15/2018 11,33:02 AM Forte v5.4, Design Engine: W.1.1.3 Kaufman. 4te Page 1 of 1 i F 0 R T E MEMBER REPORT Roof Framing, (RB-I) Eave Bm 1 piece(s) 6 x 12 Douglas Fir-Larch No. 1 Overall Length: 21'3' PASSED 5') + 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Member Reaction (Ibs) 1684 @2" 7734 (2.25") Passed (22016) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 1500 0 1'3" 7168 Passed (21%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 8751 @ 10'7 1/2" 13638 Passed (64%) 1.00 1.0 0 + 1.0 L (All Spans) Uve Load Dell. (In) 0.515 @ 10'7 1/2" 0.523 Passed (L/488) -- 1.0 0 + 1.0 L (All Spans) Total Load Dell. (In) 0.687 0 10'7 1/2" 1.046 Passed (1/366) -- 1.0 D + 1.0 L (All Spans) Deflection criteria: U. (L/480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 21' 1" 0/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' 1" 0/c unless detaIled otherwise. Applicable calculations are based on NDS. TV UXT Column - OF 3•50fl 2.25' 1.50" 424 1275 1699 1114" Rim Board Column - OF 3.50 2.25" 1.50" 424 1275 1699 11/4' Rim Board Rim Board is assumed to carry all loads applied directly above It, bypassing the member being designed. in 0 00 slit Loads"4 'L.eaVcn (sidej -Width (O..9O 1OO)yt" Cameienb 0- Self Weight (PLF) 11/4;1 o•21 1 N/A 16.0 - Uniform (PSF) 0 to 21' 3" (Front) 2' 12.0 600 Residential - Living System: Floor Member Type: Flush Beam Building Use: Residential Building Code : IBC 2015 Design Methodology: ASO SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not Intended to circumvent the need for a design professional as determined by the a shorty havIngJwlsdiciion. The designer of rosd, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestiy standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.convwoodproducWdocument-library. The product application, input design toads, dimensions and support information have been provided by Forte Software Operator brat 10/15/2018 11:42:05 AM ChristensenPaul --- . --'- Forte v5.4, Design Engine: V7.1.1.3 PCSO Engineering Kaufrnan.41e (760) 207-1885 paul.pcsd@gmaii.com Page 1 of 1 1 F 0 R T E 41 MEMBER REPORT Roof Framing, (RB-IA) Eave Bm 1 piece(s) 4 x 12 Douglas Fir-Larch No. 2 Overall Length: 21'3" Design Results Mttail Ot AI1O11Id Rauult IDF laedi Cc—n(Pafteen) Member Reaction (Ibs) 862 @ 2" 4922 (2.25") Passed (18%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 770 @ 1' 2 3/4" 4725 Passed (16%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 4483 @ 10'7 1/2" 6091 Passed (74%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Deft. (In) 0.389 @10,7 1/2" 0.523 Passed (11645) -- 1.00 + 1.0 L(All Spans) Total Load Deft. (in) 0.531 @ 10'7 1/2' 1.046 Passed (11472) -- 1.00 + 1.0 L(AlI Spans) - Deflection criteria: LL (1./480) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 21' 1" 0/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' 1' 0/c unless deleted otherwise. Applicable calculations are based on NOS. SUPPOth soft Leaith in* taSiçpoltsme) ACCONNIN Tetat AvaBlabta Re*&W Dd T" 1 - Column- Of 3.50" 2.25" 1.50" 232 638 870 11/4" Rim Board 2-Column - OF 3.50" 2.25" 1.50" 232 638 870 11/4" Rim Board Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. ?dbistary Deed Ftaov uee LOads L"000 (we) Wtdth (DJO) (SOD) commom 0-Self Weight (PLF) 11/4 0,211 1 N/A 10.0 - Uniform (PSF) Ole 21'3" (Front) 1' 12.0 60.0 Residential - Living Areas SUSTAINABLE FORESNY INmAnvE PASSED '1 System : Floor Member Type : Flush Beam Building Use: Residential Building Code : IBC 2015 Design Methodology: *50 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jwlsdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or We in accordance with applicable ASIN standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.wayerhaeuser.corrwoodproducts/document-library. The product application, input design loads, dimensions and support information have been prodded by Forte Software Operator Forte Software Operator f Job Notes 1 Zul Christenson SD Engineering (760)207-1885 pauI.pcsdgmail.com 10/15/2018 11:44:01 AM Forte v5.4. Design Engine: V7.1.1.3 Kaufman.4te Page 1 of 1 i F 0 R T E MEMBER REPORT Roof Freming, (RB-2) Eave Bm 1 piece(s) 6 x 12 Douglas Fir-Larch No. 1 1! Overall Length: 26 2 1/2" + 0 + 0 f—r 1'{ PH EI 9 (1 All locations are measured from the outside face of left support (or left cantilever end).Aii dimensions are horizontal. '1Z mm Member Reaction (Ibs) 3288 @22 3/4" 12031 (3.50") Passed (27%) -- 1.0 D + 1.0 L (AdJ Spans) Shear (ibs) 1967 @ 23' 2" 7168 Passed (27%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) -7446 © 22' 3/4" 13638 Passed (55%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Dell. (In) 0.243 @26' 2 1/2' 0.276 Passed (21/410) -- 1.0 D + 1.0 L (Alt Spans) Total Load Dell. (In) 0.276 @ 26' 2 1/2' 0.415 1 Passed (21/360) 1 -- 1.0 D + 1.0 L (Alt Spans) Deflection criteria: U. (1/360) and TL (1/240). Overhang deflection crIteria: LL (211360) and 71(21/240). Top Edge Bracing (Lu): Top compression edge must be braced at 26' 3" o/c unless detailed otherwise. Bottom Edge Bracing (Lii): Bottom compression edge must be braced at 26' 3" 0/c unless detailed otherwise. Applicable calculations are based on NDS. 'is " Od i uarIesJJv ., ;AvaUb 4-Requlie - Column -OF 3.50" 3.50" I.SVI 283 1753/- 2036/-182 Blocking Stud wall - SPF 30" 3.50" 1.50" 184 10127/- it 12111-1184 None Column - OF 3.50" 3.50" 1.50" 697 2590 3287 1 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the lull load IS applied to me member being cesignoo. 0- Self Weight (PLF) 0 to26'2 112" N/A 16.0 1 - Uniform (PSF) 0tci221/2 1' 12.0 60.0 Residential - Using Areas 2-Point (lb) 2"(Front) N/A 147 733 3-Point (lb) 26'(Front) N/A 283 1416 System : Floor Member Type: Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD SUSTAINABLE roelsim' INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdain any other warranties related to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.convwoodproducts/document-library. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator 10/15/2018 11:48:07 AM Paul Christenson Forte v5.4, Design Engine: W.1.1.3 PCSD Engineering Kaufman.4te (760)207.1885 paul.pcsd@gmaii.cOm Page 1 of 1 I F 0 R T E " MEMBER REPORT Roof Fvamfr7g, (RB-3) OutriggerBm 1 piece(s) 7" x 14" 2.OE Parallam® PSL Overall Length: 19'5" PASSED sy, 0 + 0 [] I] All locations are measured from the outside face of left support (or left cantilever end).Ail dimensions are horizontal. f.&ivc Member Reaction (Ibs) 13159 @ 3' 11 3/4" 15313 (3.50") Passed (86%) -- 1.0 D + 1.0 L (All Spans) Shear (ibs) 5924 @ 5' 3 1/2" 18947 Passed (31%) 1.00 1.0 D + 1.0 1(All Spans) Moment (Ft-lbs) 19806 @ 11' 119/16" 54324 Passed (36%) 1.00 1.0 D + 1.0 1 (Alt Spans) Uve Load Deft. (In) 0.212 @ 0 0.265 Passed (211450) -- 1.0 D + 1.0 L (Alt Spans) Total Load Dell. (In) 0.218 @0 0.398 Passed (21/438) -- 1.0 D + 1.0 L(Alt Spans) Deflection criteria: U. (11360) and TI (11240). Overhang deflection criteria: U. (211360) and TI (211240). Top Edge Bracing (Lu): Top compression edge must be braced at IT 5 a/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 195" a/c unless detailed otherwise. Member should be side-loaded from both sides of the member to prevent rotation. RINI 1 - Column - OF 3.50' 3.50 3.01' 2885 10274 13159 Blocking 2- Column - OF 3.50' 3.50 1.50' 1035 45211- 947 1 5560/-947 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full toad is applied to the member being designed. 30 ds on'fsi Wldth - ôOO)s) j (1.OÔ) amieks V 0 - Self Weight (PIF) 0 to IT 5' N/A 30.7 1 -Uniform (PSF) 0 to 19' 5' (Front) 91 9, 14.0 60.0 Residential - uving 2-Point (lb) 2' (Front) N/A 697 2590 System : Floor Member Type: Flush Beam Building Use: Residential Building Code: IBC 2015 Design Methodology: ASD SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser erq,ressly disclaims any other warranties related to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable Ibrestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For Current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document.11brary. The product application, Input design leads, dimensions and support Information have been provided by Forte Software Operator - - - - - Paul Christenson PCSD Engineering (760) 207-1885 peul.pcsd@gmail.com '1;:Job:NOS :Z: '. ••:. ...... 10/16/2018 2:35:42 PM Forte v5.4, Design Engine: V71.1.3 Kaufman.41e Page 1 of 1 i F 0 R T E ' MEMBER REPORT Roof Framing. (RB-4) Outrigger 8m 1 piece(s) 7" x 117/8" 2.0E Parallam® PSL Overall Length: 19' 5" PASSED 1/ 0 Ir [] II All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. Member Reaction (ibs) 10658 @3' 113/4" 15313 (350") Passed (70%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 5592 © 51 3/8' 16071 Passed (35%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 20983 @ 11,9 7/16' 39805 Passed (53%) 1.00 1.0 D + 1.0 L (Alt Spans) Uve Load Defi. (In) 0.393 @ 11' 7 3/8' 0.509 Passed (1/456) -• 1.0 D + 1.0 L (Alt Spans) Total Load Defi. (In) 0.477 @ 11' 8 1/16" 1 0.764 1 Passed (1/384) -- 1.0 D + 1.0 L (Alt Spans) Deflection criteria: U. (11360) and TI. (L/240). Overhang deflection criteria: U. (2IJ360) and TI. (21./240). Top Edge Bracing (Lu): Top compression edge must be braced at 19' 5" 0/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19'5" 0/c unless detailed otherwise. Upward deflection on left cantilever exceeds overhang deflection criteria. Member should be side-loaded from both sides of the member to prevent rotation. Column - DF 3.50" 3.50" 2.44' 2216 8442 10658 Blocking Column - DF 3.50" 3.50" 1.50" 1146 5749/-562 Blocking Blocking Panels are assumed to carry no loads applied directly above (tram and the lull load Is applied to Inc member being designed. INS- biy t,ead r. tecçUra 0- Sell Weight (PLF) 0 to 19' 5" N/A 26.0 1 - Uniform (PSF) 0 to 19'S" (Front) 910" 14.0 60.0 Residential - Using Areas 2- Point (lb) 2 (Front) N/A 184 1027 System: Floor Member Type: Flush Beam Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD SUSTAINABLE FORES1RY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestty standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.corn/woodpsoductdocument-library. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator Paul Christenson PCSO Engineering (760) 207-1885 paul.pcsd@gmail.com 10/16/2018 2:37:30 PM Forte v5.4, Design Engine: V7.1.1.3 Kaufman.4te Page 1 of 1 i F 0 R T E MEMBER REPORT Roof Framing, (RB-5) OutriggerBm 1. piece(s) 5 1/4" x 117/8" 2OE Parallam® PSL Overall Length: 19'5" PASSED I of + 0 0 II I ii 310" 15' I1 (j Al locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. 00gn*10u1 ?mmiøLemsion .Afled eesi4t.Lw Member Reaction (Ibs) 5474 @3' 113/4" 11484 (3.50") Passed (48%) -- 1.0 D + 1.0 1(All Spans) Shear (Ibs) 2723 @ 2' 10 1/8" 12053 Passed (23%) 1.00 1.0 D + 1.0 L (All Spans) Moment (R-ibs) -9674 @3' 113/4" 29854 Passed (32%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Deft. (in) 0.256 @0 0.265 Passed (211374) -- 1.0 D + 1.0 L (Alt Spans) Total Load Dell. (In) 1 0.26200 1 0.398 1 Passed (211364) I -- 1.0 D + 1.0 L (Alt Spans) 'Deflection criteria: IL (1/360) and TI (L/240). Overhang deflection criteria: U. (21/360) and IL (2L/240). 'Top Edge Bracing (lu): Top compression edge must be braced at 14Y 5" 0/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 19'S" 0/c unless detailed otherwise. -. Supots eIaI1agL.fl* tstoSçporb(lb.) cuIod TOM M1ISbIS aqutrsd DMd TcI 1-Column - Of 3.50" 3.50" 1.67" 1100 4375 5475 Blocking 2- Column - OF 3.50' 3.50" 1.50" 377 1781/-531 Blocking Blocking Panels are assumed to carry no toads applied directly above them and the full load Is applied to the member being designed. Loads (lid.) ThbI WIdth 0d (0.10) (LOO) Commsnt* 0- Self Weight (PLF) 0 to 19' 5" N/A 19.5 - Uniform (PSF) 0 to 19'S" (Front) 3' 14.0 60.0 Residential - living Areas 2-Point (lb) 2" (Front) N/A 283 1753 Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weaeuser egressIy disclaims any other wananhles relabel to the software. Use of this software Is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is ompaBble with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable Ibrestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.conVwoodproducts/document-ilbrary. The product application, Input design loads, dimensions and support Information have been provided by Forte Software Operator System : Floor Member TWe: Flush Beam Building Use : Residential Building Code: IBC 2015 Design Methodology: ASD SUSTAINABLE FORESTRY INITIATM I Forte Software Operator I Job Notes Paul Christenson PCSD Engtneonng 1760j 207-1885 paulpcsd@gmaii.com 10/16/2018 2:39:45 PM Forte v5.4. Design Engine. V7.1.1.3 Kaufman.41e Page 1 of 1 iF 0 R T E MEMBER REPORT Roof Framing, (RB-6) RfBm 1 piece(s) 5 1/4" x 111/4" 2OE Parallam® PSL Overall Length: 12'3" PASSED 1I I/ 0 All locations are measured from the outside face of left support (or left cantilever end).AIi dimensions are horizontal. Member Reaction (Ibs) 5012 @ 2" 7383 (2.25") Passed (68%) -- 1.0 D + 1.0 L (All Spans) Shear (Ibs) 4076 @ 1' 2 3/4" 11419 Passed (36%) 1.00 1.0 D + 1.0 L (All Spans) Moment (R-ibs) 14777 @6' 11/2" 26955 Passed (55%) 1.00 1.0 D + 1.0 L (All Spans) Uve Load Defi. (in) 0.263 @6' 11/2" 0.298 Passed (11543) -- 1.0 D + 1.0 L (All Spans) Total Load Defi. (in) 0.332 @6 1 1/2" 0.596 I Passed (1./431) 1 -• 1.0 D + 1.0 1(All Spans) Deflection criteria: IL (1/480) and TL (11240). Top Edge Bracing (Lu): Top compression edge must be braced at 12' 1" 0/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 1" o/c unless detailed otherwise. Ck 1 - Column - DF 3.50 2.25" 1.53" 1054 4043 5097 1 2/4" Rim Board 2- Column - DF 3.50" 2.25' 1.53' 1054 4043 5097 11/4" Rim Board Rim Board Is assumed to carry all loads applied directly above It bypassing the member being designed. Iads Sioej wri :, %aok i oo 0- Self Weight (PLF) 11/4" to 12' 1 N/A 18.5 1 - Uniform (PSF) 0 to 12' 3" (Front) 11' 14.0 60 - Residential- Using Amps System : Floor Member Type : Flush Beam Building Use: Residential Building Code: I8C 2015 Design Methodology : ASD SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e,qressly disclaims any other warranties related to the software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this sofbvare Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable foresby standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Paul Christenson PCSD Engineering (760) 207-1885 paul.pcsd@gmsil.com 10/16/2018 2:46:18 PM Forte v5.4, Design Engine: V7.1.1.3 Kaufman. 41e Page 1 of 1 F 0 R T E MEMBER REPORT Roof Framing, (RB-7) HdrBm 1 piece(s) 6 x 10 Douglas Fir-Larch No. 2 Overall Length: 8'7" PASSED It + 0 - 'I- EiJ EI All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. Member Reaction (Ibs) 2675 @ 2' 12031 (3.50") Passed (22%) -- 1.0 0 + 1.0 1(All Spans) Shear (Ibs) 2000 @1' 1" 5922 Passed (34%) 1.00 1.00 + 1.0 L(All Spans) Moment (Ft-lbs) 5302 @4' 3 1/2" 6032 Passed (88%) 1.00 1.0 0 + 1.0 L (All Spans) Uve Load Defi. (In) 0.097 @4' 3 1/2" 0.275 Passed (11999+) -- 1.0 D + 1.0 1(All Spans) Total Load Defi. (In) 0.127 @4' 3 1/2" 0.412 1 Passed (1./779) -- 1.0 0 + 1.0 1(All Spans) Deflection criteria: LI. (11360) and 11(11240). Top Edge Bracing (Lu): Top compression edge must be braced at 8' 7" 0/c Unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 7" 0/c unless detailed otherwise. Applicable calculations are based on NDS. g. I Avaliabte' Rid.. 4' ;Tetat , 1 Column - OF 3.50" 3.50" 1.50' 636 2039 2675 BlockIng 2- Column - OF 3.50" 3.50' 1.50" 636 2039 2675 Bloddng . BlockIng Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. '/- -•. .. 25 . 11121 OWN' Loads Uae(Slde) WIdth YIO90) (1OO) Jj Ccinmenb. 0- Self Weight (PIF) 0 to 8' 7" N/A .:.. 13.2 - Uniform (PLF) 0 to 8'7" (Front) N/A 135.0 475.0 Residential - Living - Areas System: Floor Member Type: Drop Beam Building Use: Residential Building Code : IBC 2015 Design Methodology: ASD SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser erpressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having Jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASIM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.conVwoodproductdocument-library. The product application, input design loads, dimensions and support Information have been provided by Forte Software Operator Paul Christenson PCSO Engineering (760) 207.1885 paul.pcsd@gmail.com .. 10/16/2018 2:49:13 PM Forte v5.4, Design Engine: V7.1.1.3 Kaufman.41e Page 1 of 1 vJt,Jw7 eaw Arbro 3529 Coastview Ct - Carlsbad, CA 92010 MM UM - mail: JOB 18-391 SHEET NO OF________ CALCULATED BY /_PSC DATE 10/10/18 CHECK BY DATE SCALE 5.0 Lateral Design & Analysis Wind: P = A Kzt I PS30 (ASCE7. Equation I) Seismic: V = CSWDL (IBC Equation 12.84) A = 1.00 (f-t) . S5= 1.051 S1 = 0.406 KZt = 1.0 (hg, 64) F8 1.1 F,,= 1.6 Ps30 = 26.6 psf (i& 6-3) R = 6.50 I = 1.00 I = 1.0 (table 11.5.1) V = 0.083 * Wt * p (p - Redundancy) 1st Story 2nd Story not satisfied satisfied satisfied satisfied 1 1- P = 16.0 psf Criteria Each Story Resists> 35% Base Shear Wind Loads Any Shear Wall wl (hl1)>1.0 is < 33% Story Force: P = 16.0 psfx Trib Area . p = Roof Level Direction: N/S = 16.0 psf x 165 sq. ft.= 2633 lbs. Direction: E / W = 16.0 psf x 126 sq. ft.= 2011 lbs. Roof Weight Roof Wt. = 15.0 psf x 875 sq. ft. = Exterior Wall Wt = 15.0 psf x 342 sq. ft. = Interior Wall Wt = 8.0 psf x 292 sq. ft. = Ceiling Wt = 3.0 psf x 636 sq. ft. = Total Trib. WR = 13125 lbs. 5130 lbs. 2336 lbs. 1908 lbs. 22499 lbs. Total Seismic Dead Load: Wt = 22499 lbs. ASD Base Shear: V = 0.083 * Wt = 1871 lbs. JOB 18-391 SHEET NO %'j OF_________ CALCULATED BY PSC DATE 10/10/18 CHECK BY DATE Pa.d ,. D&.e 3529 Coastview Ct - Carlsbad, CA 92010 SCALE Telephone (760) 207-1885 - Email: paul.pcsdgmaiI.com 5.1 Lateral Desi2n & Analysis - 2nd Story Shear Walls ::r :1:t'::...::i:: 2L IL— r :'EL THIF. EI1 . ..__. .....34...... 1--- — :j (f rI.. :i iEtr4etE, :j:f Lf 14::1 frL. f fr —H — f±t-f --•f±f-4±4- t+h '--1-f -H'fH H-f-- i-1-HH-i-H-HH' —i--- -----;..i. i; ny ri--I t 4. h N/S E/W Gridline Length of Shearwalls Total Wall Ht. Type Gridline Leng of Shearwalls Total Wall HI. Type 5T 8 B A ii iT 8 S 2 13 110 8 S B iT 8 c 0.0 C 13 13 8 S -------I. — — — - - - 0.0 FAlSE - - - - - - # /0! - - - - - 0.0 F4SE - - - - - - 0 #D /0! 0.0 FAE 0 #DI /0! 0.0 FPSE 0 #DI /01 0.0 FAiSE 0 #DI /0! JOB 18-391 SHEET NO OF_________ CALCULATED BY PSC DATE 10/10/18 CHECK BY DATE SCALE f{rfVsteJvoDa Go 3529 Coastview Ct - Carlsbad, CA 92010 ieiepnone ((bU) ui-i - tmait: paui.pcsargmau.com 5.1 Lateral.Desi2n & Analysis (cont.) Gridline (1') , 50 % ( 2633 x 0.50 = 1317 #) 1317 lbs. V = 4.5 ft. = 293 plf: 7.49 I.t OTF = 2341 lbs. Gridline (7) 50 % ( 2633 x 0.50 = 1317 #) V = 13 It. = 101 pit OTF = 810.3 lbs. Qs.uL &Ctw.vLL2.oI $i'ri IINV I 140P .. HDU2 1! JOB 18-391 SHEET NO H, OF_________ CALCULATED BY PSC DATE 10/10/18 CHECK BY DATE SCALE 1QYg4O (*rM 3529 Coastview Ct Carlsbad CA 92010 pp.ug tg,JQ,$ 5,.*pit" U7-1b - maii: 5.1 Lateral Design & Analysis (cont.) Gridline () 21 % ( 2011 x 0.21 = 422 #) 422 tbs. V 11 ft. = 38 plf OTF = 307.1 tbs. Gridline (i') 29 % ( 2011 x 0.29 = 583 #) 583 tbs. V = 1.25 ft. = 467 plf OTF = 3732 !bs. Grklllne (?) 50 % ( 2011 x 0.50 = 1005 #) 1005 tbs. V 13 ft. = 77 plf OTF = 619 tbs. cU. CIt4V (tl.134 1''I"$ i4or 34 A IDU2 A SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com Job Name: Kaufman Wall Name: Wall Line B Application: Garage Front Design Criteria: * 2015 International Bldg Code * Wind * 2500 psi concrete * ASD Design Shear = 583 lbs * Shearwall Height = 7' with header on top of Strong-Wall Selected Strong-Wall® Panel Solution: End Total Axial I Actual Model Type W H I Sill Anchor Load Uplift SL _J Alb WSW12x7 Wood 12 1 78 3.5 N/A 2 - 7/8" 3000 4142 lb Actual Shear & Drift Distribution: I Model Shear Shear Allow Drift I Limit (Ibs) (lbs) Shear (in) (in) .0.4 !_!LLL Notes: Strong-Wall Wood Shearwalls have been evaluated to the 2015 IBC/IRC. See www.strongtie.com for additional design and installation information. Anchor templates are recommended for proper anchor bolt placement, and are required in some jurisdictions. Check that wall height "H plus curb height (above slab) will attain overall rough header opening height (top of driveway slab to bottom of header). The applied vertical load shall be a concentric point load or a uniformly distributed load not exceeding the allowable vertical load. Alternatively, the load may be applied anywhere along the width of the panel if imposed by a continuous bearing vertical load transfer element such as a rimboard or beam. For eccentric axial loads applied directly to the panel, the allowable vertical load shall be divided by two. Panels may be trimmed to a minimum height of 74 1/2". 2 ply headers may be used with Strong-Wall Wood Shearwalls. Minimum 9 1/4 inch deep nominal header is required with header desi by others. Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong-Tie Company Inc. at 1-800-999-5099. Page 1 SIMPSON STRONG-TIE COMPANY INC. j I ii'i i 11 (800) 999-5099 5956 W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com __- Job Name: Kaufman Wall Name: Wall Line B Application: Garage Front Design Criteria: * Slab on grade - Garage curb * 2015 International Bldg Code * Wind * 2500 psi concrete Anchor Solution Details: Curb Installation WSW-AS, . 6" MinimUm curb/stemwall + 2W Shear reinforcement -Z per detail when required 777 Footing Plan Anchor Solution Assuming Cracked Concrete Design: Anchor Solution Assuming Uncracked Concrete Design: Model W de S Anchor Bolt I Strength Model W de S Anchor Bolt Strengtl WSW12x7 14 6 8.1251 WSW-AB7/8 1 Standard WSW12x7 12 6 8.125 WSW-AB7/8 Standar Notes: Anchorage designs conform to ACI 318-14 and 318-11 Appendix D with no supplementary reinforcement for cracked and uncracked concrete as noted. Anchorage strength indicates required grade of anchor bolt. Standard (ASTM F1554 grade 36) or High Strength (HS)(ASTM A449). Wind includes Seismic Design Category A and B and detached I and 2 family dwellings in SDC C. 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 1 8 11/ SIMPSON STRONG-TIE COMPANY INC. (800) 999-5099 5956W. Las Positas Blvd., Pleasanton, CA 94588. www.strongtie.com I, MIN 4" NUN { 53 TIE. GRADE SO GRADEGO REBAR (MINI REBAR IMIPI) FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. \ VARIES WITHBOLT SPACING, ANCHOR BOLT ANCHOR BOLT HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT ANCI4OR.BOLT ANCHOR BOLT #3HAIRRM3 TIE SBSLAR). 03 HAIRPIN (*3 71E SIMILARJ. SEE. ymki FoFt REQUIRED SEE TABLE FOR REQUIRED CLR QUANTITY. l GLR QUANTITY. r 4 - REGISTERED DESIGN PROFESSIONAL IS PERMITTED TO MODIFY DETAILS ''... :..:j...\.1. FOR SPECIFIC CONDITIONS. LA HAIRPIN INSTALLATION SECTION A.A IOMAG9 STRONG.W*U.' WOOD SHEARWAUL, NOTES I. SHEAR ANCHORAGE DESIGNS CONFORM TOACI 318.11 AND ACt 316-14 AND ASSUME MINIMUM 2.500 PSI CONCRETE. SHEAR REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE) OR BRACED WALL,PANELAPPLICAIIONS. SEISMIC INDICATES SEISMIC DESIGN.CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. .4. WINO INCLUDES SEISM!C DESIGN CATEGORY A AND BAND DETACHED I AND 2 FAMILY DWELLINGS IN soc C. WHERE NOTED, MINIMUM CURBISTEM WALL WIDTH IS 6.INCI4ES WHEN STANDARD STRENGTH ANCHOR BOLT IS USED. 83 6. USE(1). TIE FOR WSWI2 WHEN PANEL DESIGN SHEAR FORCE EXCEEDSTABULATEOANCHQRAGE ALLOWABLE SHEAR LOAD, #4 GRADE 40 SHEAR REINFORCEMENT MAY BE SUBSTITUTED FOR WSW SHEA5 ANCHORAGE SOLUTIONS. STRONG-WALL, WSW SHEAR ANCHORAGE SCHEDULE AND DETAILS SHEAR ANCHORAGE SEISMIC WIND OR MINIMUM MINIMUM: AD ALLOWABLE SHEAR LOAD. V SHEAR CURB/ SHEAR CURB( RV.) REINFORCEMENT STEMWALL REINFORCEMENT STEMWALL lOIN 5n. WIDTH (In.) MODEL UNCRACKED CRACKED - WSWI2 t0 (1) 03 HAIRPIN 740 SEE NOTE6 6 1.035 WSWIa 15 (1)#3 HAIRPIN (1)03 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES . MAXIMUM ALLOWABLE SHEAR LOAD OF WSW24 19 (2) 03 HAIRPINS 81 • (1) *j HAIRPIN • .6 . THE WSW Page 3 JOB 18-391 SHEET NO 49 OF 4 CALCULATED BY PSC DATE 10/10/18 CHECK BY DATE SCALE FaufZfnfteaJwP 1an vo cor or 3529 Coastview Ct - Carlsbad, CA 92010 leleDhone (7601207-1885 - Email: oaul.pcsd 6.0 FOUNDATION DESIGN 6.1 CONTINUOUS FOOTING w = 1125 pif width = 1125 plf = 0.75 ft (MIN.) => 9 INCHES (MIN.) 1500 psf ASBP = 1500 psf USE 12 "WIDE CONTIN. FTG WI 2- # 4 TOP AND BOTTOM & EMBED. 18 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING -A-H I_ILJI __2(Di6) t Pffl = 1500 * 12 * 48 12 12 'afl 6000 lbs 6.3 PAD DESIGN PAD SIZE P1 24 "SQUARE x I8"THK W/ 3 -# 4 EACH WAY P2 36 "SQUARE x 18 "THK W/ 5 -# 4 EACH WAY LsY.0 'max 1500 * 2 2 max 6000 lbs P.. = 1500 * 32 'max 13500 lbs 4L.~Ity of Carlsbad This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project No. & Name: (A,1&10 l- Ot' K-4 ffimnyl AIX) Plan Check No.: CBR2018-3106 Project Address: 2155 ALGA RD Assessor's Parcel No.: 2152205600 Project Applicant: TRUST KAUFMAN KEN S TRUST 09-22-15 (Owner Name) Residential Square Feet: RcEIv New/Additions: JA N252019 Second Dwelling Unit: 640 1361i ARLS&;kD cir 0 Commercial Square Feet: 0/1VG New/Additions: City Certificatiorl:Citv of Carlsbad Building Division Date: 11/09/2018 Certification of Applicant/Owners. The person executing this declaration ('Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. 107 Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 AN Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 FON San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) FEW Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. I Signature of Authorized School District Official: Title Date: Name of School District: 5. 449e0 L Phone: 7.ec'_2% - Building Division 1635 Faraday Avenue I Carlsbad, CA 92008 1 760-602-2719 1 760-602-8558 fax I building@carlsbadca.gov (-City of Carlsbad Ifl Leucadia Wastewater District Vallecitos Water District 1960 La Costa Ave. 201 Vallecitos de Oro Carlsbad, CA 92009 San Marcos, CA 92069)F("FVED (760) 753-0155 (760) 744-0460 JAN 25 201 The following project has been submitted for building permits: IARLSBAD - rVON Plan Check No.: (2...O - Permit No.: C8R20183106 Property Owner: TRUST KAUFMAN KEN S TRUST 0922-15 Project Address: 2155 ALGA RD Assessor's Parcel No: 2152205600 Project Description: KAUFMAN: 640 SF ADU City Certification: City of Carlsbad Building Division Date: November 09. 2018 Please indicate in the space below that the owner has entered into an agreement to have your agency provide public sewer service to the premises, and/or if the existing service is adequate for this project and all required conditions have been satisfied. Permits will not be issued until this form is completed and returned to our office. This space to be completed by District Personnel I certify the district requirements for sewer service have been satisfied. Approved by: Date: _.t(ipii_.___ Title: FIELD SERVICSPECIALIST Community & Economic Development -Building Division 1635 Faraday Avenue, Carlsbad, CA 92008 7314 1 760 602 2700 1 760-602-8560 f www.carlsbadca.gov (C ity of Carlsbad REQUEST FOR ADDRESSING B-42 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov As part of the development process, each proposed structure or condominium unit will receive an individual address. New developments with two or more structures or condominium units are required to submit a request for addressing to the building division. Building permits cannot be issued without assigned addresses. Allow two weeks for processing of new addresses. Applicant will be notified upon completion. The following items must be submitted to the building division: This application form; Vicinity Map; Copy of approved map (if applicable); Copy of Tentative Assessment Parcel Number Request from County of San Diego; Copy of street name approval from the Planning Division; Site plan including street names, lot numbers, driveway approaches and footprint of structure(s) (full size and 11x17); For multiple unit or multiple building projects, a breakdown of each unit or building, lot and use is required. Provide the information as shown on either Table I or Table 2 of this application as applicable. PROJECT NAME vfcW\ *T)) CT/PROJECT # # OF UNITS ctCc/$Ovy cl-tiv6t 11113 UVl+ APPLICANT NAME (Primary Contact) 13 ar+ M 3rn ftt') 1çY4It 4e c* ADDRESS !82— 2'#1.çI' 'i€Vt CI1Y STATE ZIP EV1 A'V1 I I I-d C6 qw4 PHONE 1to- 15— Z14 7-1 &O 7 53 — ocoo EMAIL k 6mW npar-FnevE. COWL TABLE 1: Multi-Unit Buildings Tentative Assessment Parcel Number Building Floor Unit Use 000-000-000-00 1 1 1 Commercial Retail 000-000-000-00 1 1 2 Residential Condo TABLE 2: Single Family Dwellings or Multiple Commercial/Industrial Buildings Tentative Assessment Parcel Number Lot Unit Use 000-000-000-00 1 1 Single Family Dwelling 000-000-000-00 1 2 Second Dwelling Unit Page 2 of 2 Rev. 05/16 DETERMINATION OF Development Services F of PROJECT'S SWPPP Land Development Engineering TIER LEVEL AND CONSTRUCTION 1635 Faraday Avenue 760-602-2750 Carlsbad THREAT LEVEL E-32 I'm applying for: D Grading Permit 3KBuilding Permit 0 Right-of-way permit D Other Project Name:14VfW1tfl'\ AjX) Project ID: DWG #ICB# Address:2.I53 APN '2..lS-ZZO SL—Disturbed Area: (ô4OF Ac Section 1: Determination of Project's SWPPP Tier Level SWPPP (Check applicable criteria and circle the corresponding SWPPP Tier Level, then go to section 2) Tier Level Exempt - No Threat Proiect Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Tablel, section 3.2.2 of Storm Water Standards, the low..ng.perm .s .are Pt from ?.P.P requ..m..... . Exempt > Electrical > Patio , Mobile Home I Plumbing I > Spa (Factory-Made) > Fire Sprinkler > Mechanical Re-Roofing > Sign > Roof-Mounted Solar Array Tier 3- Significant Threat Assessment Criteria - (See Construction General Permit (CGP) Section l.B)* My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, 1 My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface or, U My Project is associated with construction activity related to residential, commercial, or industrial Tier 3 development on lands currently used for agriculture; or U My project is associated with construction activity associated with Linear Underground/overhead Projects (LUP) including but not limited to those activities necessary for installation of underground and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limited to underground utility mark out, potholing, concrete and asphalt cuffing and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or replacement, stockpile/borrow locations. U Other per CGP Tier 2- Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following criteria: U Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, U Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: Tier 2 located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through Apr. 30). Tier 1- Low Threat Assessment Criteria 'p.. My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: Tier 1 results in some soil disturbance; and/or includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material _stockpiling, _vehicle _fueling, _waste _stockpiling) * Items listed are excerpt from CGP. CGP governs criteria for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 Rev. 2/16/16 SWPPP Section 2: Determination of Project's Construction Threat Level Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction Level the corresponding Construction Threat Level, then complete the Threat Level signature block below) Exempt - Not Applicable - Exempt Tier 3 - High Construction Threat Assessment Criteria: My Project meets one or more of the following: U Project site is 50 acres or more and grading will occur during the rainy season U Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High U Soil at site is moderately to highly erosive (defined as having a predominance of soils Tier 3 with USDA-N RCS Erosion factors kf greater than or equal to 0.4) U Site slope is 5 to 1 or steeper U Construction is initiated during the rainy season or will extend into the rainy season (Oct. I - April 30). U Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 - Medium Construction Threat Assessment Criteria Medium U All projects not meeting Tier 3 High Construction Threat Assessment Criteriè Tier 2 - High Construction Threat Assessment Criteria: My Proiect meets one or more of the following: U Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA U Soil at site is moderately to highly erosive (defined as having a predominance of soils High with USDA-NRCS Erosion factors kf greater than or equal to 0.4) Tier 2 U Site slope is 5 to I or steeper U Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1- Apr. 30). U Owner/contractor received a Storm Water Notice of Violation within past two years U Site results in 10,000 sq. ft. or more of soil disturbance Tier 2 - Medium Construction Threat Assessment Criteria Medium U My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier I - Medium Construction Threat Assessment Criteria: My Proiect meets one or more of the following: U Owner/contractor received a Storm Water Notice of Violation within past two years Medium U Site results in 500 sq. ft. or more of soil disturbance Tier I U Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1-April 30) Tier 1 - Low Construction Threat Assessment Criteria Low My project does not meet Tier 1 Medium Threat Assessment Criteria listed above I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. Owner/Owner's Authorized Agent Name: Title: ry\ tcvki # of- Owner/Owner's Autho Si ature: Date: 7Agent ~Pp E-32 Page 2 of 2 Rev. 2/16/16 City concurrence: (For City Use Only) Yes No By: Date: Project ID: STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP E-29 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C .2 C .2 C .2 — — C _ .c a, i Best Management Practice* 0 ci 0 E - (BMP) Description - - . — o 0 0 C t 0. ._ - U ' > 0 U C . . 0 0 .0 0 .D0 0 a) U — 0 . '- 0 .9 0 — 0 — 0 a) C = C C a) 0 - Iji — U) -= Cl) a) Cl) .0 C) 2 Li .. C) ... 0 U)> 0 Cl) U) 0 .. U) .E 0 cn 0 0 0 Q 0 0 O a, — > C.) 0 . mcn 0 M — C/) oO U) C.) 0 0 (n 0 0 0 0 C.) CASQA Designation — N 00 0) .— N) * It) CO N Do C'.l N) N T ? 1 '? ? 0 JJJJLLLJJL1JLJLL cc CflC/)U)C/) Construction Activity w W W W C/) U) Cl) U) Cl) Cl) Cl) CI) Z V Grading/Soil Disturbance — — — — — — — — — — — — — — — — - — — Trenching/Excavation V Stockpiling -- — — — — — — — — — — — — — — — — — — — Drilling/Boring -- — - - — — — — — — — — — — — — — - — — Sawcutting -- -- — — — — — — — — — — — — — — — — - Concrete Flatwork — — — — — — — — — — — — — — - — — — — I 'Concrete/Asphalt Paving -- i Conduit/Pipe Installation — — — — — — — — — — — — — — — — — — I/Stucco/Mortar Work -- -- — — — — — — — — — — — — — — — — — — Waste Disposal — Staging/Lay Down Area — — — — — — — — — — - — — — — — — — — — Equipment Maintenance and Fueling -- — — — — — — — - — — — — — — — — — - — — Hazardous Substance Use/Storage Dewatering -- Site Access Across Dirt Other (list): STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER /CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUC110N AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. Instructions: Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 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 ACTIVITIES TO THE MAXIMUM EXTENT PRAC11CABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURA11ON OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. ,cty-- M. S r,i i th, Ayciti cl- OWNE~ERWS , (S) NT NA RINT) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE)I DATE' SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. -BMP's are subject to field inspection- PROJECT INFORMATION Site Address: _2-I 53 Al 061,Roa ci Assessor's Parcel Number: '2.1 5 — 2120 —Sb 'OC Emergency Contact: Name: 1cZ.V1 rccLufliw V1 24 Hour Phone: ltoO (oOl 12.11 Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM LOW E-29 Page 1 of 1 REV 02/16 CL7city.of Carlsbad Print Date: 10/17/2019. Permit No: PREV2019-0021 2155 Alga Rd BLDG-Permit Revision 2152205600 $ 0.00 0 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Work Class: Residential Permit Revisi Status: Closed - Finaled Lot #: . Applied: 01/25/2019 Reference #: Issued: 03/12/2019 Construction Type Permit 10/17/2019 Finaled: Bathrooms: Inspector: Orig. Plan Check #: CBR2018-3106 Final Plan Check #: Inspection: KAUFMAN: ADD PRIVATE SEWER PUMP Applicant: . Owner: DZN PARTNERS TRUST KAUFMAN KEN S TRUST 09-22-15 BARTSMITH 2153 Alga Rd 682 2Nd St CARLSBAD, CA 92009 Encinitas, CA 92024-3560 . . 760-753-2464 FEE . AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE . $131.25 Total Fees: $ 166.25 Total Payments To Date: $ 166.25 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-2700 1760-602-8560 f I www.carlsbadca.gov (City of Carlsbad PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov Original Plan Check NumberG 2oi -311)(n Plan Revision Number ?RVOI? -C-al Project Address '23 Aka General Scope of Revision/Deferred Submittal: rQ. S&Ai')( puwW $4-a-hbvi -In EX\/& cLe.472CA&P (1 71YO. CONTACT INFORMATION: Namef31a4 L4 IAi€X Phone 1(00 1 53 Fax Address 2Vid. kv't — CiC\,114-a zip Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Plans El Calculations El Soils El Energy E] Other 2. Describe revisions in detail 3. List page(s) where each revision is shown MPAAJ 1tkVt1OtV9 eO o(1) V)PAM 10 i'\Ja4e.. p1V2v F ew,r 7lA $ p -H-t c1"-e covv &cid- respri .1y Y'tt',y dM-r2 i 1. Does this revision, in any way, alter the exterior of the project?' El Yes Does this revision add ANY new floor area(s)? El Yes kNo Does this revision affect any fire related issues? El Yes No Is this a complete set? El Yes,No OW f (,AJC(S cE4ec4.4. Si Date OL 1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 760-602- 2719 Fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov EsGil A SAFEbullf Company DATE: February 6, 2019 JURISDICTION: (Carlsbad. PLAN CHECK #.: CBR2018-3 106 Rev (PREV2019-0021) PROJECT ADDRESS: 2153 Alga Rd PROJECT NAME: Private Sewer for Kaufman ADU U APPLICANT URIS. SET:I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficienbies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy, of thd check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. E EsGil staff did advise the applicant that the plan check has been completed. Person contacted: - Telephone #: Date contacted: Email: Mail Telephone Fax In Person LI REMARKS: By: Abe Doliente Enclosures: Original set of approved plans. EsGil 1/29/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR2018-3106 Rev (PREV2019-0021) February 6, 2019 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBR2018-3 106 Rev (PREV2019-0021) PREPARED BY: Abe Doliente DATE: February 6, 2019 BUILDING ADDRESS: 2153 Alga Rd BUILDING OCCUPANCY: R3 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Revision Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb IBy Ordinance I 1997 UBC Building Permit Fee vj 1997 UBC Plan Check Fee Type of Review: o Complete Review Imi M-1m NNMI~~~ Structural Only Repetitive Fee Repeats * Based on hourly rate Other 21 Hourly 1 Hr. @ * EsGil Fee $105.00 I $105.00I Comments: Sheet 1 of 1 plan check comment response BUILDING DEPARTMENT partners DATE : 2019.01-21 REVIEWER : ABE DOLIENTE PROJECT THE CONSTRUCTION OF A NEW PROJECT ADDRESS 2153 ALGA ROAD ONE STORY DETACHED CARLSBAD, CA92009 ACCESSORY DWELLING UNIT. PROJECT# CBR2018-3106 PROJECT CONTACT : BART M. SMITH RESPONSES : BART M. SMITH, ARCHITECT Each correction has been addressed and referenced by the assigned correction number. BUILDING DEPARTMENT REVIEW Changes that have been made to the plans that are not a result of the corrections list are described below. 1. A private sewer pump station has been added to the plans to serve the detached accessory dwelling unit. The plumbing plan indicates the location of the sewer pump station and diagrams the pipes and connections pertaining to the pump. This is found on sheet P1. Additionally, see attached cut sheets for the pump selection. 682 2nd St, Encinitas, CA 92024 1 of 1 760-7532464 40 0 30 60 90 120 150 ISO CAPACITY GALLONS PER MINUTE , I WARRANTY VAGE PUMPS MSKV50 Series Submersibtel/2HP sewage pump with recessed vortex impeller allows pumping o f s t r i n g y material and reduces clogging CAPACITY LITERS PER MINUTE Applications Sewage, high-capacity sump, effluent Capacities Up to 180 GPM (11.3 LPS) Heads Up to 22 ft. (6.7 m( Electrical VI 5V, 10. 12.0 ELI. 60Hz; (230'!, 10, 6 FLA, 60Hj Motor 1/2 HP PSC with thermal over- load protection. 1650 RPM Intermittent Liquid Temp. 140F (60°C) Minimum Recommended Simplex =18 1457.2 mm Sump Diameter Duplex = 30" 1762.0 mm) Automatic Operation (manual MSKV50AW = Wide-angle float available) switch MSKV50AD = Diaphragm pressure switch Materials of Construction Class 30 cast iron Impeller Thermoplastic recessed Discharge Size 2" NPT (50.8 mm) Solids Handling 2' 150.8 mm) Power Cord 10', SJTW (70' optionaL) New to Myers Diaphragm Pressure Switch Compact design is perfect for small diameter basins Eliminates concerns about moving parts becoming entangled Carbon/Ceramic type 21 mechanical seal Oil-filled motor with automatic reset theriThl overload for maximum protection Lower single-row ball-bearing construction Piggyback plug available for easy maintenance and switch replacement 6 Calculations 1. Static Head= 90'(discharge elevation into (E) building sewer) —80' (off/alternating float elevation) = 10' static head 2. Friction Head a. TDL (Total Developed Length) = 218' b. TEL (Total Equivalent Length): 2" swing check = 13.4' 2" open gate valve = 1.1' 2" 90 degree elbow = 5.2' 2" tee branch = 10.4' 2" 45 degree elbows (0) = 2.4'x 7 = 16.8' Total Fitting Friction Losses = c. Friction Head Loss/100'-TEL = TDL + Fitting Friction Losses = 218' + 46.9' = 264.9' d. Total Friction Loss (based on 52 gpm) = 4.47'/100 equivalent linear feet x 264.9 equivalent linear feet = 11.8' Friction Head 3. Back Pressure Head Inlet pressure is atmospheric Outlet pressure is atmospheric No back pressure exists in this application 4. TDH (Total Developed Head) = Static + Friction + Back Pressure = 10' + 11.8' + 0' = 21.8' 5. Refer to attached pump literature for the design conditions of 52 gpm @ 21.8' TDH. Martin Trim, PE, GPD, LEED© AP Barrett Engineered Pumps 0: 619-232-7867x312 M: 858-717-7168