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HomeMy WebLinkAbout1768 BLACKBIRD CIR; ; CB091958; Permit01-04-2010 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB091958 Building Inspection Request Line (760) 602-2725 1768 BLACKBIRD CR CBAD RESDNTL Sub Type: RAD Status: 2156020700 Lot #: 0 Applied: $66,734.00 Construction Type: NEW Entered By: Reference #: Plan Approved: 0 Structure Type: Issued: 0 Bathrooms: 0 Inspect Area: LAHARGOUE: 139SF 2ND STORY Orig PC#: ADD//408SF 1ST STORY ADD.//MINOR INTERIOR Plan Check # REMODEL ISSUED 11/20/2009 JMA 01/04/2010 01/04/2010 Applicant: MARROKAL CONSTRUCTION 9842 RIVER ST LAKESIDE CA 92040 619441-9300 Owner: LAHARGOUE BRIAN&ESTHER 1768 BLACKBIRD CIR CARLSBAD CA 92011 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee $495.78 $0.00 $322.26 $0.00 $0.00 $6.67 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $1.00 Meter Size Add'l Reel. Water Con. Fee $0.00 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $0.00 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $84.00 ELECTRICAL TOTAL $20.00 MECHANICAL TOTAL $41.50 Housing Impact Fee $0.00 Housing InLieu Fee $0.00 Housing Credit Fee $0.00 Master Drainage Fee $0.00 Sewer Fee BUILDING PLANS $0.00 Additional Fees A IN STORAT $° °° TOTAL PERMIT F.ATTACHED $971.21 Total Fees:$971 21 Total Payments To Date:$97121 Balance Due:$0.00 Inspector: FINAL APPROVAL Date:Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired, CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax: 760-602-8558 www.ca rlsbadca .eov Plan Check } °[ Est. Value Plan Ck. Deposit Date II JOB ADDRESS CT/PROJECT # SUITE#/SPACE#/UNIT# 602-- 61 - CONSTR. TYPE I OCC GROUP CONTACT NAME (If Different Font Applicant) PHASE # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME DESCRIPTION OF WORK: Include Square Feet of Affected Area(f). r\d (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 tp its issuance, also requires theapplicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 70OO 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: / hereby affirm under penalty 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 perm it is issued. have and will maintain workers' compensating requited by Section 3/Oq)of the Labor Code, for the performance of the work for which this penpiLis issued. My workers' compensation insuring carrier and policy number are: Insurance Co. V^&UUJ) H Oj^LSl^JxL _ Po^ No. ^ ftQ()(}7)X(-fYO % / Expiratton Date A/-// _ This section need not be completed if the permit is for one hundred dollars ($100) or less. D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: 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 (&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 OWNER-BUILDER DECLARATION .GENT DATE / hereby affirm that I am exempt from Contractor's License Law for the following reason: a 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 ottered 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). D 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). D I am exempt under Section Business and Professions Code for this reason: 1 . 1 personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes D No 2. 1 (have / have not) signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone /contractors' license number): 4. 1 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): x£TpROPERTY OWNER SIGNATURE OAGENT DATE COMPLETE THIS 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? GYes G No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? d Yes D No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. CONSTRUCTION LENDING AGENCY 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 APPLICANT CERTIFICATION I certify that I nave 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. OSH A: An OS HA permrt is required Iw excavations over 5'0'^ visions of this Code stall expire by Hmitabon and become null a d by such permit is suspended or abandoned at any time after tie work is comment fora pernd of 180 toys (Sectai 106.4.4 UnH^ 5 APPLICANTS SIGNATURE C /' ^ ,--3t /"~^L /^"^ DATE Inspection List Permit#: CB091958 Type: RESDNTL RAD Date Inspection Item 05/07/2010 89 05/07/2010 89 04/20/2010 89 04/19/2010 89 03/09/2010 18 03/04/2010 17 03/03/2010 13 03/03/2010 14 03/01/2010 14 03/01/2010 16 03/01/201024 03/01/2010 34 03/01/201044 02/23/2010 14 02/23/201024 02/23/2010 34 02/23/201044 02/17/201083 02/04/2010 11 02/04/201022 02/04/2010 98 02/03/2010 11 02/03/201021 Final Combo Final Combo Final Combo Final Combo Exterior Lath/Drywall Interior Lath/Drywall Shear Panels/HD's Frame/Steel/Bolting/Weldin Frame/Steel/Bolting/Weldin Insulation Rough/Topout Rough Electric Rough/Ducts/Dampers Frame/Steel/Bolting/Weldin Rough/Topout Rough Electric Rough/Ducts/Dampers Roof Sheathing/Ext Shear Ftg/Foundation/Piers Sewer/Water Service BMP Inspection Ftg/Foundation/Piers Underground/Under Floor Inspector Act MC - MC MC MC MC MC MC MC MC MC MC MC MC MC MC MC PD MC MC MC MC MC Fl Rl CO CO AP AP we AP PA AP AP AP AP PA PA PA PA AP AP AP PA CO AP LAHARGOUE: 139SF 2ND STORY ADD//408SF 1ST STORY ADD.//MINOR INT Comments GFIS & T-24 OK LATE AS POSSIBLE COMPLETE NOTICE DATES 4-19-10 SEE NOTICE ATTACHED INT. SHEAR WALL AT LR OK RE CHECK NEW LR SHEAR FRAMING, 3X STUDS SHEAR WALL AT ENTRY OK TO INSULATE & WRAP. LOFT FRAME OK, DBL CK RM SCREWS LOFT/CLOSET INFILL ONLY PER PLAN WASTE TO P.O.C. ON GOING 1127D6 WASTE ONL Monday, May 10, 2010 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 05/07/2010 Permit* CB091958 Title: LAHARGOUE: 139SF 2ND STORY Inspector Assignment: MC Description: ADD//408SF 1ST STORY ADD.//MINOR INTERIOR REMODEL Type: RESDNTL Sub Type: RAD Job Address: 1768 BLACKBIRD CR Suite: Lot: 0 Location: APPLICANT MARROKAL CONSTRUCTION Owner: LAHARGOUE BRIAN&ESTHER Remarks: LATE AS POSSIBLE Phone: 6198175106 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: BRENT Entered By: CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date 04/20/2010 04/19/2010 03/09/2010 03/04/2010 03/03/2010 03/03/2010 03/01/2010 03/01/2010 03/01/2010 03/01/2010 03/01/2010 02/23/2010 Description 89 Final Combo 89 Final Combo 18 Exterior Lath/Drywall 17 Interior Lath/Drywall 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 16 Insulation 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 14 Frame/Steel/Bolting/Welding Act CO CO AP AP we AP PA AP AP AP AP PA Insp MC MC MC MC MC MC MC MC MC MC MC MC Comments COMPLETE NOTICE DATES 4-19-10 SEE NOTICE ATTACHED INT. SHEAR WALL AT LR OK RE CHECK NEW LR SHEAR FRAMING, 3X STUDS SHEAR WALL AT ENTRY OK TO INSULATE & WRAP. LOFT FRAME OK, DBL CK RM SCREWS CITY OF CARLSBAD Unscheduled Building Inspection Building Department 1635 Faraday Avenue Carlsbad CA 92008 760-602-2700 DATE: H - \<\ -i^ v o INSPECTOR: CV> PERMIT #:CONTACT: PHONE #: CQVO, JOB ADDRESS: DESCRIPTION: CODE DESCRIPTION ACT COMMENTS >au>i Bldg Inspection Form Page 1 of 1 Rev. 06/09 City of Carlsbad Bldg Inspection Request For: 03/03/2010 Permit* CB091958 Title: LAHARGOUE: 139SF 2ND STORY Inspector Assignment: MC Description: ADD//408SF 1ST STORY ADD.//MINOR INTERIOR REMODEL 1768 BLACKBIRD CR Lot: 0 Type: RESDNTL Sub Type: RAD Job Address: Suite: Location: APPLICANT MARROKAL CONSTRUCTION Owner: LAHARGOUE BRIAN&ESTHER Remarks: HAS SHEAR CHANGE Phone: 6198175106 Inspector: Total Time:Requested By: BRENT Entered By: CHRISTINE CD Description 13 Shear Panels/HD's Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 03/01/2010 03/01/2010 03/01/2010 03/01/2010 03/01/2010 02/23/2010 Inspection History Description 14 Frame/Steel/Bolting/Welding 16 Insulation 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 14 Frame/Steel/Bolting/Welding Act PA AP AP AP AP PA Insp MC MC MC MC MC MC 02/23/2010 24 Rough/Topout 02/23/2010 34 Rough Electric 02/23/2010 44 Rough/Ducts/Dampers 02/17/2010 83 Roof Sheathing/Ext Shear 02/04/2010 11 Ftg/Foundation/Piers 02/04/2010 22 Sewer/Water Service 02/04/2010 98 BMP Inspection 02/03/2010 11 Ftg/Foundation/Piers 02/03/2010 21 Underground/Under Floor Comments RE CHECK NEW LR SHEAR FRAMING, 3X STUDS SHEAR WALL AT ENTRY OK TO INSULATE & WRAP. LOFT FRAME OK, DEL CK RM SCREWS PA PA PA AP AP AP PA CO AP MC MC MC PD MC MC MC MC MC LOFT/CLOSET INFILL ONLY PER PLAN WASTE TO P.O.C. ON GOING 1127D6 WASTE ONL NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT , >A 1635 FARADAY AVENUE DATE gu^. -- TIME. LOCATION PERMIT NO. ASS FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE?YES FOR FURTHER INFORMATION, CONTACT"?^ £*>"2^ "Z^ j j BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 03/01/2010 Permit* CB091958 Title: LAHARGOUE: 139SF 2ND STORY Inspector Assignment: MC Description: ADO//408SF 1ST STORY ADD.//MINOR INTERIOR REMODEL Sub Type: RAD 1768 BLACKBIRD CR Lot: 0 Type: RESDNTL Job Address: Suite: Location: APPLICANT MARROKAL CONSTRUCTION Owner: LAHARGOUE BRIAN&ESTHER Remarks: P M PLEASE Phone: 6198175106 Inspector: Total Time: CD Description 16 Insulation \4 Requested By: BRENT Entered By: CHRISTINE Act Comments Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp 02/23/2010 14 Frame/Steel/Bolting/Welding PA MC 02/23/2010 24 Rough/Topout PA MC 02/23/2010 34 Rough Electric PA MC 02/23/2010 44 Rough/Ducts/Dampers PA MC 02/17/2010 83 Roof Sheathing/Ext Shear AP PD 02/04/2010 11 Ftg/Foundation/Piers AP MC 02/04/2010 22 Sewer/Water Service AP MC 02/04/2010 98 BMP Inspection PA MC 02/03/2010 11 Ftg/Foundation/Piers CO MC 02/03/2010 21 Underground/Under Floor AP MC Comments SHEAR WALL AT ENTRY OK TO INSULATE & WRAP. LOFT FRAME OK, DBL CK RM SCREWS LOFT/CLOSET INFILL ONLY PER PLAN WASTE TO P.O.C. ON GOING 1127D6 WASTE ONL LOVELACE ENGINEERING 5-':cre 858.535.911! • fix 858.535.1989 • www.lDveiaceeng.conr ADD \Tic A •?._ iTT\•!*__ 1 LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone CourtW. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelacesng.com JOB_ \ -— 4x4 \ KINGPOST 2x BLK'G (S-O") w/ 'C5 I 6' STRAP SLOPE 2x8 D.F. #2 RR@ 24" O.C.2x BLK'G w/ 'CS I £' STRAP ^ >-i "- ,x' ^ ,.--\ /x L3&'-^5 LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 JOB_ SHEET NO. phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com CALCULATED BY_ CHECKED BY SCALE (N) CONC. STOOP w/ "BROOM FINISH' 4x4 POST CONC. SiLABTYP., SEE FOUND. NOTES FOR ADDITIONAL INFO. 0" (N) CONC.iSTOOP w/ "BROOI^ FINISH LOVELACE ENGINEERING rH. "I, 5930 Cornerstone Court vV Su;te iCC Sn.r. Diego. CA 92121-3772 D.';o.-,s;:8S8.535.9ill • fax 858.535.1989 • www.lovelscseng.cc - /ID Development Services Department Inspection Services Division 9601 Ridgehaven Court, Suite 220 San Diego, CA 92123 • (858) 492-5070 Page Circuit Card (Primary) 1 of THE Crrv OF SAN DIE«> Wa" I030) DOl-f 111 TOT inspection THIS CARD MUST BE FILL! ROUGH INSPECTION. USB THAN EIGHT (8) GENERAL ED OUT AND AyAILABLE-QN Tt 'SUm^MEfRAUmtCUrrCJIijSE'ciRcunrs TOME^SEEJU PERMIT/APPROVALNp. X' JOB ADDRESS (Print Number, StreeFl 1 — -i / <c7 f~) \ , a J\lbYt ^\ac\L^o\ IE JOB STTE If* THE JtD(S) FOR MORE EVERSESIDE. PLAN FILE/PROJECT NO. ^\^^ tene^JJnitNa) ^______— - Ci itt^0^ W , M- 1AUTv CIRCUIT NO. 1 Breaker Size; 15 A •ROOMS Bedroom #1 Hall Bedroom #2 Bedroom #3 Garage WireSize: 14G T C 1 2 1 1 w R 2 1 4 © 1 S 2 1 1 (D 1 CIRCUIT NO. 2 BraatarSize: 20 A •ROOMS Kitchen Kitchen fining Room Breakfast Nook WireSize: 126 ^C w R ® 1 1 1 S 1 . * Name of each Room where devices are located. 2. List old and new devices on same circuit-marking old devices thus CD 3. Use circuit spaces below for general light and small appliance circuits only. 4. San Diego Electrical Policy limits current consuming devices to a maximum of 1 5 per general use circuit and 4 per small appliance (20 amp.) circuit. 5. AD circuit breakers to be permanently labeled at all service and feeder pane dead fronts. T* Device Tail C » Ceiling Light W = Wall Bracket Light R = Convenience Receptacle S = Switch (Use actual numbers 1,2,3... to identity amounts of each device type). CIRCUIT NO. I Breaker Size: A •ROOMS £>€l(fGn*\ 1-kf.l SMt»fe'> Gu-4-i^ / \~. /"JfaSeA- 0iCiii^trtHH" WireSize: G T|C Wft T/ w 1 R 7 1 s ^ f ciRCurr NO. ^ Breaker Size:^L(J> A •ROOMS {.C'Atiby \nO WireSize: (^ G T C w R 1"V- s CIRCUIT NO. Breaker Size: A •ROOMS WireSize: G T C w R s CIRCUIT NO. Breaker Size: A •ROOMS Wire Size: G T c w R s CIRCUIT NO. oi Breaker Size: A •ROOMS L'.NJ \ 1^ °\ $->firfl/\ WireSize: G T C ^«! W ol f R 7 S 72» CIRCUIT NO. V- BreakerSize 2£)A •ROOMS 'K.Ai/fi ^F3T WireSize: T c w "3, G R I s CIRCUIT HO. Breaker Size: A •ROOMS MreSize: G T c w R s CIRCUIT NO. Breaker Size: A •ROOMS WireSize: G T c w R s Fill! Use remark .SERVICE (Main) FEEDER*!(Subpanel) FEEDER #2 (Subpanel) COMPACTOR COOKTOP DISHWASHER DISPOSAL MICROWAVE OVEN RANGE DRYER LAUNDRY WATER HEATER A/C HEATING s as necessary to describe work NAME PLATE AMPS-KW P«o ^0 ?>o •9^0 "33) WIRESIZE AL CU ©O' \^ IO ft IP BREAKER SIZE (AMPS) 3-^G Sin 3<D io *^O REMARKS: Computed Load: AMPS AFCI Protected Circuits (fist locations): 'f^e:<^ \TOCt AA GFCI Protected Circuits (fist locations): /Vx»n-W «>of^"Je O^tMi Service Bond/Ground information' (a) D New(/) OR (^Existing (S) (b) Bond/Ground Wire(s): Sizefs) Jrjtf (c) Location of Cold Water Be Tvoe (^ D AL OR fefCU nd Clamp" ("fc ^/i. Lit / idl Location of Ground Clamo: p^M^( 1 certify that the ab and that all termina Comoanv Name (Print): \ Electrician/Owner Name(Prin1 ove informatjon is accurate and complete ittons ate properly tocqued. tv tfJ6 W^l \^(^ If Electrician/Owner Signature: ^ <H~ l/df/^L^~ -. California Electrician Certifiestirtn Mi imhor- n 0 £7x < J (j C/ y>^ Date: ^ -l&K) & This information is available in alternative formats upon request DS-1 779 (Ran 2-03) EsGil Corporation In (Partnership with government for building Safety DATE: DEC. 22, 2009 JURIS, JURISDICTION: CARLSBAD ^Q-PtXNIREVIEWER a FILE PLAN CHECK NO.: CBO9-1958 SET: II PROJECT ADDRESS: 1768 BLACKBIRD CIRCLE PROJECT NAME: SFR ADDITION & REMODEL FOR LAHARGOUE 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 building 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 Corporation 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: TERRY MONTELLO 4715 60™ ST., S.D., CA 92115 XI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: TERRY Telephone #: 1-619-994-5557 Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: ALI SADRE Enclosures: EsGil Corporation D GA D MB D EJ D PC 12/21 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (Partnership with (government for (RuitdinQ Safety DATE: NOV. 3O, 2009 JURjj JURISDICTION: CARLSBAD Q PLAN REVIEWER U FILE PLAN CHECK NO.: CB09-1958 SET: I PROJECT ADDRESS: 1768 BLACKBIRD CIRCLE PROJECT NAME SFR ADDITION & REMODEL FOR LAHARGOUE 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 building 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. . X3 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation 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. XI The applicant's copy of the check list has been sent to: TERRY MONTELLO 4715 60™ ST., S.D., CA 92115 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted: TERRY Telephone #: 1-619-994-5557 Date contacted: /£.// /6f (by^J) Fax #'-(,14-33,01 ~O Q < MailvX Telephone Fax./ In Person REMARKS: By: ALI SADRE Enclosures: EsGil Corporation D GA D MB D EJ D PC 11/23 9320 Chesapeake Drive, Suite 208 *• San Diego, California 92123 4- (858)560-1468 + Fax (858) 560-1576 CARLSBAD CBO9-1958 NOV. 3O, 20O9 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: CBO9-1958 JURISDICTION: CARLSBAD PROJECT ADDRESS: 1768 BLACKBIRD CIRCLE FLOOR AREA: ADDITION: 1ST LEVEL = 408; 2ND LEVEL = 139; STORIES: TWO REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 11/20 DATE INITIAL PLAN REVIEW COMPLETED: NOV. 30, 2OO9 HEIGHT: 23' DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/23 PLAN REVIEWER: ALI SADRE 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 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 2007 edition of the California Building Code (Title 24), which adopts the following model codes: 2006 IBC, 2006 UPC, 2006 UMCand 2005 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 2006 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 CBO9-1958 NOV. 3O, 2OO9 PLANS • The following note should be given with each correction list: Please make all corrections, as requested in the correction list. Submit three new complete sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 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 forrouting to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. A reminder that all sheets of plans need to be signed by the project drafts person. (California Business and Professions Code). 2. Provide a statement on the Title Sheet of the plans, stating that this project shall comply with the 2007 California Building Code, which adopts the 2006 IBC, 2006 :UMC, 2006 UPC and the 2005 NEC. Please revise the note under SITE PLAN title, "Code Compliance" note, on Sheet A1, accordingly. 3. Walls assemblies separating units in a duplex shall be of one-hour fire resistive construction. Provide details of the assemblies. Section 419.2. 4. Provide a note on the plans stating: "Penetrations of fire-resistive walls shall be protected as required in IBC Section 712." 5. Walls separating units in a duplex shall have a sound transmission class (STC) of not less than 50. CBC Section 1207.3. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 6. City to approve a 2nd unit addition to this project as proposed. 7. For duplexes only: The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". CBC Section 1207.11.4. CARLSBAD CBO9-1958 NOV. 3O, 2OO9 8. For duplexes only: If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of 45 dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. CBC Section 1207.11.4. 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.3 (see exceptions): a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors. • STRUCTURAL 10. Specify on the foundation plan or structural specifications sheet the assumed soil : " 'Classification and the soils expansion index of the foundation. I.e., 1000 psf. Section A! 06.1.1. 11. The following design loads shall be clearly indicated on plans. (Section 1603.1) • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. • Roof live load. Each roof live load used should be indicated. • Wind load. The following information should,be provided, (Section 1603.1.4) ..... :..;,. ;..; o.;.: Wind importance factor, I, and building category..... o Applicable internal pressure coefficient '" ' b Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional • Seismic design data. The following shalt be noted on plans. (Sec. 1603.1.5) o Seismic importance factor, IE and occupancy category .. o Mapped spectral response accelerations 83 and ST o Site class o Spectral response coefficients SDs and SD1 o Basic seismic-force-resisting system(s) : o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. CARLSBAD CBO9-1958 NOV. 3O, 2009 25. 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 .Q No Q 26. The jurisdiction has contracted with Esgil Corporation 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 ALI SADRE at Esgil Corporation. Thank you. CARLSBAD CBO9-1958 NOV. 3O, 20O9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE PLAN CHECK NO.: CBO9-1958 DATE: NOV. 30, 2009 BUILDING ADDRESS: 1768 BLACKBIRD CIRCLE BUILDING OCCUPANCY: R3/U TYPE OF CONSTRUCTION: VB BUILDING PORTION LIVING ADD. 1STLEVEL 2ND LEVEL Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 408 139 CB Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) ..UUW '^Sft^OO $418.43" Plan Check Fee by Ordinance J*J Type of Revifew: W Complete Review f~ Repetitive Fee Repeats P Other P- Hourly EsGil Fee F Structural Only $271.98 $234.32 Comments: Sheet 1 of 1 macvalue.doc + City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST / 7/7 AT-DATE: BUILDING ADDRESS: _ PROJECT DESCRIPTION: __ ASSESSOR'S PARCEL NUMBER: "7 / J' PLANCHECK NO.://QB/PC C 0~7 EST. VALUE: ENGINEERING DEPARTMEf APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please /see the^ attached list of outstanding issues markeq withi D. .make necessary corrections to plans or specificatjeftsfbr compliance with applicable codes an&slandards, Submit corrected plans and/or specifications to the/Building Dept. for resubmittal to the Engineering Djspt. Only the applicable sheets haveJ Date: By: By: By: Date: Date: Date: By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:. ""01Date: D D D D D D D ATTACHMENTS Engineering Application Dedication Checklist Improvement Checklist Neighborhood Improvement Agreement Grading Submittal Checklist Right-of-Way Permit Application and Info Sheet Storm Water Applicability Checklist/Storm Water Compliance Exemption Form ENGINEERING DEPT. CONTACT PERSON Name: Address: Phone: KATHLEEN M. LAWRENCE City of Carlsbad 1635 Faraday Avenue, Carlsbad, CA 92008 (760) 602-2741 NOTE: If there are retaining walls associated with your project, please check with the Building Department if these walls need to be pulled by separate RETAINING WALL PERMIT. 1635 Faraday Avenue • Carlsbad, CA 920O8-T314 • (760) 602-2720 - FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Existing & Proposed Structures Ex\slmg Street Improvements Property Lines (show all dimensioris) Easements D D Right-of-Way Width & Adj Streets riveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service Submit on signed approved plans DWG No. D D 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description/Lot Number For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE ..ST pND «RD D D D 4a. Project does not comply with the following Engineering Conditions of approval for Project No. CH 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 17.000 . pursuant to Carlsbad Municipal Code Section 18.40.030. For single family residence, easement dedication will be completed by the City of Carlsbad, cost $605.00. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Yi x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 82.000 pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS ^ST 2ND 3RD D D D 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA 92011, (760) 438-3941, Fax (760) 476-9852. STORM WATER COMPLIANCE D D 10a. ^Requires Tier 1 Storm Water Pollution Prevention Plan ^~~ attached form and return (PSP/SW &-) D Exempt - Please complete attached exemption form STORM WATER APPLICABILITY CHECKLIST D D D 10b. D Priority Project D Not required FEES IH [H CD 11. D Required fees are attached D Drainage Fee Applicable Added Square Fee Added Square Footage in last two years? yes no Permit No. Permit No. Project Built after 1980 yes no Impervious surface > 50% yes no Impact unconstructed fac. yes no D Fire Sprinklers required yes no (is addition over 150' from CL) Upgrade yes no D No fees required (BD 1o o COa. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB091958 Address 1768 BLACKBIRD CR Planner GINA RUIZ Phone (760) 602- 4675 APN: 215-602-07-00 Type of Project & Use: SFR ADDITION Net Project Density: DU/AC Zoning: P-C General Plan: RLM Facilities Management Zone: 19 CFD (in/out) #_Date of participation:IN 5/7/1991 Remaining net dev acres:_ Circle One (For non-residential development: Type of land used created by this permit: Legend: ^ Item Complete Environmental Review Required: DATE OF COMPLETION: Item Incomplete - Needs your action YES n NO M TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: YES D NO IE! TYPEC] Discretionary Action Required: APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: D Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES JE1 NO Q CA Coastal Commission Authority? YES EH NO JE1 If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): EXEMPT D Habitat Management Plan Data Entry Completed? YES D NO IEl If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) CD Inclusionary Housing Fee required: YES d NO ^ (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES D NO Q (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 Site Plan: [x] D D D D D D n n n D an a a Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES Q NO [3 2. Project complies: YES D NOQ Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 20^ Shown 25' Required 6.1' Shown 6.1'& 7' Required N/A Shown N/A Required HI Shown 102' Required N/A Shown N/A 2. Accessory structure setbacks: Front: Interior Side: Street Side: Rear: Structure separation: 3. Lot Coverage: 4. Height: Required Required Required Required Required Shown Shown Shown Shown Shown Required 40% OR LESS Shown LESS THAN 40% Required 30' MAX Shown 29' 5. Parking:Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown £3 D D Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GR DATE 11/20/09 H:\ADMIN\Template\Building Plancheck Review Checklist.doc Rev 4/08 LOVELACE ENGINEERING Structural Engineering Services STRUCTURAL CALCULATIONS DATE:DECEMBER 16, 2009 PROJECT: CLIENT: JOB: LAHARGOUE ADDITION 1768 BLACKBIRD CIRCLE CARLSBAD, CA 92011 MARROKAL CONSTRUCTION 9842 RIVER STREET LAKESIDE, CA 92040 J09374 NOTE: THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE 5130 CocBeaJBneTourt W. Suite 100^an Diego, CA 92121-3772 LOVELACE JOB_ENGINEERING / Structural Engineering Services .... _ . CALCULATED BY KV.^1. DATE \~Z,/ \5930 Cornerstone Court W. Suite 100 f— San Diego, CA 92121-3772 CHECKED BY DATE, phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com SCALE TABLE OF CONTENTS SUBJECT SHEET DESIGN CRITERIA "Z> DESIGN LOADS ^ VERTICAL ANALYSIS/DESIGN M LATERAL ANALYSIS/DESIGN Jo FOUNDATIONS / RETAINING WALLS |ft STRUCTURAL NOTES / SCHEDULES / DETAILS (WHERE APPLICABLE; ~~ LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE GOVERNING COPE: CONCRETE; MASONRY: MORTAR: GROUT: REINFORCING STEEL DESIGN CRITERIA IBC 2006 / CBC01 F'c = 250iZ> psf, NO SPECIAL INSPECTION REQ'D. CU.N.OJ MEDIUM WEIGHT, ASTM C30, F'm= 1500 psf, SPECIAL INSPECTION REO-'D ASTM C210, F'c = IS00 psf, TYPE S ASTM C4~I6, F'c = 2000 psf ASTM A6I5, Fy = 40ksf FOR * 4 AND SMALLER ASTM A615, Fy= &0ksi FOR * 5 AND LARGER CU.N.OJ STRUCTURAL STEEL: ASTM A512, Fy= 50 ksf CSTEEL SHAPES; U.N.O. ASTM A500, GRADE B, Fy= 46k.sf CSTRUCTURAL TUBE; ASTM A53, GRADE B, Fy= 35ksi CSTRUCTURAL PIPE; ASTM A3&, Fy= 36 ksf CPLATES; BOLTING: WELDING: SANN LUMBER: GLULAMS- SOlL: A301, SINGLE PLATE SHEAR CONN. A325-N, A430-N HIGH STRENGTH, SINGLE PLATE SHEAR CONN. E10XX SERES-TYP., E90 SERIES FOR Afc!5 GRADE 60 REBAR SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION. DOUGLAS FIR LARCH, ALLOWABLE STRESSES PER 2005 NDS DOUGLAS FIR LARCH 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-V3 FOR CANTILEVER CONDITION ALLOWABLE BEARING PRESSURE = )gOP psf ACTIVE SOIL PRESSURE = ACTIVE SOIL PRESSURE CRESTRAINED; = PASSIVE SOIL PRESSURE = SOIL DENSITY = COEFFICIENT OF FRICTION = pcf pcf EXISTING NATURAL SOIL PER IBC TABLE 1804.2 SOILS REPORT BY: PROJECT NUMBER-- DATED; SOIL CLASSIFICATION: LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com JOB SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE _ DATE DESIGN LOADS ROOF DEAD ROOFING ( t SHEATHING TlUs- RAFTER/CEILING JOIST5 OR TRUSSES INSULATION DRTWALL OTHER CELEC., MECH., MISC.; TOTAL DEAD LOAD: LIVE LOAD: CROOF USE PER IBC TABLE TOTAL LOAD-. FLOOR jo.o 1.5 3.5 1.5 2.5 1.0 "Zt».0psf 2.0-0 Ho. 0 psf DECK/OTHER DEAD LOAD: FLOORING f ; 4.0 psf -0 psf LT. WEIGHT CONCRETE -.0 -0 SHEATHING 2.0 2.0 JOISTS 3.5 3.5 DRTWALL 2.5 2.5 OTHER CELEC., MECH., MISCJ 2.0 .0 TOTAL DEAD LOAD: H .0 psf .0 psf LIVE LOAD: PRESIDENTIAL USE PER BC TABLE 1601.1; 40.0 psF .0 psf TOTAL LOAD - £.H.0p&F .0 psf EXTERIOR WALL STUDS 1.0 psf DRTWALL 2.5 INSULATION 1.5 EXTERIOR FINISH C^-TOd/Lo ; \0.0 OTHER CM ISC J 1.0 TOTAL LOAD. it? .0 psf INTERIOR WALL STUDS 1.0 psf DRTWALL 5.0 OTHER (MISCJ 1.0 TOTAL LOAD•. 1.0 psf LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com JOB_— > SHEET NO.4 CALCULATED BY_ CHECKED BY SCALE OF DATE _ DATE VERTICAL ANALYSIS / DESIGN LEVEL: Koof1 /df-VUlMk MEMBERS: B£AV\6 MARK; fisB-l SPAN= & FT. g] UNIFORM LOAP H2 = = PLF W3 = = PLF Pl= = LBS P2 = = LBS R|= = LBS Rr = = LBS Vrnax= = Joftc? LBS Mmax= = "2-IV?o FT-LBS lrecj = _^_^£_ IN4 USE: ^xA£> *"2- OR MARK; _gji^ SPAN= IP FT. D UNIFORM LOAP Wl= ^(j^/r^) = 118 PLF W2= = PLF W\ W3= = PLF ' ___ t* ^Pl= = LBS P2= = LBS ^ ' j- Rl= = OjS^ LBS Rr= = ^-Z-1 LBS Vmax= = kS'l LBS Mmax= = \-Z--~lo FT-LBS !req= = z* IN4 USE: T*.\0 4t~C^ OR MARK; &£=L SPAN = »S.S FT. D UNIFORM LOAP Hl= = PLF W2= = PLF ,P1 H3= = PLF | Pl= ^S^tz^VloC^.^/^V-z^ = 1956 LBS T t P2= = LBS ,, _r y ,-vr v Rl= = LBS Rr= = LBS Vmax= = °\'ZC\ LBS Mmax= = t>"ZioO FT-LBS lreq= = ^S"3. IN4 USE; ^'/-z-xV/H P^>1- OR LOVELACE ENGINEERING Structural Engineering Services S930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com JOB_ SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE_ DATE LEVEL: RDt>f MEMBERS: rt&Abt.fLi) MARK, RlVA SPAN= Jc_ W2 = £_ FT. ffl UNIFORM LOAD = 3C» PLF PLF W3 = = PLF Pl =LBS P2 = = LBS Ri = Rr = Vmax = Mmax = req = LBS LBS = ^"7^ LBS = |^S^ FT-LBS = ~2^ IN4 USE: HA& £.-£, OR MARK: SPAN= Wl = FT. D UNIFORM LOAD PLF W2 = = PLF W3= = PLF Pl = P2 = LBS LBS Rl= = LBS Rr= = LBS "Vmax= Mmax = Ireq = USE: MARK; SPAN= LBS FT-LBS IN4 OR FT. PI UNIFORM LOAD Wl= = PLF N2 =PLF W3 = = PLF Pl = P2 = R! = LBS LBS LBS Rr= = LBS Ymax = Mmax = !req = USE: LBS FT-LBS IN4 OR LOVELACE ENGINEERING Structural Engineering Services PROJECT LAHARGOUE ADDITION CLIENT : JOB NO. : J09374 DATE 12/10/2009 PAGE : (a DESIGN BY: M.I. REVIEW BY: M.T.L INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8-2) The coefficient(ASCE Tab. 12.2.1) NEW ADDITION ONLY (IBC Tab.1604.5) Zip Code 92011 Err. Out of USA D (If no soil report, use D) 0.02C,= R =6.5 DESIGN SUMMARY Total base shear V = 0.12 W, (SD) = 0.09 W, (ASD) = Seismic design category Latitude: 35.523 Longitude: -95.496 Ss= 117.959 %g,Sms = S, = 44.428 %g , Sm1 = SDS = 0.809 g , SD1 = 0.461 g 1.213 0.691 SD,= 2 1 D 1.028 1.556 k, (SD) k, (ASD) W 10.0 ft 16 k k = 1.00 , (ASCE 12.8.3, pg 130) 2wxhk = 164 X= 0.75 , (ASCE Tab 12.8-2) Ta =C,(hn)X= 0.11 Sec, (ASCE 12.8.2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor No. Name Height ft Height Weight ft k Lateral force @. each level Fx Vx O. M. k k k-ft Diaphragm force IF, EM; Fpx k k k 1 Roof Ground 10.00 10.0 0.0 16 164 1.000 2.0 2.0 16 2.0 20 LOVEUACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #: Date: 12/10/09 *%&$,%&;;" \s* Seismic Diaphragm Input Loads -New Addition Only- -' : ~ > ©Roof Type Roof (flat) Roof (sloped) Roof Deck Walls (exterior) Walls (Interior) Total |iMiiiiafiS@!F|oo.r|S;|ij8ES!g^ Type Floor 1 Floor 2 Deck Lower Roof Walls (ext. blw.) Walls (int blw.) Walls (ext. abv.) Walls (int abv.) Total Dead Load (psf) 15.0 20.0 r 6.5 16.0 7.0 - Area (ft*) 150 375 - - 525 Length (ft) - - - 80 40 Plate Height (ft^j - - - 8.5 8.5 Weight (Ibs) 2250 7500 0 5440 1190 16380 Dead Load (psf) 0.0 0.0 0.0 0.0 0.0 0.0 - - - Area (ft*) - - - - 0 Length (ft) - - - - - - Plate Height (ft) - - - - 0.0 0.0 - - Weight (Ibs) 0 0 0 0 0 0 0 0 0 Seismic Analysis @ Ropti" rfff^ Story Load (LRFD) = Story Load (ASD) = Total Diaph. Area - Diaph. Load = 2.0 1.4 525 2.7 kips kips ft.2 psf * * * See next page for calculation of story load Story Load (LRFD) = Story Load (ASD) = Total Diaph. Area = Diaph. Load = kips kips ft.2 psf LOVELACE - ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #:of Date: 12/10/09 ,-%<••>, - Shearwall Design: >•" '-• - _ , , , _.-• Roof N-S Line: D,E Areas (sqft) Additional Load (Ibs) Wall Length (ft) Seismic Area 1 525 Rho= 1.0 Area 2 Gridline Load Offset (Blank=0) L1 7.00 Shear Wall Lengths L2 5.00 L3 4.00 L4 Vx = 2.7 psf Load = (Vx * T.A./2) = 700 Ibs Total Additional Load = 0 Ibs Total Load = 700 Ibs Redundancy = T.L.* Rho = 700 Ibs (3.5:1) Adj. Load = T.L.* (h/2L) = 744 Ibs Use: {?>Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL 'Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 7.00 306 8.5 16 50 2603 2734 N/A N/A 5.00 219 8.5 16 56 1859 1440 N/A N/A 4.00 175 8.5 •is 20 1488 749 N/A N/A : Total Length = 16.00 ft Shear (TL /L)= 46 plf ft Ibs ff> ft C psf Q>plf > Ibs O : ft O Ibs y ft '= ft-lbs C ft-lbs .2 —•"> % Ibs W Ibs No Holdowns Required Line: D,E Length (ft) Wind Wind Proj. = None Length Left = Wind Proj. = None Length Right = Vxl = 0.0 plf Vxr = 0.0 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 0 Ibs Additional Load (Ibs) Gridline Load Offset (Blank=0) Wall Length (ft) Use: {7) L1 7.00 Shear Wall Lengths L2 5.00 L3 4.00 L4 Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 7.00 0 8.5 16 50 0 2734 N/A N/A 5.00 0 8.5 16 56 0 1440 N/A N/A 4.00 0 8.5 16 20 0 749 N/A N/A Total Additional Load = 0 Ibs Total Load = 0 Ibs Total Length = 16.00 ft Shear (TL/L)= 0 plf ft Ibs ft psf plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs /6s No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #: Date: 12/10/09 •K '•?.' ; Shearwall Design: Roof E-W Line: • Areas (sqft) Additional Load (Ibs) Seismic Areal 200 Rho= 1.0 Area 2 Gridline Load Offset (Bi°ahk'=0) Wall Length (ft) L1 2.00 Shear Wall Lengths L2 2.00 L3 SEE PERFORATED SHEARWALL CALCS. ON NEXT PAGE Use: «i\ Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 2.00 133 8.5 16 1133 163 N/A N/A 2.00 133 8.5 16 1133 163 N/A N/A (3.5: Vx = 2.7 psf Load = (Vx * T.A./2) = 267 Ibs Total Additional Load = 0 Ibs Total Load = 267 Ibs Redundancy = T.L.* Rho = 267 Ibs 1 ) Adj. Load = T.L.* (h/2L) = 567 Ibs Total Length = 4.00 ft Shear (TL /L)= 142 plf ft Ibs lf) ft C psf 5 Plf > Ibs O : ft O Ibs Q ft •= ft-lbs C ft-lbs .2 Ibs ^* ibs OT Ibs No Holdowns Required Line: i Length (ft) Wind Wind PrpJ. = None Length Left = Wind Proj. = None Length Right = Vxl = 0.0 plf Vxr = 0.0 plf Load = (Vxl"AI/2) + (Vxr*Ar/2) = 0 Ibs Additional Load (Ibs) Wall Length (ft) Use: /T) Gridline Load Offset (Blank=6j L1 2.00 Shear Wall Lengths L2 2.00 L3 Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 2.00 0 8.5 16 0 163 N/A N/A 2.00 0 8.5 16 0 163 N/A N/A Total Additional Load = 0 Ibs Total Load = 0 Ibs Total Length = 4.00 ft Shear (TL / L) = 0 plf ft Ibs ft psf plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #: |Q of Date: 12/10/09 "t,frn ~K Segmented Shear Wall Analysis: Grid Line: - j '' IhDUt - Location 1 Height (ft)= 1.83 Width (tt) = 2.00 1 Shear Force (Ibs) = 2 3 6.67 3.00 3.00 Uniform DL To Resist O.T. (plf) = •> Output Left 4 - 2.00 136 567 Total 8.50 10.00 Force Transfer Around Opening (Door) SEAOC Design Manual Vol. II - Pg. 28-29 12341 ! i Right X 8508.50 v 10.00 Vertical shear forces above header | 293 293 Header strap force VMa,(lbs) L(197) || 480 480 (197) | Shear above header vMax(plf) I (98> I | 160 160 (98) | Horizontal force at door VMax (Ibs) L 284_J 284 | Shear at door VMax(plf) [ 142 |142 | Vertical shear force TMax (Ibs) | 482 | Max Shear = Header Strap = Overturning Force = 160 480 (130) plf Ibs. Ibs. 482 | LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet#: 1\of Date: 12/10/09 .^v-; V*TV, --•-• -. Shearwall Design: ,• :•-'•••.:•-• • ••-« >: Roof E-W Line: 2 Areas (sqft) Additional Load (Ibs) Wall Length (ft) Seismic Areal 350 Rho= 1-0 Area 2 Grldline Load "Offset (Biahk=0)" L1 2.50 ShearWall Lengths L2 Vx = 2.7 psf Load = (Vx * T.A./2) = 467 Ibs Total Additional Load = 0 Ibs Total Load = 467 Ibs Redundancy = T.L.* Rho = 467 Ibs (3.5:1) Adj. Load = T.L.*(h/2L)= 793 Ibs Use: f~2\Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL 'Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: Use Holdown #: Line: 2 Length (ft) 2.50 467 8.5 16 3967 255 1485 1485 Total Length = 2.50 ft Shear (TL / L) = 317 plf ft Ibs u> ft C PSf flj plf > Ibs O : ft O Ibs o ft *£ ft-lbs t ft-lbs ._ Ibs ® Ibs W Ibs pj~| Per Holdown Schedule Wind Wind Proj. = None Length Left = Wind Proj. = None Length Right = Vxl = 0.0 plf Vxr = 0.0 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 0 Ibs Additional Load (Ibs) Wall Length (ft) USB: {?>I Overturning Calculation IGridline Load Offset (Biahk=6) L1 2.50 Shear Wall Lengths L2 Per Shearwall Schedule (min. req'd) Shearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 2.50 0 8.5 16 0 255 N/A N/A Total Additional Load = 0 Ibs Total Load - 0 Ibs Total Length = 2.50 ft Shear (TL/L)= 0 plf ft Ibs ft psf Plf Ibs ft Ibs ft ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Requ red LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #: Date: 12/10/09 -"-",'-;-;•;:*/"•.' Shearwall Design: --; ~ -.:• -'-,"^-.v Roof E-W Line: 3 Areas (sqft) Additional Load (Ibs) Wall Length (ft) Seismic Areal 300 Rho= 1.0 Area 2 Gridline Load Offset (Blank=0) L1 2.00 Shear Wall Lengths L2 2.00 L3 2.00 L4 Vx = 2.7 psf Load = (Vx * T.A./2) = 400 Ibs Total Additional Load = 0 Ibs Total Load = 400 Ibs Redundancy = T.L.* Rho = 400 Ibs (3.5:1 ) Adj. Load = T.L.* (h/2L) = 850 Ibs SEE PERFORATED SHEARWALL CALCS. ON NEXT PAGE Use: i 1 \ Per Shearwall Schedule (min. req'd)Overturning Calculation IShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): POL Start-PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 2.00 133 8.5 7 1133 71 N/A N/A 2.00 133 8.5 7 1133 71 N/A N/A 2.00 133 8.5 7 1133 71 N/A N/A Total Length = 6.00 ft Shear (TL/L) = 142 plf ft Ibs w ft Cpsf <5 Pif > Ibs O ': ft O Ibs y ft '= ft-"* C ft-lbs .52 Ibs ,® Ibs W Ibs No Holdowns Required Line: 3 Length (ft) Wind Wind Proj. = None Length Left = Wind Proj. = None Length Right = Vxl = 0.0 plf Vxr = 0.0 plf Load = (Vxl*AI/2) + (Vxr-Ar/2) = 0 Ibs Additional Load (Ibs) Wall Length (ft) Use: {7) Gridline Load Offset (Blank=0) L1 2.00 Shear Wall Lengths L2 2.00 L3 2.00 L4 Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Tote/ Uplift: 2.00 6 8.5 7 0 71 N/A N/A 2.00 0 8.5 7 0 71 N/A N/A 2.00 0 8.5 7 0 71 N/A N/A Total Additional Load = 0 Ibs Total Load = 0 Ibs Total Length = 6.00 ft Shear (TL / L) = 0 plf ft Ibs ft psf plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #:of Date: 12/10/09 • Segmented Shear Wall Analysis: Force Transfer Around Opening^Door).: ; Grid Line: SEAOC Design Manual Vol. II - Pg. 28-29 Floor V Input; Location Height (ft) = Width (ft) = 1 1.83 2.00 Shear Force (Ibs) = 2 6.67 2.25 3 . 2.25 Uniform DL To Resist O.T. (plf) = 4 - 2.00 56 567 Total 8.50 8.50 8.50 8.50 ; Output 'I- Left Right Vertical shear forces above header | 345 | [345 | Header strap force VMa,(lbs) | (140)| 424 | [424 |(140) | Shear above header VMax (Plf) | (70) I | 188 [ [188 |(70) | Horizontal force at door VMax (Ibs) | 284 I 284 | Shear at door Vwax (Plf) | 142 j 142 | Vertical shear force TMax (Ibs) | 567 | Max Shear = Header Strap = Overturning Force = 188 plf 424 Ibs. 353 Ibs. 567 | LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #:of Date: 12/10/09 •--".,.-••,-.* .' Shearwall Design: ~~"-_: --•. * •' ' - ~~ v Roof E-W Line: 4 Areas (sqft) Additional Load (Ibs) Wall Length (ft) Seismic Areal 185 Rho= 1.0 Area 2 Gridline Load Offset (Blank=0) L1 3.00 ShearWall Lengths L2 3.00 L3 • Vx = 2.7 psf Load = (Vx * T.A./2) = 247 Ibs Total Additional Load = 0 Ibs Total Load = 247 Ibs Redundancy = T.L.* Rho = 247 Ibs (3.5:1) Adj. Load = T.L.* (h/2L) = 349 Ibs Use: {?>Overturning Calculation |Per Shearwall Schedule (mm. req'd) Shearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 3.00 123 8.5 16 1048 367 N/A N/A 3.00 123 8.5 16 1048 367 N/A N/A Total Length = 6.00 ft Shear (TL/L)= 58 plf ft Ibs „, ft C P^ fl) plf > Ibs O : ft O Ibs Q ft '= ft-lbs =ft-ibs .£2 ib. « Ibs OT Ibs No Holdowns Required Line: 4 Length (ft) Wind Wind Prok= None Length Left = Wind Proj. = None Length Right = Vxl = 0.0 plf Vxr = 0.0 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 0 Ibs Additional Load (Ibs) Gridline Load "Offser(Biank=oy Wall Length (ft) Use: ^7} L1 3.00 Shear Wall Lengths L2 3.00 L3 Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 3.00 0 8.5 16 0 367 N/A N/A 3.00 0 8.5 16 0 367 N/A N/A Total Additional Load = 0 Ibs Total Load = 0 Ibs Total Length = 6.00 ft Shear (TL /L)= 0 plf ft Ibs ft psf plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #: Date: 12/10/09 jpfp^^frfftf".- ;- "- '•- , ' Sei; * • *•?,-- @ Roof Type Roof (flat) Roof (sloped) Roof Deck Walls (exterior) Walls (interior) Total Type Floor 1 Floor 2 Deck Lower Roof Walls (ext. blw.) Walls (int blw.) Walls (ext. abv.) Walls (int abv.) Total smiGBiapfir Dead Load (psf) 0.0 20.0 0.0 I 16.0 7.0 - Dead Load (psf) 15.0 6.6 0.0 20.0 16.0 7.0 - - - agmilfipiiitlt Area (ft2) 1850 - - 1850 Area (ft') 1480 810 - - - - 2290 oadsSlfllntiF' Length (ft) - - - 180 150 Length (ft) - - - - 230 200 - - SiMSuse Plate Height (ft) - - - 8.0 8.0 Plate Height (ft) - - - - 9.0 9.0 - - .- ' Weight (Ibs) 0 37000 0 I 11520 4200 52720 Weight (Ibs) 22200 0 0 16266 16560 6300 11520 4200 76980 :, <=- Seismic Analysis , #*|iS'feSfc>*eROOf-£*;-J«-** *< Story Load (LRFD) = Story Load (ASD) = Total Diaph. Area = Diaph. Load = 9.5 kips 6.65 kips 1850 ft.2 3.6 psf * * * See next page for calculation of story load ^~,^«f4t@.Floorj -„ i Story Load (LRFD) = Story Load (ASD) = Total Dlaph. Area = Diaph. Load = 6.6 kips 4.62 kips 2290 ft.2 2.0 psf B" LOVELACE ENGINEERING Struclural Engineering Services PROJECT LAHARGOUE ADDITION PAGE : | Ic CLIENT: DESIGN BY : M.I. JOB NO. : J09374 DATE: 12/10/2009 REVIEW BY: M.T.L iiiiiPiiiPii^^ ENTIRE HOUSE INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8-2) The coefficient(ASCE Tab. 12.2.1) hn = W Level Level Floor to floor No. Name Height ft 2 Roof 11.00 1 2nd 10.00 Ground DESIGN SUMMARY h = ft Total base shear wx= k V 0.12 W, (SD) = 16 k, (SD) n = 2 = 0.09 W, (ASD) = 12 k, (ASD) l= 1 (iBCTab.1604.5) Seismic design category = D Zip Code 92011 Err. Out of USA Latitude: 35.523 D (If no soil report, use D) Longitude: -95.496 C, = 0.02 Ss= 117.959 %g,Sms= 1.213 g , Fa = 1.028 R= 6.5 B! = 44.428 %g , Sm1 = 0.691 g, Fv= 1.556 SDS = 0.809 g , Sm = 0.461 g 21.0 ft k= 1.00 , (ASCE 12.8.3, pg 130) X= 0.75 , (ASCE Tab 12.8-2) 130 k Zwxhk = 1,877 Ta=C,(hn)x= 0.20 Sec, (ASCE 12.8.2.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Height Weight Lateral force @ each level Diaphragm force hx wx wxhxk C«, Fx Vx O.M. ZF, EW, Fpx ft k k k k-ft k k k 21.0 53 1,107 0.590 9.5 9.5 53 10 9.5 10.0 77 770 0.410 6.6 105 16.1 130 12 16.1 0.0 266 LOVELACE ENGINEERING Structural Engineering Services Job # (Name): J09374 Calculated By: M.I. Sheet #: Date: 12/10/09 v^ife&^v-;:™ ', -" Shearwall Design: ' •• ~ • '• . "" " -"iv'-s-r Floor N-S Line: A,B,C Areas (sqft) Additional Load / Load from Above (Ibs) Seismic Areal 635 Rho= 1.0 Area 2 Gridline Load Offset (Blank=0) C 3325 •---- Wall Length (ft) Use: /7> L1 13.00 Shear Wall Lengths L2 10.00 L3 Per Shearwall Schedule (min. req'd)Overturning CalculationShearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Load (PDL): PDL Start:PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: Use Holdown #: Line: \,B,(. Length (ft) 13.00 2241 9 7 20173 3194 1306 1306 10.00 1724 9 16 15517 4320 1120 1120 Vx ~ 20 psf Load = (Vx * T.A./2) = 641 Ibs Total Additional Load = 3325 Ibs Total Load = 3966 Ibs Redundancy = T.L.* Rho = 3966 Ibs Total Length = 23.00 ft Shear (71 / L) = 172 plf ft Ibs 0) ft C Pst 0) plf > Ibs O ':' ft O Ibs y ft "= ft-lbs C ft-lbs .12 Ibs ® Ibs *" Ibs | 1 | | 1 J Per Holdown Schedule Wind Wind Proj. = None Length Left = Wind Proj. = None Length Right = Vxl = 0.0 plf Vxr = 0.0 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 0 Ibs Additional Load / Load from Above (Ibs) Wall Length (ft) Use: {]}I Overturning Calculation 1Gridline Load Offset (Blank=0) ------ L1 13.00 Shear Wall Lengths L2 10.00 L3 Per Shearwall Schedule (min. req'd) Shearwall Length: Shear Load: Wall Height: Wall Weight: Tributary Dead Load: Partial Tributary Dead Lo PDL Start: ad (PDL): PDL End: Concentrated Dead Load (CDL): CDL Moment Arm: OT Moment: Resisting Moment (.6DL): Uplift: Uplift from Above: Total Uplift: 13.00 0 9 7 0 3194 N/A N/A 10.00 0 9 16 0 4320 N/A N/A Total Additional Load = 0 Ibs Total Load = 0 Ibs Total Length = 23.00 ft Shear (TL/L)= 0 plf ft Ibs ft psf plf Ibs : ft Ibs ft ft-lbs ft-lbs Ibs Ibs Ibs No Holdowns Required LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W. Suite 100 San Diego, CA 92121-3772 phone 858.535.9111 • fax 858.535.1989 • www.lovelaceeng.com JOB_ CALCULATED BY CHECKED BY OF DATE _ DATE FOUNDATION DESIGN ALLOWABLE BEARING PRESSURE, q=4SOo_PSF fPER DESIGN CRITERIA; CONTINUOUS PERIMETER 4 BEARING WALL FOOTINGS: LOCATION, A\j^ AFK\ W,= = PLF WIDTH REQ'D = CH,/q x 12; = = IN USE: VZ. " WlDE X l-z, " DEEP NlTM -7. * M TOP 4 BOTTOM LOCATION: W, = = PLF WIDTH REQ'D = CW,/q x 12; = = IN USE: " WIDE X " DEEP WITH » TOP 4 BOTTOM LOCATION: W, = = PLF WIDTH REO'D= CW,/q x \2) = = IN USE: " WlDE X " DEEP WITH * TOP 4 BOTTOM ISOLATED SPREAD FOOTINGS: -? MARK; CF-i; P= = LBS Arsay = P/cf x 144= ..-• = SO IN USE; | | PER PAD FOOTING SCHEDULE MARK: (F-2) P= / = LBS Arsay = P/q x 144= / = SO IN USE: | PER PA-6 FOOTING SCHEDULE MARK: CF-3;/ P= /'' = LBS Arsqy = P/q x 144= = SO IN USE: PER PAD FOOTING SCHEDULE CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 1 Project Title Lahargoue Addition Date. . 11/18/09 22:25:16 Project Address 1768 Blackbird Circle ******* Carlsbad, CA *v7.10* | I Documentation Author... Nathaniel Eady ******* | Building Permit # I Eady & Associates I I 9920 Sunset Ave. Plan Check / Date | La Mesa, CA 91941 I I 619-867-8098 I Field Check/ Date | Climate Zone 07 Compliance Method MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. I MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM CF-1R I User#-MP1786 User-Eady & Associates Run-Lahargoue Addition | MICROPAS7 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = = (kTDV/sf-yr) Design Design Margin = = Space Heating 3.11 1.51 1.60 = Space Cooling 9.69 9.53 0.16 = Water Heating 40.18 33.21 6.97 Total 52.98 44.25 8.73 = *** Building complies with Computer Performance *** = GENERAL INFORMATION HERS Verification Not Required Conditioned Floor Area 408 sf Building Type Single Family Detached Construction Type Addition Alone Fuel Type NaturalGas Building Front Orientation. Front Facing 225 deg (SW) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type FullYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume 3468 cf Slab-On-Grade Area 408 sf Glazing Percentage 33 % of floor area Average Glazing U-factor... 0.4 Btu/hr-sf-F Average Glazing SHGC 0.4 Average Ceiling Height 8.5 ft CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 2 Project Title Lahargoue Addition Date. . 11/18/09 22:25:16 I MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM CF-1R | i User#-MP1786 User-Eady & Associates Run-Lahargoue Addition | BUILDING ZONE INFORMATION Floor # of # of Cond- Thermo- Vent Vent Verified Area Volume Dwell Peop- it- stat Height Area Leakage or Zone Type (sf) (cf) Units le ioned Type (ft) (sf) Housewrap HOUSE - Existing Residence 408 3468 1.00 4.0 Yes Setback 8.0 Standard No OPAQUE SURFACES U- Sheath- Solar Appendix Frame Area fact- Cavity ing Act Gains IV Location/ Surface Type (sf) or R-val R-val Azm Tilt Reference Comments HOUSE - Existing 1 Wall Wood 114 0.102 13 0 225 90 Yes IV.9 A3 2 Wall Wood 123 0.102 13 0 315 90 Yes IV.9 A3 3 Wall Wood 65 0.102 13 0 45 90 Yes IV.9 A3 4 Wall Wood 252 0.102 13 0 135 90 Yes IV.9 A3 5 Roof Wood 408 0.032 30 0 n/a 0 Yes IV.1 A7 FENESTRATION SURFACES Orientation Area U- Act (sf) factor SHGC Azm Tilt Exterior Shade Type Location/Comments HOUSE - Existing 1 Wind Front (SW) 2 Wind Back (NE) 3 Wind Right (SE) 18.0 0.400 0.400 225 90 40.0 0.400 0.400 45 90 76.7 0.400 0.400 135 90 OVERHANGS Standard FWALL/Vinyl/Wood Operabl Standard BWALL/Vinyl/Wood Operabl Standard RWALL/Vinyl/Wood Operabl Surface Window Overhang Area Left Right (sf) Width Height Depth Height Extension Extension HOUSE - Existing 1 Window 18.0 n/a 5.0 1.5 0.5 n/a n/a 2 Window 40.0 n/a 5.0 1.5 0.5 n/a n/a 3 Window 76.7 n/a 5.0 1.5 0.5 n/a n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 3 Project Title Lahargoue Addition Date..11/18/09 22:25:16 1 MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM CF-1R I User#-MP1786 User-Eady & Associates Run-Lahargoue Addition | SLAB SURFACES Area Slab Type (sf) HOUSE - Existing Standard Slab 408 HVAC SYSTEMS Verified Number Verified Verified Verified Verified Maximum System of Minimum Refrig Charge Adequate Fan Watt Cooling Type Systems Efficiency EER or TXV Airflow Draw Capacity HOUSE - Existing Furnace 1 0.780 AFUE n/a n/a n/a n/a n/a ACSplit 1 13.00 SEER No No No No No HVAC SIZING Verified Total Sensible Design Maximum Heating Cooling Cooling Cooling System Load Load Capacity Capacity Type (Btu/hr) (Btu/hr) (Btu/hr) (Btu/hr) HOUSE - Existing Furnace 7165 n/a n/a n/a ACSplit n/a 8566 9686 n/a Sizing Location SAN DIEGO AP Winter Outside Design 38 F Winter Inside Design 70 F Summer Outside Design 82 F Summer Inside Design 75 F Summer Range 13 F DUCT SYSTEMS Verified Verified Verified System Duct Duct Duct Surface Buried Type Location R-value Leakage Area Ducts HOUSE - Existing Furnace Attic R-4.2 No No No ACSplit Attic R-4.2 No No No CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R Page 4 Project Title Lahargoue Addition Date..11/18/09 22:25:16 I MICROPAS7 V7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM CF-1R | I User#-MP1786 User-Eady & Associates Run-Lahargoue Addition I WATER HEATING SYSTEMS Number Tank External Heater in Energy Size Insulation Tank Type Type Distribution Type System Factor (gal) R-value DHW - Existing 1 Storage Gas Standard 1 0.65 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL COMPUTER METHOD CF-1R • Page 5 Project Title Lahargoue Addition Date. . 11/18/09 22:25:16 I MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM CF-1R I User#-MP1786 User-Eady & Associates Run-Lahargoue Addition COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title-24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. DESIGNER or OWNER Name.... OWNER Company. Brian Lahargoue Address. 1768 Blackbird Circle Carlsbad, CA 92011 Phone... License. Signed. Name... Title. . Agency. Phone. . Signed. DOCUMENTATION AUTHOR Name.... Nathaniel Eady Company. Eady & Associates Address. 9920 Sunset Ave. La Mesa, CA 91941 Phone... 619-867-8098 Signed. (date)r (date) ENFORCEMENT AGENCY (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Page 1 Project Title Lahargoue Addition Date..11/18/09 22:25:16 Project Address 1768 Blackbird Circle ******* Carlsbad, CA *v7.10* | I Documentation Author... Nathaniel Eady ******* I Building Permit # I Eady & Associates I [ 9920 Sunset Ave. I Plan Check / Date I La Mesa, CA 91941 I ______^____ | 619-867-8098 I Field Check/ Date [ Climate Zone 07 Compliance Method MICROPAS7 v7.10 for 2005 Standards by Enercomp, Inc. I MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM MF-1R | I User#-MP1786 User-Eady & Associates Run-Lahargoue Addition | Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from the Certificate of Compliance supersede the items marked with an asterisk (*). When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES De- En- sign- force- n/a er ment *150(a): Minimum R-19 insulation in wood framed ceiling or equivalent U-factor in metal frame ceiling _xx_ 150(b) : Loose fill insulation manufacturer's labeled R-Value _XX_ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U-factor in metal frame walls (does not apply to exterior mass walls) _XX_ *150(d): Minimum R-13 raised floor insulation in framed floors or equivalent U-factor _xx_ 150 (e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory-built fireplaces have: a. Closeable metal or glass door covering the entire opening of the firebox _XX__ b. Outside air intake with damper and control, flue damper and control __XX_ 2. No continuous burning gas pilot lights allowed _XX_ 150(f): Air retarding wrap installed to comply with Sec. 151 meets requirements specified in ACM Residential Manual _XX_ 150(g): Vapor barriers mandatory in Climate Zones 14,16 only _XX_ 150(1): Slab edge insulation - water absorption rate for the insulation material without facings no greater than 0.3%, water vapor permeance rate no greater than 2.0 perm/inch _x^_ 118: Insulation specified or installed meets insulation quality standards. Indicate type and include CF-6R form __XX_ 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage _xx_ 2. Fenestration products (except field-fabricated) have MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Page 2 Project Title Lahargoue Addition Date..11/18/09 22:25:16 I MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM MF-1R I I User#-MP1786 User-Eady & Associates Run-Lahargoue Addition | label with certified U-factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification _xx_ ____ 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed XX SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES De- En- sign- force n/a er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission _xx_ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA _xx_ 150 (i): Setback thermostat on all applicable heating and/or cooling systems _xx_ 150 (j): Water system pipe and tank insulation and cooling systems line insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R12 or greater__XX__ 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 internal and indicated on the exterior of the tank showing the R-value _xx_ 3. The following piping is insulated according to Table 150-A/B or Equation 150-A Insulation Thickness: 1. First 5 feet of hot and cold water pipes closest to water heater tank, non-recirculating systems, and entire length of recirculating sections of hot water pipes shall be insulated to Table 150B _xx_ 2. Cooling system piping (suction, chilled water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A _xx_ 4. Steam hydronic heating systems or hot water systems >15 psi, meet requirements of Table 123-A _xx_ . 5. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance and wind _xx_ 6. Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space _xx_ ___ 7. Solar water-heating systems/collectors are certified by the Solar Rating and Certification Corporation _xx_ *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Page 3 Project Title Lahargoue Addition Date..11/18/09 22:25:16 MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program- FORM MF-1R User#-MP1786 User-Eady & Associates Run-Lahargoue Addition UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used _ _X 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts _ _ 3. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands _ _ 4 . Exhaust fan systems have back draft or automatic dampers _ _ 5. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers _ _ 6. Protection of Insulation. Insulation shall be protected from damage due to sunlight, moisture, equipment mainten- ance and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material _ _ 7 . Flexible ducts cannot have porous inner cores _ _ 114: Pool and Spa Heating Systems and Equipment 1. A thermal efficiency that complies with the Appliance Efficiency Regulations, on-off switch mounted outside of the heater, weatherproof operating instructions, no electric resistance heating and no pilot light __xx_ 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating b. Cover for outdoor pools or outdoor spas. _xx_ 3. Pool system has directional inlets and a circulation pump time switch _xx__ 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non-electrical cooking appliances with pilot < 150 Btu/hr) _xx_ 118 (i): Cool Roof material meets specified criteria XX RESIDENTIAL LIGHTING MEASURES De- En- sign- force n/a er ment 150(k)l: HIGH EFFICACY LUMINAIRES OTHER THAN OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, and do not contain a medium screw base socket (E24/E26). Ballast for lamps 13 watts or greater are electronic and have an output frequency no less than 20 kHz XX MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1R Page 4 Project Title Lahargoue Addition Date..11/18/09 22:25:16 MICROPAS7 v7.10 File-LAHARGOU Wth-CTZ07S05 Program-FORM MF-1R | I User#-MP1786 User-Eady & Associates Run-Lahargoue Addition ] 150(k)l: HIGH EFFICACY LUMINAIRES - OUTDOOR HID: contain only high efficacy lamps as outlined in Table 150-C, luminaire has factory installed HID ballast _____ __XX_ 150(k)2: Permanently installed luminaires in kitchens shall be high efficacy luminaires. Up to 50 percent of the wattage, as determined in Sec. 130(c), of permanently installed luminaires in kitchens may be in luminaires that are not high efficacy luminaires, provided that these luminaires are controlled by switches separate from those controlling the high efficacy luminaires _^X_ 150(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms, utility rooms shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) that does not turn on automatically or have an always on option _xx_ 150(k)4: Permanently installed luminaires located other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy luminaires (except closets less than 70 ft2), OR are controlled by a dimmer switch OR are controlled by an occupant sensor(s) that complies with Section 119(d) that does not turn on automatically or have an always on option _xx_ 150(k)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (1C) and are certified air tight to ASTM E283 and labeled as air tight (AT) to less than 2.0 CFM at 75 Pascals _xx_ 150(k)6: Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not in- cluding lighting around swimming pools/water features or other Article 680 locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) _xx_ 150(k)7: Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sec. 130, 132, and 147. Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Sec. 130, 131, and 146 _xx_ 150(k)8: Permanently installed lighting in the enclosed, non- dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires OR are controlled by an occupant sensor(s) certified to comply with Section 119(d) _XX CITY OF CARLSBAD CERTIFICATION OF SCHOOL FEES PAID B-34 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.ca rlsbadca.gov 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 Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type; Residential: LAHARGOUE ADDITION CB091958 1768 BLACKBIRD CR 215-602-07-00 BRIAN & ESTHER LAHARGOUE HABITABLE ADDITION SFD New Dwelling Unit(s) Square Feet of Living Area in New Dwelling Second Dwelling Unit:Square Feet of Living Area in SOU Residential Additions: 547 Net Square Feet New Area Commercial/Industrial: City Certification of Applicant Information: L DISTRICTS WITHIN THEJSITY OF CARLSBAD |2<3 Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) / \_\ Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) \~\ San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt, Only) FJ Encinitas Unfon School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) |~| San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) 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. Signature: B-34 Date:H IIP Page 1 of 2 Rev, 03/09 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)}**************************************************** it***************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED, SCHOOL DISTRICT: 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. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE WALTER FREEMAN ASSISTANT SUPERINTEND NAMF OF SCHOOI DISTRICT CARLSBAD UNIFIED SCHOOLDISTRICTNAME OF SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 DATE - 1Q PHONE NUMBER B-34 Page 2 of 2 Rev. 03/09 O Q Q C Q d, O <3 O 0 \^\AVIARA OAKS ELEMENTARY Q CARLSBAD UNIFIED SCHOOL DISTRICT [^PACIFIC RIM ELEMENTARY R ... Q/UWM OAKS MIDDLE SCHOOL [^CARLSBAD VILLAGE ACADEMY Q POINSETTIA ELEMENTARY HeCeipt NO. Q BUENA VISTA ELEMENTARY Q HOPE ELEMENTARY \ \PRESCHOOL \^CALAVERA HILLS ELEMENTARY Q JEFFERSON ELEMENTARY \ | VALLEY MIDDLE SCHOOL rj CALA VERA HILLS MIDDLE SCHOOL \^\KELLY ELEMENTARY FJ^OTHEff j | CARLSBAD HIGH SCHOOL \ | MAGNOLIA ELEMENTARY RECEIVED FROM: (If Applicable) PARENT OF_ PAYMENT FOR:0 ~ACCOUNT NUMBER AMOUNT MARROKAL CONSTRUCTION COMPANY GENERAL CONTRACTOR LIC. 593914 9842 RIVER ST. 619-441-9300 LAKESIDE, CA 92040 DATE PAY TO THEORDER OF_/U,i a f£\?\ CALIFORNIA BANK^TRUST I 9 I a- CAJON wncEkTHUSTV tO»CHUVe«*VEHue,ELC«JON,CAUF<HINIA>2021i C«rcon«ctl«XMOO«»o www<*KinUnut.com FOR- ED307H1 lll- / •" / '(/ 120307 90-3210/1222 202 $ \ //COLLARS Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat... Page 1 of 1 Department of Consumer Affairs *•<* Contractors State License Board Contractor's License Detail - License # 593914 *£&• DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. ••» CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. -> Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. ••» Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. » Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number: Business Information: Entity: Issue Date: Expire Date: License Status: Classifications: Bonding: Workers' Compensation: 593914 Extract Date: 01/04/2010 MARROKAL CONSTRUCTION COMPANY dba MARROKAL DESIGN AND REMODELING 9842 RIVER STREET LAKESIDE, CA 92040 Business Phone Number: (619) 441-9300 Corporation 05/16/1990 05/31/2010 This license is current and active. All information below should be reviewed. CLASS DESCRIPTION GENERAL BUILDING CONTRACTOR. CONTRACTOR'S BOND This license filed Contractor's Bond number 120723 in the amount of $12,500 with the bonding company AMERICAN eONTRACTORSINDEMNITY COMPANY. Effective Date: 01/01/2007 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) GARY LYNN MARROKAL certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 05/16/1990 This license has workers compensation insurance with the EVEREST NATIONAL INSURANCE COMPANY Policy Number: 7600000849091 Effective Date: 01/01/2009 Expire Date: 01/01/2010 Workers' Compensation History Personnel List I Salesperson List Conditions of Use | Privacy Policy Copyright © 2009 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 01/04/2010 CB091958 1768 BLACKBIRD CR LAHARGOUE: 139SF 2ND STORY ADD//408SF 1ST STORY ADD //MINOR INTERIOR J< Approved Building Planning Engineering Fire Date so/09 Bv Forms/Fees HazHealthAPCD Coininents Building Planning Engineering Fire Need? Application Complete? Fees Complete? By. -j