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2006 COSTA DEL MAR RD; ; CBC2018-0411; Permit
Ccity of Cailsbad.• Commercial Permit - Print Date: 11/18/2019 Permit No: CBC2018-0411 Job Address: 2006 Costa Del .Mar Rd Permit Type: BLDG-Commercial Work Class: Repair Status: Closed - Finaled Parcel No: Lot #: Applied: 07/26/2018 Valuation: $340,000.00 Reference #: Issued: 12/17/2018 Occupancy Group: Construction Type: Permit Finaled: # Dwelling Units: Bathrooms: Inspector: CRenf Bedrooms: Orig. Plan Check $ Final - Plan Check #: Inspection:' 11/18/2019 8:00:10AF Project Title: Description: LA COSTA VILLAS: (BLDG 2) DECK REPAIRS ON 18 UNITS AND COMMON STAIRS Owner: LA COSTA RESORT VILLAS HOA 800-706-7838 BUILDING PERMIT FEE ($2000+) $1,478.00 BUILDING PLAN CHECK FEE (BLDG) $1,000.00 MANUALBUILDING PLAN CHECK FEE $34.60 SB1473 GREEN BUILDING STATE STANDARDS FEE $14.00 STRONG MOTION-COMMERCIAL $95.20 Total Fees: $2,621.80 • Total Payments To Date: $2,621.80 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 processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOTAPPLY 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 ITHE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: [--]PLANNING 0 ENGINEERING 0 BUILDING 0 FIRE 0 HEALTH 0 HAZMATIAPCD Building Permit Application Plan Check Nc(Cc 0I8_0LJ(l Est. Value $34o ec C(7'citY of 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2719 Fax: 760-602-8558 Carlsbad.email: Ph: Plan Ck. Deposit building@carlsbadca.gov Date 7/2 to Ii T' I I wwW.carlsbadca.gov JOB ADDRESS 2006 Costa Del Mar /SPACE#/UNITC Bldg 2 APN 216 - 591 - 22 - xx CT/PROJECT# LOT# PHASE a a OF UNITS EDRO 4S # BATHROOMS [ TENANT BUSINESS NAME CONSTR. TYPE I 0CC. GROUP I 'c.eQ V-I I R-1 DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) f)J ff Reconstruction of private decks and support structure & common area stairs on Building 2 of La Costa Villas HOA. EXISTING USE IPROPO5ED USE I GARAGE (SF) PATIOS (SF) I DECKS(SF) I AIRCONDITIONING Unit Decks & Stairs FR Decks Unit & Stairs EPLACE I 2924 IYIES[]#. NO YES DN0 I FIRESPRINKLERS YESDNO APPLICANT NAME Engineering Design Group PROPERTY OWNER NAME La Costa Resort Villas I HOA Pdnary Contact ADDRESS 2121 Montiel Road ADDRESS 27290 Madison Ave, Suite 300 CITY STATE ZIP CITY STATE ZIP San Marcos CA 92069 Temecula CA 92590 PHONE IFAx PHONE 760.839.7302 I 800-706-7838 1FA7 800-706-7858 EMAIL EMAIL Dondesignqroupca,com sheliexanthosctheprimeas.com DESIGN PROFESSIONAL Steven Norris CONTRACTOR BUS. NAME M&&RA 4414-3 ADDRESS ADDRESS 2121 Montiel Road CITY STATE ZIP CITY ST ZIP San Marcos CA 92069 /5'ç A C..W 97x/ PHONE PHONE- FAX' 760-839-7302 4 s.r EMAIL EMAIL Steve(desiqngroupca.com STATE LIC. a 47672 ST Lit# 41 2.- a .S '3 CLASS I CITY BUS. LIC.# I 220 2.2'. (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to constrUct, alter, Imp?ove, dtimolish or reoair any structUre, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chater, commendingwith Section 7000 of Division 3 of the Business and Professions Code) or that he 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)). [_WORKERS' COMPENSATION Workers Compensation Declaration: thereby affinn under penally of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of thegr whiqh this pepsit is isued. My workers compensation insurance carrier and policy number are: Insurance Co.TU -YS Policy No. LI!J) i Expiration Date This section need not be completed it the permit is for one hundred dollars ($100) or less. Certificate of Exemption: I certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8.100,000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. £ CONTRACTOR SIGNATURE [3 AGENT DATE I hereby affirm that lam exempt from Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as (heir 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). owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). . [] I am exempt under Section _____________Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes [:]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): 5.1 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): 'PROPERTY OWNER SIGNATURE c - []AGENT DATE / ...L 7,;,,' - €0061@ 190008 @@TV00G9 0000 ® @OO®iO o(MDoR 0001? 0a9 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? 0 Yes 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? DYes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes 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. (®(!)(?O®() 11069@0001 a@@G9(3v 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 O? OO€1?O® IcertifythatI have read theapplicationandstatethatthe above information Iscorrectandthatthe information on the plans Isaccurate. IagiaetocompIywithall Cityottilnanoesand State laws ,elatingtobuitdingcorisfructlon. I hereby authorice representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. IALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for excavations over 50 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 tmftaion and become nut and void if the building or work authorized by such pennitis not commenced within l8D days from the date otsuch permit orif the building orwolk authorized by such pemift is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4A Uniform Building Code). LAPPLICANT'S SIGNATURE DATE 12--0 7 -/ '2 Permit Type: BLDG-Commercial Application Date: 07/26/2018 Owner: LA COSTA RESORT VILLAS HOA Work Class: Repair Issue Date: 12/17/2018 Subdivision: Status: Closed - Finaled Expiration Date: 10/29/2019 Address: 2006 Costa Del Mar Rd Carlsbad, CA 92009-6801 • IVR Number: 12793 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete • Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Building Deficiency Wrong permit/building called in. No 11/18/2019 11/18/2019 BLDG-Final 111197-2019 Passed Chris Renfro Complete Inspection - Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final See card Yes • BLDG-Electrical Final . Yes November 18, 20119 Page 3 of 3 Permit Type: BLDG-Commercial Application Date: 07/26/2018 Owner: LA COSTA RESORT VILLAS HOA Work Class: Repair Issue Date: 12/17/2018 Subdivision: Status: Closed - Finaled Expiration Date: 10/29/2019 Address: 2006 Costa Del Mar Rd Carlsbad, CA 92009-6801 IVR Number: 12793 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final See card Yes BLDG-Electrical Final Yes 04/15/2019 04115/2019 BLDG-18 Exterior 089032-2019 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-24 088850-2019 Partial Pass Chris Rënfro Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/17/2019 04/17/2019 BLDG-17 interior 089199-2019 Failed Chris Renfro Reinspection Complete Lath/Drywall Checklist Item COMMENTS Passed : BLDG-Building Deficiency Exterior lath not ready No 04/18/2019 04/18/2019 BLDG-17 Interior 089294-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency See card Yes 04/2312019 04/2312019 BLDG-24 089622-2019 Partial Pass Chris Renfro Reinspection Incomplete Rough/Topout Checklist Item COMMENTS - Passed BLDG-Building Deficiency Yes 04/25/2019 04/25/2019 BLDG-17 Interior 089900-2019 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency See card Yes 05/01/2019 05/0112019 BLDG-17 Interior 090436-2019 Partial Pass Tim Frazee Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Exterior lath on Units #6410, #6420 & Yes #6430 0510212019 05/02/2019 BLDG-24 090665-2019 Cancelled Michael Collins Reinspection Complete Rough/Topout November 18, 2019 Page 2 of 3 Permit Type: BLDG-Commercial Application Date: 07/26/2018 Owner: LA COSTA RESORT VILLAS HOA Work Class: Repair Issue Date: 12/17/2018 Subdivision: Status: Closed - Finaled Expiration Date:• 10/29/2019 Address: 2006 Costa Del Mar Rd Carlsbad, CA 92009-6801 IVR Number: 12793 Scheduled Date Actual Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection. Complete 0110712019 01/07/2019 BLDG-14 080390-2019 Partial Pass Chris Renfro Reinspection Incomplete Frame/Steel/Bolting/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/29/2019 01/29/2019 BLDG-24 082454-2019 Partial Pass Chris Renfro Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/19/2019 02/19/2019 BLDG-18 Exterior 084214-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/04/2019 03/04/2019 BLDG-17 Interior 085073.2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03122/2019 03/22/2019 BLDG-24 086881-2019 Partial Pass Chris Renfro Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/27/2019 03/27/2019 BLDG-18 Exterior 087067-2019 Partial Pass Chris Renfro Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-24 087069-2019 Partial Pass Chris Renfro Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/01/2019 04/01/2019 BLDG-24 087666.2019: Partial Pass Chris Renfro Reinspection Incomplete Rough/Topout Checklist Item COMMENTS Passed BLDG-Building Deficiency . Yes 04/10/2019 04/10/2019 BLDG-Final 088470-2019 Partial Pass Chris Renfro Reinspection Incomplete Inspection November 18, 2019 . . . Page 1 of 3 EsGil A SAFEbui1tCornpany DATE: 9/4/2018 U APPLICANT U JURIS. JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2018-0411 SET:I PROJECT ADDRESS: 2006 COSTA DEL MAR PROJECT NAME: PRIVATE DECKS RECONSTRUCTION FOR LA COSTA VILLAS HOA 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. LI 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 check list has been sent to: STEVEN NORRIS 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: STEVEN Telephone #: 760 839 7302 Date contacted: ,/' (bye') Email: STEVE@DESIGNGROUPCA.COM Mail Telephone Fax In Person cc: Don©designgroupca.com LI REMARKS: By: Bert Domingo Enclosures: EsGil 8/27/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 DATE: 8/9/2018 EsGil A SAFEbuilttompany A3,..LICANT RIS. JURISDICTION: CARLSBAD PLAN CHECK#.: CBC2018-0411 SET:I PROJECT ADDRESS: 2006 COSTA DEL MAR PROJECT NAME: PRIVATE DECKS RECONSTRUCTION FOR LA COSTA VILLAS HOA The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's 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. 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 check list has been sent to: STEVEN NORRIS 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: STEVEN Date contacted: fl (by) ,Maiff- TeIeph( Fax In Person El REMARKS: ~V e By: Bert Domingo QA EsGil 7/31/2018 Telephone #: 760 839 7302 Email: STEVE@DESIGNGROUPCA.COM " ,CC.. 7 Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 CARLSBAD CBC2018-0411 8/9/2018 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBC2018-0411 JURISDICTION: CARLSBAD PROJECT ADDRESS: 2006 COSTA DEL MAR FLOOR AREA: STORIES: HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 8/9/2018 DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/31/2018 PLAN REVIEWER: Bert Domingo 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 CBC2018-0411 8/9/2018 PLANS. 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). This will be checked on the final. EXITS, STAIRWAYS, AND RAILINGS 3. Guards (Section R312): Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Shall be detailed to show capability to resist a concentrated load of 200 pounds in any direction along the top rail. Table R301.5. Please submit calculations to include the supporting elements to verify stability of the system CARLSBAD CBC2018-0411 8/9/2018 To speed up the review process, note on this list (or a copy) Where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No U The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at EsGil. Thank you. CARLSBAD CBC2018-041 1 8/9/2018 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK #.: CBC2018-041 1 PREPARED BY: Bert Domingo DATE: 8/9/2018 BUILDING ADDRESS: 2006 COSTA DEL MAR BUILDING OCCUPANCY: R BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) CTY ESTIMATE 340,000 Air Conditioning Fire Sprinklers TOTAL VALUE 340,000 Jurisdiction Code 1CB IBY Ordinance 1997 UBC Building Permit Fee 11W 1997 UBC Plan Check Fee I ' Type of Review: E Complete Review E Structural Only 13 Repetitive Fee Repeats El Other El Hourly Hr. © * EsGil Fee I $901.621 Comments n addition to the above fee. an additional fee of is due ( hour /hr. Sheet 1 of 1 ENGINEERING DESIGN GROUP E SS 10-4N t\ No. 47672 Exp. 12-31-19 PJENGINEERING DESiGI'1 GROUP 2121 San Marcos, CA 92069 wwwdesigngroupca.com LA COSTA VILLAS BUILDING 2 Project: Project Address: 2006 COSTA DEL MAR Date: AUGUST 22, 2018 EDG Project No: 185947-7 Client: LA COSTA VILLAS HOA 2 Plan Check No DESIGN CALCULATIONS ITEM SHEET # Prepared by: GUARDRAIL CALCULATIONS 1-4 ftl Qfaua P('Fd7A79 - -- -- CBC20I8-0411 2006 COSTA DEL MAR RD LA COSTA VILLAS: (BLDG 2) DECK REPAIRS ON 18 UNITS AND COMMON STAIRS 8/2212018 CBC2OI8-0411 ENGINEERING Job Name _tA Cocr DESIGN GROUP Job Address_CaM 2121 Montiel Road, San Marcos, CA 92069 Job No. 4 Sheet No.___________ www.designgroupca.com 1(760) 839-7302 By t' Date 2/Ic i 4r !~o x ~A7 ~4 1~', £f I1'b 7; 1~000 - (CoO LEJ O / tLIT t,2 14O) jo I1LL - # oA&AD) ltof ' \) p a41 C, . ..j ............ .55 = (U !J&L 2." •t/4 .............. N1r? 7t7 1 44 lbc IY1YZ.2 .4/r7 . L V4-60 2'4 LJ0 1 .9 L4 b yzI' KEYNOTES Rl I. REMOVE ENTIRE 2ND 43RD DECKS. AND EXPOSE SUPPORT POSTS 4 BEAMS FOR DECKS. ENGINEER TO EVALUATE DECK SUPPORT FRAMING, CONTRACTOR TO REPAIR IDENTIFIED DAMAGE AS DIRECTED BY ENGINEER ZONE OF STUCCO REMOVAL: SAUCUT EXISTING STUCCO 12" ABOVE THE TOP OF CONCRETE ABOVE DECKS. (CARE SHALL BE TAKEN NOT TO DAMAGE FRAMING) REMOVE EXISTING BUIL.DING PAPER TO EXPOSE FRAMING. ENGINEER TO EVALUATE WALL 4 FLOOR FRAMING, CONTRACTOR TO REPAIR IDENTIFIED DAMAGE AS DIRECTED BY ENGINEER INSTALL AT 2ND LEVEL DECK NEW 6XIO DJ'S d 24' O.C. WI HUSIO HANGERS e BUILDING RIM JOIST. TO MATCH EXISTING DESIGN. ADD 2X BLOCKING BETWEEN DJ'S TO CONCEAL HANGERS. INSTALL NEW 9-J" TJI 230 FLOOR JOISTS e IS" O.C. PER EXISTING DESIGN. S. ADD IX8 T40 BOARDS l. ADD (2) LAYERS ' EXTERIOR GRADE PLYLLOD OVER T46 BOARDS. STAGGER JOINTS. & FRAME RAILING BASE WALL. OFFSET IN FROM EDGE Ii" 4 SECURE SILL Wt (6) ' X S LAGS tv EACH DJ ON SECOND LEVEL DECK 4 2 ROULS J, X S LAGS 6 8' O.C. ON THIRD LEVEL DECKS. INSTALL RAILING POST WI SX(b'4 BASE PLATE RECESSED INTO 3X TOP PLATE SECURED WI (4) J' MB. 4 2X2X' WASHER PLATES. SHEATH RAILING BASE WALLS WITH It)" PLY. 4 SECURE WI Sd EN 6 3" O.C. II. SHEATH SOFFIT WI 2 LAYERS FOR I HR CEILING ASSEMBLY PER 2015 CBC TABLE 721.1(3) ASSEMBLY 21-U APPLY WESTCOAT UP-40 MEMBRANE OVER DECK SURFACE 4 UP WALLS TO TOP OF FLASHING INSTALL 25 GA STAINLESS STEEL PERIMETER FLASHING THAT SHALL BE SANDED OR ETCHED ON SURFACE IN CONTACT WITH WATERPROOFING PER MANUFACTURES SPECIFICATIONS. FLASHING TO EXTEND UP TO TOP OF STUCCO SCREED (APPROX. 10" VIF) INSTALL 25 GA STAINLESS STEEL DOOR PAN FLASHING PER DETAIL 4/D2 IS. SEAL TOP OF RAILING BASE WALL PER DETAIL 7/D2 IS. APPLY RAPID SET EISENWALL STUCCO OVER DIAMOND LATH OVER 2 LAYERS GRADE D KRAFT BUILDING PAPER PER MANUFACTURERS SPECIFICATIONS. INSTALL TWO STAGE THUNDERBIRD DECK DRAIN WI 3' PIPING SLOPED 2 TO COLUMN 4 DRAIN OUT e BASE OF COLUMN. APPLY WESTCOAT ALX WP-25 METAL LATH AND BASECOAT OF WP-81 WI TC-J TO COVER LATH. THEN SLOPE A LAYER OF WP-BI 4 TC-I WI 8-23 AGGREGATE MIXED IN 'MAX 2' THICK APPLY WP-47 OVER SLOPED LAYER REFER TO WESTCOAT SLOPE TECHNIQUE SYSTEM SPECIFICATIONS. APPLY WESTCOAT (LIP-45 FLASHING FABRIC SATURATED WITH liP 90 RESIN AT PERIMETER OF SLOPED WESTCOAT SURFACE 5" UP FACE OF FLASHING 4 5" ONTO SLOPED SURFACE. INTEGRATE WESTCOAT WITH NEW DRAIN PER DETAIL 502 APPLY WESTCOAT ALX UNDER TILE APPLICATION FINISH COATS PER MANUFACTURERS SPECIFICATIONS. RUN UP WALL TO BOTTOM OF STUCCO SCREED. (CARE SHALL BE TAKEN TO NOT COVER WEEPS IN STUCCO SCREED) SEE DETAIL 302 FOR WALL TRANSITIONS. ADD DRAINBOARD OVER FINISH WESTCOAT SYSTEM. APPLY FILTER FABRIC AROUND DRAIN TO PREVENT MORTAR FROM FILLING WEEP HOLES. POUR I' MIN TO 2' MAX MORTAR BED WI REINFORCING MESH. INSTALL TILE OVER MORTAR BED. TROWEL GROOVES IN THINSET TOWARDS DRAINS. MAINTAIN I' WEATHER DROP AT DOOR GROUT TILE WITH ACRYLIC GROUT. ADD SILICONE CAULK SIKA OR EQUAL, d' JOINT OF TILE TO WESTCOAT MEMBRANE ALONG PERIMETER OF DECK 3 0 I a ENGINEERING - ____. al Road, IJIJDESIG1'4 GROUP 760.8397302 San Marcos, CA 92069 www.designgroupca.com LA COSTA VILLAS BUILDING 2 Project: Project Address: 2006 COSTA DEL MAR Date: JULY 18, 2018 EDG Project No: 185947-7 Client: LA COSTA VILLAS HOA 2 Plan Check No DESIGN CALCULATIONS ITEM CALCULATIONS Prepared by: ENGINEERING DESIGN GROUP SHEET # 140~'41 kp No. 47672 Exp. 12-31-19 -IV 1 011" Steve Norris RCE 47672 0cw1s4m 0411 4. - ENGINEERING DESIGN GROUP 2121 MONTIEL RD MONTIEL RD SAN MARCOS, CA 92069 760-839-7302 Project Title: LA COSTA VILLAS HOA I AND 2 Engineer: DS Project ID: 185947-7 Project Descr: BALCONY AND STAIR REPAIR designgroupca.com Printed: 5 JUL 2018, 12:34PM IPoject ifoa rn lit i4Y'IDI'J.1.1'P Licensee: ENGINEERING DESIGN GROUP Project Title : LA COSTA VILLAS HOA I AND 2 Description : BALCONY AND STAIR REPAIR I.D. :185947-7 Address :2100 COSTA DEL MAR, CARLSBAD, CA 92009 Project Leader : DS Phone : 760-839-7302 Fax :760-480-7477, Project Notes eMail : dondesigngroupca.con ENGINEERING DESIGN GROUP 2121 MONTIEL RD MONTIEL RD SAN MARCOS, CA 92069 760-839-7302 Project Title: LA COSTA VILLAS HOA I AND 2 Engineer: DS Project ID: 185947-7 Project Descr: BALCONY AND STAIR REPAIR designgroupca.com Printed: 5 JUL 2018, 12:34PM BiIJungCóde I Lic. Licensee : ENGINEERING DESIGN GROUP Governing Code : IBC 2015, ASCE 7-10, CBC 2016, AISC 360-10, NDS 2015, AC1318-14, ACI City Jurisdiction : City of Carlsbad Contact Name Alternate Contact Building Official : Address Phone : Fax : eMail : Notes : ENGINEERING DESIGN GROUP 2121 Montiel Road, San Marcos, CA 92069 www.designgroupca.com 1 (760) 839-7302 Job Name 1A' Job Address Job No. I 9>59 4-1 Sheet No."i By -Date7 /z K(O OIZ 54 ?t7 rF 4D r &_ LZ -F H -------..- a -11eit xim 14' ENGINEEPJNG Job Name _(,', Job No. 41 Sheet N DESIGN GROUP Job Address I JOT 2121 Montiel Road, San Marcos, CA 92069 www.designgroupca.com 1(760) 839-7302 By Date 'I 72o i -,i;).lp P5F~ I I--- ' &0 1 x ~ 1~ . T-5 F. TL rr 9c S tI_- 9r qe& . rr 'I ENGINEERING DESIGN GROUP 2121 MONTIEL RD MONTIEL RD SAN MARCOS, CA 92069 760-839-7302 Project Title: LA COSTA VILLAS HOA I AND 2 Engineer: OS Project ID: 185947-7 * Project Descr: BALCONY AND STAIR REPAIR designgroupca.com , . Printed: 5 JUL 2018, 12:34PM Ch 'Lic. Description: ZflO TloOr aeck joist Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 1350 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb- 1350 psi Ebend-xx 1600ksi Fc - Prll 925 psi Eminbend - xx 580 ksi Wood Species : Douglas Fir - Larch Fc - Perp 625 psi Wood Grade : No.1 Fv 170 psi Ft 675 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 13(0:14) 1_(0.12) 0(0.14) 1_(0.12) 6x10 6x10 Span = 9.0 ft Span = 5.0 ft I 'AIi&i Lôd Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D = 0.070, L = 0.060 ksf, Tributary Width 2.0 ft. (deck) Load for Span Number 2 Uniform Load: D = 0.070, L = 0.060 ksf, Tributary Width = 2.0 It, (deck) DESIGN sUMMARY2 71 Maximum Bending Stress Ratio = Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span = Span # where maximum occurs - = Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.3491 Maximum Shear Stress Ratio 6x10 Section used for this span' 471 .42 psi fv : Actual 1,350.00psi Fv : Allowable 40+L+H Load Combination 9.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.037 in Ratio = 3206 >360 0.000 in Ratio = 0<360 0.081 in Ratio = 1480>=180 0.000 in Ratio = 0<180 = 0.225:1 6x10 38.33 psi = 170:00 psi 4D4L+H = 8.246 ft = Span #1 F Fàr& Load Combination - Max Stress Ratios . Moment Values Shear Values Segment Length Span # M V C C EN C i Cr Cm C t CL M lb Pb . V fy Fv .O+H 0.00 0.00 0.00 0.00 Length =9.0ft 1 0.209 0.135 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 1215.00 0.72 20.64 153.00 Length =5.Oft 2 0.209 0.135 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 1215.00 0.59 20.64 153.00 4O4L4fl 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.349 0.225 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.25 471.42 1350.00 1.34 38.33 170.00 ENGINEERING DESIGN GROUP Project Title: LA COSTA VILLAS HOA I AND 2 2121 MONTIEL RD Engineer: OS 1 MONTIEL RD Project ID: 185947-7 SAN MARCOS, CA 92069 Project Descr: BALCONY AND STAIR REPAIR 760-839-7302 designqroupca.com Printed: 5 JUL 2018, 12:34PM Wôd B*4 - Lic. Licensee: ENGINEERING DESIGN GROU'F Description: 2fl0 floor aeck joist Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C C IN C i Cr Cm C t CL M lb Pb V fv F'v Length 5.0ft 2 0.349 0.225 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.25 471.42 1350.00 1.10 38.33 170.00 +09Lr4H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.0ft 1 0.150 0.097 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 1687.50 0.72 20.64 212.50 Length :5.oft 2 0.150 0.097 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 1687.50 0.59 20.64 212.50 404S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.oft 1 0.164 0.106 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 1552.50 0.72 20.64 195.50 Length 5.0ft 2 0.164 0.106 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 1552.50 0.59 20.64 195.50 #0.0.750Lr40.750L+I-I 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.0ft 1 0.247 0.160 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 1687.50 1.18 33.90 212.50 Length 5.0ft 2 0.247 0.160 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 1687.50 0.97 33.90 212.50 4040.750L40.7505+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =9.0ft 1 0.269 0.173 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 1552.50 1.18 33.90 195.50 Length =5.0ft 2 0.269 0.173 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 1552.50 0.97 33.90 195.50 4040.60 W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.0ft 1 0.118 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 2160.00 0.72 20.64 272.00 Length :5.oft 2 0.118 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 2160.00 0.59 20.64 272.00 4040.70E41 1.000 1.00 1.00 1.00 1.00 1.00 . 0.00 0.00 0.00 0.00 Length =9.oft 1 0.118 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 2160.00 0.72 20.64 272.00 Length 5.0ft 2 0.118 0.076 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.75 253.84 2160.00 0.59 20.64 272.00 *040.750Lr4750L40.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.oft 1 0.193 0.125 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 2160.00 1.18 33.90 272.00 Length =5.0ft 2 0.193 0.125 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 2160.00 0.97 33.90 272.00 +040.7501.0.7505'0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 - 0.00 0.00 0.00 0.00 Length 9.0ft 1 0.193 0.125 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 2160.00 1.18 33.90 272.00 Length =5.0ft 2 0.193 0.125 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 2160.00 0.97 33.90 272.00 +0.0.750L.0.7505*0.5250E41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.0ft 1 0.193 0.125 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 2160.00 1.18 33.90 272.00 Length =5.oft 2 0.193 0.125 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.88 417.02 2160.00 0.97 33.90 272.00 .0.60D.0.60W.0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.0ft 1 0.071 0.046 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.05 152.30 2160.00 0.43 12.38 272.00 Length :5.oft 2 0.071 0.046 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.05 152.30 2160.00 0.35 12.38 272.00 .0.60D.0.70E40.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length 9.0ft 1 0.071 0.046 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.05 152.30 2160.00 0.43 12.38 272.00 Length =5.0ft 2 0.071 0.046 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.05 152.30 2160.00 0.35 12.38 272.00 Load Combination Span Max. - Defi Location in Span Load Combination Max. + DellLocation in Span .D.1.H 1 0.0179 3.469 40.141-I -0.0014 8.346 .D4.H 2 0.0811 5.000 0.0000 8.346 Vóitic'I Rtions r Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 0.809 2.831 Overall MINimum 0.373 1.307 .0.11 0.436 1.524 .0+141 0.809 2.831 40+Lr.H 0.436 1.524 .D+Si41 0.436 1.524 .0'0.7501r40.750L41 0.716 2.504 .040.7501.0.750S+H 0.716 2.504 '040.60 W4I 0.436 1.524 .D.0.70E.H 0.436 1.524 +040.750Lr40.750L40.450W41 0.716 2.504 40.0.750L.0.750S.0.450W+H 0.716 2.504 .D.0.750L.0.750S.0.5250E41 0.716 2.504 .0.60D.0.60W'0.60H 0.261 0.915 .0.60.0.70E4601-1 0.261 0.915 D Only 0.436 1.524 LrOnly LOnly .0.373 1.307 ENGINEERING DESIGN GROUP Project Title: LA COSTA VILLAS HOA 1 AND 2 2121 MONTIEL RD Engineer: DS 1 MONTIEL RD Project ID: 185947-7 SAN MARCOS, CA 92069 Project Descr: BALCONY AND STAIR REPAIR 760-839-7302 Description: stair stringer Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 2,600.0 psi E: Modulus of Elasticity Load Combination 'ASCE 7-10 Fb - 2,600.0 psi Ebend- xx 2,000.0ksi Fc - PrIl 2,510.0 psi Eminbend - xx 1,016.54ksi Wood Species : Trus Joist Fc - Perp 750.0 psi Wood Grade : MicroLam LVL 2.0 E Fv 285.0 psi Ft 1,555.0 psi Density 42.Opcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling 0(0.032) L(O.1) 9 9 9 Span = 14,0 ft ApliJ 741 Service loads entered. Load Factors will be applied for calculations. Uniform Load : D 0.0320, L = 0.10 ksf, Tributary Width = 1.0 ft. (stair) _______________________________ i.ifllTS] [Maximum Bending Stress Ratio = 0.487.1 Maximum Shear Stress Ratio = 0.176:1 Section used for this span 2-1.75x7.25 Section used for this span 2-1.75x7.25 lb : Actual 1 ,265.69psi fv : Actual = 50.24 psi FB : Allowable = 2,600.00 psi Fv : Allowable = 285.00 psi Load Combination '+O+L+H Load Combination +D+L+H Location of maximum on span = 7.000ft Location of maximum on span 13.438 ft Span # where maximum occurs Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.391 in Ratio = 429 >=360 -Max Upward Transient Deflection 0.000 in Ratio = 0<360 Max Downward Total Deflection 0.516 in Ratio = 325>=180 Max Upward Total Deflection 0.000 in Ratio = 0<180 Man Force& Stses fLoad Cmbiatii - -. Load Combination - Max Stress Ratios - Moment Values Shear Values Segment Length Span # M V C C FN C i Cr Cm C t CL M lb Fb v 1v Fv .041 0.00 0.00 0.00 0.00 Length= 14.0 It 1 0.131 0.047 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.78 306.83 2340.00 0.21 12.18 256.50 +0+141 . 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 14.0 It 1 0.487 0.176 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.23 1,265.69 2600.00 0.85 50.24 285.00 +0+Lr4I . 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.094 0.034 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.78 306.83 3250.00 0.21 12.18 356.25 .D+S41 - 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 It 1 0.103 0.037 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.78 306.83 2990.00 0.21 12.18 327.75 +0+0.750Lr+O.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 .0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.316 0.114 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.62 1,025.98 3250.00 0.69 40.72 356.25 ENGINEERING DESIGN GROUP . Project Title:' LA COSTA VILLAS HOA I AND 2 2121 MONTIEL RD Engineer: OS MONTIEL RD Project ID: 185947-7 SAN MARCOS, CA 92069 Project Descr:BALCONY AND STAIR REPAIR 760-839-7302 designgroupca.com - - Printed: 5 JUL 2018, 12:34PM kVOOd IU KW-06005672 Licensee : ENGINEERING DESIGN GROUP Description : stair stringer Load Combination Max Stress Ratios . Moment Values Shear Values Segment Length Span # M V Cd C FN c1 Cr Cm C C1 M lb Pb V fv Pv 4D.0.750L40.750S'H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.343 0.124 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.62 1,025.98 2990.00 0.69 40.72 327.75 9040.60W41 1.000 1.00 1.00 1.00 1.00 1.00 . . 0.00 0.00 0.00 0.00 Length: 14.0 ft 1 0.074 0.027 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.78 306.83 4160.00 0.21 12.18 456.00 4040.70E44 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length: 14.0 ft 1 0.074 0.027 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.78 ' 306.83 4160.00 0.21 12.18 456.00 .O.0.750Lr.0.750140.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.247 0.089 1.60 1.000 1.00 1.00 1.00 1.00 .1.00 2.62 1,025.98 4160.00 0.69 40.72 456.00 .O.0.750L40.750S40.450W*H ' 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.247 0.089 1.60 1.000 1.00 1.00 ,1.00 1.00 1.00 2.62 1,025.98 4160.00 0.69 40.72 456.00 #O40.750L40.750S40.5250E41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.247 0.089 1.60 1.000 1.00 1.00 1.00 1.00 1.00 . 2.62 1,025.98 4160.00 0.69 40.72 456.00 90.60D40.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 14.0 ft 1 0.044 0.016 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.47 184.10 4160.00 0.12 7.31 456.00 40.6040.70E40.601-1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 . 0.00 Length =14.oft 1 0.044 0.016 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.47 184.10 4160.00 0.12 7.31 456.00 turn Load Combination Span Max. "-" Deft Location in Span Load Combination Max. + Deft Location in Span +O*1+H 1 0.5163 7.051 0.0000 0.000 i r:,ICI Riitioici JZ Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.924 0.924 Overall MiNimum 0.700 0.700 .O.H 0.224 0.224 0.924 0.924 4D4J4l 0.224 0.224 +D+S.H 0.224 0.224 4040.750Lr40.750L4H 0.749 0.749 +O40.750140.750S+H 0.749 0.749 .040.60W44 0.224 0.224 'D'0.70E4l 0.224 0.224 - 4040.750Lr40.750140.450W91-1 0.749 0.749 iO'0,750L40.750S40.450W*H 0.749 0.749 4040.750140.750S+0.5250E41 0.749 0.749 .0.60D.0.60W40.60H 0.134 0.134 .0.60D40.70E'0.60H 0.134 0.134 D Only 0.224 0.224 LrOnly . . I Only 0.700 0.700 S Only W Only E Only H Only ENGINEERING DESIGN GROUP 2121 MONTIEL RD MONTIEL RD SAN MARCOS, CA 92069 760-839-7302 Project Title: LA COSTA VILLAS HOA 1 AND 2 Engineer: OS Project ID: 185947-7 Project Descr: BALCONY AND STAIR REPAIR Description: stair stringer max 11' span coDE.RERENcE'\T!____ Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb + 2,600.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - 2,600.0 psi Ebend- xx 2,000.Oksi Fc - PrlI - 2.510.0 psi Eminbend - xx 1,016.54ksi Wood Species : Trus Joist Fc - Perp 750.0 psi Wood Grade : MicroLam LVL 2.0 E Fv 285.0 psi Ft 1,555.0 psi Density 42.opcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(O032) L(0. 1) 9 9 9 Span = 11.0 It AjI ir iI &T 41k 4 Service loads entered. Load Factors will be applied for calculations. Uniform Load: D = 0.0320, L = 0.10 ksf, Tributary Width 1.0 ft, (stair) Maximum Bending Stress Ratio = 0.601:1 Section used for this span 1.75x7.25 tb : Actual = 1,562.74p5i FB : Allowable 2,600.00psi Load Combination Location of maximum on span 5.5001t Span # where maximum occurs = Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.268:1 1.75x7.25 = 76.43 psi = - 285.00 psi = 10.398ft = Span #1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.298 in Ratio = 442 >=360 0.000 in Ratio = 0<360 0.394 in Ratio = 335>=180 0.000 in Ratio = 0<180 Mailmit1 Force& Sef& Lo n d çobltlo Load Combination Max Stress Ratios . . . Moment Values - Shear Values Segment Length Span# M V C C FN C i Cr Cm C CL M fb F'b V fv F'v #041 0.00 0.00 0.00 0.00 Length= 11.0 It 1 0.162 0.072 0.90 1.000 1.00 1.00 1.00 1.00 1.00 0.48 378.85 2340.00 0.16 18.53 256.50 *0.t#H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.0 It 1 0.601 0.268 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.00 1,562.74 2600.00 0.65 76.43 285.00 *0+l.r41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 - 0.00 0.00 0.00 Length = 11.0 ft 1 0.117 0.052 1.25 1.000 1.00 1.00 1.00 1.00 1.00 0.48 378.85 3250.00 - 0.16 18.53 356.25 +D+S44 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.127 0.057 1.15 1.000 1.00 1.00 1.00 1.00 1.00 0.48 378.85 2990.00 0.16 18.53 327.75 4040.750Lr40.750L4l - 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.390 0.174 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.62 1,266.77 3250.00 0.52 61.96 356.25 ENGINEERING DESIGN GROUP Project Title: LA COSTA VILLAS HOA 1 AND 2 2121 MONTIEL RD Engineer: DS MONTIEL RD Project ID: 185947-7 SAN MARCOS, CA 92069 Project Descr: BALCONY AND STAIR REPAIR 760-839-7302 desiqngroupca.com . Printed: 5 JUL 2018, 12:34PM 'F' =C:lUsersIPAULIDOCUME-IIENERCA-ltLACOST-I.EC6iI IWoo'd B le Lic. #: KW-06005672 -Licensee ENGINEERING DESIGN GROU-P-p Description: stair stringer max 11' span . Load Combination Max Stress Ratios . . Moment Values Shear Values Segment Length Span # M V C C FN C i Cr Cm C CL M lb Pb V fv F'v *O*0.750L*0.750S41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.0 ft 1 0.424 0.189 1.15 1.000 1.00 1.00 1.00 1.00 1.00 1.62 1,266.77 2990.00 0.52 61.96 327.75 4040.60W#1 1.000 1.00 1.00 1.00 1.00 1.00 0.00 ' 0.00 0.00 0.00 Length = 11.0 ft 1 0.091 0.041 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.48 378.85 4160.00 0.16 18.53 456.00 *0*0.70E*H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.091 0.041 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.48 378.85 4160.00 0.16 18.53 456.00 9090.750Lr40.750L40.450W41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0;00 0.00 0.00 Length =11.oft 1 0.305 0.136 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.62 1,266.77 4160.00 0.52 61.96 456.00 *0*0.750L*0.750S*0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.305 0.136 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.62 1,266.77 4160.00 .0.52 £ 61.96 456.00 4040.750L40.750S40.5250E*H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 11.0 ft 1 0.305 0.136 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.62 '1,266.77 4160.00 0.52 61.96 456.00 *0.60D*0.60W*0.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.055 0.024 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.29 227.31 4160.00 0.09 11.12 456.00 *060D*0.70E..0.60H 1.000 1.00 1.00 1.00 . 1.00 1.00 , 0.00 0.00 0.00 0.00 Length = 11.0 ft 1 0.055 0.024 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.29 227.31 4160.00 0.09 11.12 456.00 Load Combination Span Max. "-" Dell Location in Span Load Combination Max. +' Deft Location in Span 404141 1 0.3935 5.540 0.0000 0.000 -411 EVic'aI Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.726 0.726 Overall MiNimum 0.550 0.550 4041 0.176 0.176 0.726 0.726 s04r41 0.176 0.176 *0+S41 0.176 0.176 +0*0.750Lr*0.7501+H 0.589 0.589 .D*O.750L*0.750S41 0.589 0.589 +D*0.60W+H 0.176 0.176 +".70E41 0.176 0.176 *0*O.75OLr+O.750L.0.450W*H 0.589 0.589 .0*0.750L*0.750S*0.450W*H 0.589 0.589 *0*0.750L*0.750S*0.5250E44 0.589 0.589 *060D*0.60W*0.60H 0.106 . 0.106 .0.60D.0.70E*0.60H 0.106 0.106 D Only 0.176 0.176 LrOnly L Only 0.550 0.550 SOnly . WOnly EOnly . HOnly I i ' 0 R T E ® MEMBER REPORT Level, Floor: Joist @ deck 3rd floor unit 6060 PASSED 1 piece(s) 117/8" TM® 230 © 16" OC Overall Length: 17'5" + 0 II .11 II • 'II + 0 E] All locations are measured from the outside face of left support (or left cantilever end).Ali dimensions are horizontal. Design Results -Actual 0Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Ibs) 951 © 11/2" 1060 (1.75") Passed (90%) 1.00 1.0 D + 1.0 L (Alt Spans) Shear (Ibs) 1089 @ 12' 11/2" 1821 Passed (60%) 1.00 1.00 + 1.0 L (All Spans) Moment (Ft-lbs) -2295 @ 12'3 1/4" 3161 Passed (73%) 1.00 1.0 0 + 1.0 L (All Spans) Uve Load Defi. (in) 0.138 © 17' 5" 0.257 Passed (211892) -- 1.0 0 + 1.0 L (Alt Spans) Total Load Defi. (in) 1 0.212 @ 5' 115/8" 1 0.607 1 Passed (11686) I -- 1.0 0 + 1.0 L (Alt Spans) T3-Pro'" Rating 56 1 40 11passed -- I -- Deflection criteria: LL (11480) and fl. (11240). Overhang deflection criteria: IL (211480) and TL (211240). Moment capacity over cantilever support 2 has been reduced by 25% to lessen the effects of budding. Top Edge Bracing (Lu): Top compression edge must be braced at 5'3" 0/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at S'7" 0/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis Is based on composite action with a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) that Is glued and nailed down. Additional considerations for the T3-Pro'" Rating include: None Permanent bracing at third points in the back span or a direct applied ceiling over the entire back span length is required at the right end of the member. See literature detail (P01) for clarification. Supports Bearing Length Loads to SuPports abs). Accessories TOteI Available Required Dead TóaI 1 - Hanger on 117/8" SPF beam 1.50..Hanger' 1.75'! 1.75' 2 477 496/-77 973/-77 See note' 2- Stud wall - SPF 3.50" 3.50° 3.50" 1149 985 2134 Blocking Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger 1 See Connector grid below for additional Information and/or requirements. 2Requlred Bearing length I Required Bearing Length with Web Stiffeners System : Floor Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD Connector: Sirnpsán StroflgTie Connectors . sa Ipikk 111411&1 . sntt, Top Nails Face Nails MemberNails 'AeSSOdà 1 -Top Mount Hanger Connector not found N/A N/A N/A N/A I I Dead IFloor Live l .. Loads Location(Side) Sparing (0.90) I (i;OO) Comments I 1 - Uniform (PSF) 0 to 17'S" 16" 70.0 60.0 I Residential - Living lAreas I Weyerhaeuser Notes 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 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 SUSTAINABLE FORESTRY INITIATIVE Forte Software Operator Job Notes Don Sprankles Engineering Design Group I (760) 839-7302 don@designgroupcs.com 7/5/2018 11:21:28 AM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1 J 0 R T E e MEMBER REPORT Level, Floor: Joist © deck 3rd floor - 1 piece(s) 9 1/2" TM® 230 @ 16" OC Overall Length: 9' 5" 9' [ I] II All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LOF Load: Combination (Pattern) Member Reaction (Ibs) 787 @ 11/2" 1060 (1.75") Passed (74%) 1.00 1.0 D + 1.0 L (All Spans) Shear (Ibs) 787 @ 11/2" 1330 Passed (59%) 1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs) 1788 @4' 8" 3330 Passed (54%) 1.00 1.0 D + 1.0 L (All Spans) Live Load Defi. (in) 0.067 @4' 8" 0.227 Passed (1/999+) - 1.0 D + 1.0 L (All Spans) Total Load Defi. (In) 1 0.145 @4' 8" 1 0.454 1 Passed (1/754) 1 -- 1.0 D + 1.0 L (All Spans) T)-Pro"" Rating 1 59 1 40 1 Passed I -- -- Deflection criteria: U. (1/480) and TI. (1/240). Top Edge Bracing (Lu): Top compression edge must be braced at 5' 7" 0/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 91 2" 0/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge"" Panel (24" Span Rating) that is glued and nailed down. Additional considerations for the 11-Pro'" Rating include: None PASSED _1~ System : Floor Member Type : Joist Building Use: Residential Building Code : IBC 2015 Design Methodology: ASD ppOitS Bearing Length Loads to Supports (Ibs) AccessorIes Total Su Floor Available Required Dead Live Total 1 - Hanger on 91/2" SPF beam 1.50" Hanger' 1.75-/-2 436 373 809 See note' 2- Beam - SPF J 3.50" 2.25" 1.75" 443 380 823 11/4" Rim Board Rim Board is assumed to carry all bads applied directly above It, bypassing the member being designed. At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger I See Connector gild below for additional information and/or requirements. 2 Requiied Bearing Length! Required Bearing Length with Web Stiffeners ConnèctoiSiflipsOfl Strong-Tie Connectors :. Support.........". MOdel Seat LenItli TOP Nails Face Nails Member Nails Accessomes I - Top Mount Hanger Connector not found N/A N/A N/A N/A Dead Floor Live Loads Location (Side) Spacing (0.90) (1.00) Comments 1 - Uniform (PSF) a tog' 5' 16" 70.0 60.0 Residential - Living Notes 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 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.com/woodproducts/document-library. product application,input designloads,dimensionsand supportinformationhave beenprovidedbyForteSoftware Operator SUSTAINABLE FORESTRY iNillAilvE Forte Softwair' Operator Job Notes Don Sprankler Engineering Design Group (760) 839-7302 don@designgroupca.com 7/5/2018 11:16:39 AM Forte v5.4, Design Engine: V7.1.1.3 Page 1 of 1 (rcity of Carlsbad Print Date: 11/18/2019 Permit No: PREV2019-0087 Job Address: 2006 Costa Del Mar Rd Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revi5 Status: Closed - Finaled Parcel No: Lot #: Applied: 05/06/2019 Valuation: $ 0.00 Reference #: Issued: 07/31/2019 Occupancy Group: - Construction Type Permit 11/18/2019 Finaled: # Dwelling Units: Bathrooms: Inspector: Bedrooms: Orig. Plan Check #: CBC2018-0411 Final Plan Check #: Inspection: Project Title: Description: LA COSTA VILLAS: STRUCTURAL ELEMENTS REPAIRED FROM ORIGINAL SCOPE - INCLUSION OF ASI DETAILS DUE TO FIEL CONDITIONS Applicant: Owner: Co-Applicant: ENGINEERING DESIGN GROUP LA COSTA RESORT VILLAS HOA ENGINEERING DESIGN GROUP DON SPRANKLES 2121 Montiel Rd 2121 Montiel Rd San Marcos, CA 92069-3511 San Marcos, CA 92069-3511 800-706-7838 760-839-7302 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE $35.00 MANUAL BUILDING PLAN CHECK FEE - $393.75 Total Fees: $ 428.75 Total Payments To Date: $428.75 Balance Due: $0.00 Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov OVdc'4 Crek PLAN CHECK REVISION OR Development Services City of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbadca.gov 041% Original Plan Check Number L?20It- I'*r Plan Revision Number g - o 200u eosto.. —0-pi Hor ProjectAddress i2'b-c,&+rqx\c, Lie mn~g 90045 General Scope of Revision/Deferred Submittal: uc*ttrc( -cTVY\ cY-c3nc>.\ Sccçe. nic i: c\2.o\s due- +0 C.onc CONTACT INFORMATION: Name 4O6S Phone 1tO gag. 7-WZ. Fax Address Z11- Mon+ie-1 ?.d City sckja iMcvco 3 Zip qiorq Email Address kQe c ccx. 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 El Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 4c Does this revision, in any way, alter the exterior of the project? El Yes No Does this revision add ANY new floor area(s)? El Yes No Does this revision affect any fire related issues? El Yes No Is this a co "p te set? 'J\Yes fl No 'Signature I Date 1635 Faraday A arlsbad CA 92008 Ph: 760-602- : 2719 E 760-602-8558 Email building@carisbadca.gov www.carlsbadca.gov I -. EsGil A SAFEbuRtCompany DATE: 6/28/2019 JURISDICTION: City of Carlsbad PLAN CHECK#.: CBC20180411.REV(PE4Ot9iOO8.) PROJECT ADDRESS: Mar Rd. APPLICANT c:i JURIS. SET: II PROJECT NAME: La Costa Villas HOA I & II Building 2 Repair Plans The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. E 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. 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 check list 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: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person D REMARKS: By: David Yao Enclosures: approved plan EsGil log 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuitttompany DATE: 5/14/2019 U APPLICANT 'JURIS. JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018-0441.REV(PREV2019-0087) SET: I PROJECT ADDRESS-7323-Estrefla1f Mar iRd. C67;4061)l4 PROJECT NAME: La Costa Villas HOA I & II Building 2 Repair Plans LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I1 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. LI 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. LI 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: Shaely Norris LI 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: Shaely Norris e$ais1- . Telephone #: 760-839-7302 Date contacted: 0I0/1 (by:Q- Email: shaelydesigngroupca.com .- j.MaiI ,/ Fax In Person LI REMARKS: By: David Yao Enclosures: EsGil 5/7/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 City of Carlsbad CBC2018-0441.REV(PREV2019-0087) 5/14/2019 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018- 044 1.REV(PREV2O 19-0087) PROJECT ADDRESS: 7323 Estrella Del Mar Rd. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL: 5/7/19 5/14/2019 REVIEWED BY: David Yao FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. The approval of the plans does not permit the violation of any state, county or city law. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? DYes DNo City of Carlsbad CBC2018-0441.REV(PREV2019-0087) 5/14/2019 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. The scope of work under this permit application is not clear. The paper work from the city shows this is a revision for CBC2018-0441. The revision is added page A2.20 and ASI details. The permit CBC20I8-0441 is for repair for building 4 and this project is building 2. The address for CBC20I8-0441 is 7323 Estrella Del Mar Rd. building 4. The plan for this project shows address 2006 Costa Del Mar Rd. building 2. Please clarify. If this is revision, please show what is the original plan check number and provide approved plan. The revision shows ASI detail on D3. What is ASI details? The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact David Yao at Esgil. Thank you. Structural Only 'a City of Carlsbad CBC20 18-0441.REV(PREV2O 19-0087) 5/14/2019 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK #.: CBC2018- 044 1.REV(PREV2O 19-0087) PREPARED BY: David Yao DATE: 5/14/2019 BUILDING ADDRESS: 7323 Estrella Del Mar Rd. BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) revisions Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1cb IBY Ordinance Bldg. Permit Fee by Ordinance V v Plan Check Fee by Ordinance Type of Review: LI Complete Review Repetitive Fee Repeats * Based on hourly rate Comments: El Other Hourly 3 Hrs. © * EsGil Fee $105.00 I $315.001 Sheet of