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HomeMy WebLinkAbout2157 CORTE ACEBO; ; CB091625; Permit1-0-14-2009 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: CB091625 Building Inspection Request Line (760) 602-2725 2157 CORTE ACEBO CBAD RESDNTL Sub Type: RAD Status: 2552601000 Lot#: 0 Applied: $7,164.00 Construction Type: NEW Entered By: Reference #: Plan Approved: 0 Structure Type: Issued: 0 Bathrooms: 0 Inspect Area: MATSUYOSHI RES- CREATE 162 SF Orig PC#: LOFT INFILL OVER EXISTING FAM ROOM, CONVERT Plan Check # EXISTING 126 SF LOFT TO BEDROOM Applicant: ERIC HEINZE 2501 JACARANDA AVE CARLSBAD 92009 7603102227 Owner: MATSUYOSHI BRYAN M&PEGGY K 2157 CORTE ACEBO CARLSBAD CA 92009 ISSUED 10/01/2009 LSM 10/14/2009 10/14/2009 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 $99.61 Meter Size $0.00 Add'l Reel. Water Con. Fee $64.75 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $1.00 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 $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00 Housing InLieu Fee $0.00 Housing Credit Fee Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees $1.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $24.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $210.36 Total Fees:$210.36 Total Payments To Date:$210.36 Balance Due:$0.00 PLANS IN STORAGE - ATTACHED 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. <C^1»:> Building Permit A vK^v^" 1635 Faraday Ave., Carlsba 1 ^5? CITY OF 760-602-2717/2718 /~ A D 1 CD A Pi Fax: 76°-602-85 CAKLbbAU www.carlsbadca., JOB ADDRESS __— — CT/PROJECT* LOT* PHASE* * OF UNITS # BEDROOMS .. ,.. Plan Check No. (L&O9 | <^>Abpplication d, CA 92008 Est. Value "? 1 W> <-f /2/19 ' __58 Plan Ck. Deposit Ctftf.*7-^ ^ Date /O]\jO9 <£&/O SUITE#/SPACE#/UNIT# APN # BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: Include Square Feet of Affected Areafs) U3FTIK) -f-it^L ^w^H tKJSTIMU FA^t L-V l2<3o/vA (Ly^L<^f=r ^MA^(^t5 E^i^T/KJU' LOPr |{MT£> n?^Ol^co<M iZ^o S^Fr /\LL- UJO^ k^ T^ ^£> UMTlrl )W E^X^TTK/^ fSJlL-C^fMU' t^VCTLOFE^ EXISTING USE PROPOSED USE GARAGE (SF) CONTACT NAME (tf Different Fom AppHcantk'^"^, .. . / — . i V-T- • /"" fr"^ / / J**t f~~~ / R 1 *^^ If ^ 0 ^_ ^ J \^sl *^^Jf 1 _> ADDRESS CmC/\tZ(J^>SLA£> STATE ^J/\ ^2CO°\ PHONE -^ FAX O/ '— r— / *~I EMAIL \J PROPERTY OWNER NAME - / /; . . ^-T^c^ (X c" / / / ADDRESS CITY STATE ZIP PHONE FAX EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. # PATIOS (SF) DECKS (SF) FIREPLACE AIR CONDITIONING FIRE SPRINKLERS YES D # NO D YES D NO D YES D NO O APPLICANT NAME ADDRESS CITY STATE ZIP PHONE FAX ^MAIL CONTRACTOR BUS. NAME ADDRESS CITY STATE ZIP PHONE FAX EMAIL STATE LIC.* f-f, & CLASS CITY BUS. LIC.#5>S»9-<^vf'c> i jLOOO^-f'O (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires 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 7000 of Division 3 of theBusiness 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 acivil penalty of not more than five hundred dollars ($500)). Workers' Compensation Declaration: / hereby affirm under penalty of perjury one of the following declarations: O 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. O I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date Thisseeffbn need not be completed if the permit is for one hundred dollars ($100) or less. ^•Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secureynffcprs' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition to the cost of compensationx'darrjages as prowled for in Section 3706 of the Labor code, interest and attorney's fees. JS$ CONTRACTOR SIGNATURE DATE / ftereoy 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 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). 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 contractors) licensed pursuant to the Contractor's License Law). Q 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. CJ 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): ^PROPERTY OWNER SIGNATURE DATE COMPLETE THIS S E C T 1 O N F O R N O N - R E S I D E N T I A L B U 1 L D I N G P E R Wl I T S 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? OYes n No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O Yes O No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? G Yes Q No EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. eo#i$ir;«WC'T-.ION LENDINc 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 A f^P'tvJ'Cj*J*J°;C E R:T:I Lender's Address I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carisbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the BuiidingOffcial under the provisions of this Code shall expire by limitation and become null and void if the building or wo* aulhorized by such permit is not commenced wilt* 180 days from the date of such permit or iphefy@thg or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). .^APPLICANT'S SIGNATURE J F-_ \ ,—r-i—.-_- DATE fO - [ CITY OF CARLSBAD STORM WATER COMPLIANCE EXEMPTION B-24 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: a Building Permit a Right-of-Way Permit Q My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Q My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl • Low Threat Assessment Criteria Q My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 - Moderate Threat Assessment Criteria Q My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 • Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or Q My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Q My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). / certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to Citv Standards. 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. Project Address:Assessor Parcel No. \COO Owner/Owner's Authorized Agent Name: JJwngBOwner's Authorized Agent Signature: /^ Title: B-24 Page 1 of 1 Rev.03/09 City of Carlsbad Bldg Inspection Request For: 11/24/2009 Permit# CB091625 Title: MATSUYOSHI RES- CREATE 162 SF Inspector Assignment: MC Description: LOFT INFILL OVER EXISTING FAM ROOM, CONVERT EXISTING 126 SF LOFT TO BEDROOM Sub Type: RAD 2157 CORTEACEBO Lot Type: RESDNTL Job Address: Suite: Location: APPLICANT ERICHEINZE Owner: MATSUYOSHI BRYAN M&PEGGY K Remarks: Phone: 7603102227 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: ERIC Entered By: JANE AN Act Comments OIL. Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments 10/30/2009 17 Interior Lath/Drywall 10/30/2009 18 Exterior Lath/Drywall 10/28/2009 14 Frame/Steel/Bolting/Welding 10/28/2009 24 Rough/Topout 10/28/2009 34 Rough Electric 10/28/2009 44 Rough/Ducts/Dampers AP PY AP PY AP MC 1147F3 WC MC AP MC AP MC DUCT EXTENSIONS ,, *•- EsGil Corporation In (Partnership with (government for <Bui[<fing Safety DATE: OCT. 8, 2009 a APPLICANT a JURIS. JURISDICTION: CARLSBAD a PLAN REVIEWER a FILE PLAN CHECK NO.: 09-1625 SET: I PROJECT ADDRESS: 2157 CORTE ACEBO PROJECT NAME: SFR LOFT INFILL (TO CREATE A BONUS ROOM) XI 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: 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: ALI SADRE Enclosures: EsGil Corporation D GA D EJ D PC 10/5 9320 Chesapeake Drive, Suite 208 +• San Diego, California 92123 *• (858)560-1468 +• Fax (858) 560-1576 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PLAN CHECK NO.: 09-1625 PREPARED BY: ALI SADRE DATE: OCT. 8, 2009 BUILDING ADDRESS: 2157 CORTE ACEBO BUILDING OCCUPANCY: R3/U TYPE OF CONSTRUCTION: V-B BUILDING PORTION LIVING ADDITION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 192 CB Rlrtn Pprmif FPP hv Orrlinanrp -vr \ Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 1 7,164 $99.6"f Plan Check Fee by Ordinance •"• Type of Review: W Complete Review f~ Repetitive Fee -,Repeats P Other P Hourly EsGil Fee Structural Only Hr. @* $64.75 $55.78 Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 09-1625 DATE 10/2/9 ADDRESS 2157 Corte Acebo RESIDENTIAL ADDITION- MINOR (< 17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER loft infill PLANNER Chris ENGINEER DATE 10/2/9 DATE H:\ADMlN\COUNTER/PLANNING/ENGINEERlNG APPROVALS CITY OF CARLSBAD STORM WATER COMPLIANCE EXEMPTION B-24 Development Services Building Department 1635 Faraday Avenue 760-602-2719 www.carlsbadca .gov I am applying to the City of Carlsbad for the following type(s) of construction permit: a Building Permit Q Right-of-Way Permit Q My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Sprinkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Q My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tierl - Low Threat Assessment Criteria Q My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as roofing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 • Moderate Threat Assessment Criteria O My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). TierS • Significant Threat Assessment Criteria Q My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or Q My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, Q My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge^). / certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. *The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 Page 1 of 1 Rev.03/09 JOB-fl\AT*ti^8*Ht SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO.. BY-* CHECKED BY- SCALE. OF DATE- DATE- fmtKCisn-\frvsss/tK.. Mm, Mia 01471. SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 JOB- SHEET NO.. M AT StJy CALCULATED BY- CHECKED BY SCALE OF DATE- DATE- r- ? -A .....BU. .^...•* 2 i-fW- PRODUCT 1M-1 f/V&ES/ Inc.. Gnton. Mia. 01471. Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Matsuyoshi Remodel Dsgnr: RDS Project Desc.: Floor addition over Iving room Project Notes: Job #09-052 Printed: 29 SEP 2009, 8:46AM Wood Beam Design ^^H3BI?^[^^fflj£EzDf9 Description: Matsuyoshi Res. File: C:\Documenls and Settings\Bob\My Documents\ENERCALC Data Fi|es\08-087 paseo tulepero.ecB ENERCALC, INC, 1983-2008, V.er: 6.0.221, N:54471 ., ,:•»,'•. <: " • ' ' ' >- !• ••'<•• ! ' ' 'l".;.<l • V,( Material Properties Analysis Method: Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade Beam Bracing Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft Beam is Fully Braced against lateral-torsion buckling iLevel Truss Joist : MicroLam LVL 1.9 E Calculations per IBC 2006, CBC 2007, 2005 NDS 2,600.0 psi E: Modulus of Elasticity 2,600.0 psi Ebend-xx 1,900.0 ksi 2,510.0 psi 750.0 psi 285.0 psi 1,555.0 psi Eminbend-xx 1,900.0 ksi Density 32.210pcf 0(0.068) L(0.274) 1.75x11.87, Span = 12.80ft Applied Loads Load for Span Number 1 Uniform Load: 0 = 0.0680, L = 0.2740 k/ft, Tributary Width = 1 .0 ft DESIGN SUMMARY ; , Maximum Bending Stress Ratio = 0.786 1 Section used for this span 1 .75x1 1 .87 fb: Actual = 2,043.54 psi FB: Allowable = 2,600.00psi Load Combination +D+L+H Location of maximum on span = 6.400ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection = 0.360 in Max Upward L+Lr+S Deflection = 0.000 in Live Load Deflection Ratio = 427 Max Downward Total Deflection = 0.449 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 342 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span* M v Cd +0 Length = 12.80 ft 1 0.156 0.094 1.000 +0+L+H Length = 12.80 ft 1 0.786 0.471 1.000 Length = 12.80 ft 1 0.156 0.094 1.000 +D+0.750Lr+0.750L+H Length = 12.80 ft 1 0.629 0.377 1.000 Overall Maximum Deflections - Unfactored Loads Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Summary of Moment Values Mactual fb-design Fb-allow 1.39 406.32 2,600.00 7.00 2,043.54 2,600.00 1.39 406.32 2,600.00 5.60 1,634.23 2,600.00 Load Combination Span Max. "-"Defl Location in Span Load Combination D+L+Lr 1 0.4487 6.464 HHHBHBHBHH 0.471 : 1 1.75x11.87 134.29 psi 285.00 psi +D+L+H 11.840ft = Span # 1 Summary of Shear Values Vactual fv-design Fv-allow 0.37 26.70 285.00 1.86 134.29 285.00 0.37 26.70 285.00 1.49 107.39 285.00 Max. "+" Defl Location in Span 0.0000 0.000 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Design Description : Matsuyoshi Res. Maximum Vertical Reactions Support & Load Combination Title: Matsuyoshi Remodel Dsgnr: RDS Project Desc.: Floor addition over Iving room Project Notes: Job #09-052 €> Printed: 29 SEP 2009, 8:46AM ffrl File: C:\Documents and SettingstBobWy Documents\ENERCALC Data FilesW087paseo.tulepero.ec6 ENERCALC, INC/1983-2008, Ver: 6.0.221, N:54471: Support notation: Far left is #1 Support Reaction Support 1, (D+L-H-r) Support 2, (D+L+Lr) 2.189 k 2.189 k JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO. - CALCULATED BY- CHECKED BY SCALE OF. DATE- DATE- ?. I\ \7So i..li i !l. ../T} 'k //3> ....j.... -2. "/< rtffAj U ^X l\ 5 = 16 k IS. t ^.fZ-Cs/ Wn-, ...\l=... ...^.111 u- f T ...p... ... 1 ).. * i(J-t-'^--* PBOIXICT ZI14.I //VgSs/ Inc.. Graton, Mm 01171. Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. ..Iil!e.B|ock.Une6_.. Wood Beam Design Lie. # : KW-06008266 Description: FB# 4 Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade : Truss Joist : Parallam 2.0E Title: Dsgnr: RDS Project Desc.: Floor addition over Iving room Project Notes: Job# Printed: 10 DEC ?i)08. 8.09AM % ENERCALC, INC. 1983-2008. Ver: 6.0.19, N:54471 License Owner : SO WARDS AND BROWN ENGINE EIRNG INC Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Fb - Compr Fb - Tension Fc - Prll Fc - Perp Fv Ft :alculations per IBC 2006, CBC 2007, 2005 NDS 2900 psi E: Modulus of Elasticity 2900 psi 1600 psi 650 psi 290 psi 1000 psi Ebend-xx Eminbend - xx Density 2000 ksi Oksi 34.15pcf D|0 358),L(1 442) DJOQ751 LlO'211 CXO.032IUO.068l T,,.., *. 0(0085111026) :•,,. .:,H...: ;:• -'..a:E».' HTJoTT Applied Loads Load for Span Number 1 Point Load: 0 = 0.3580, L = 1.4420k @ 2. 30 ft Point Load: 0 = 0.1550, L = 0.6250 k @ 6.30 ft Service loads entered. Load Factors will be applied for calculations Uniform Load : D = 0.0750, L = 0.240 k/ft, Extent = 0.0 -» 2,30 ft, Tributary Width = 1 .0 ft Uniform Load : D = 0.0320, L = 0.0680 k/ft, Extent = 2.30 --» 6.30 ft, Uniform Load : D = 0.0850, L = 0.280 k/ft, Extent = 6.30 -» 13.50 ft, DESIGN SUMMARY Maximum Bending Stress Ratio = 0.533; 1 Section used for this span 3.5x1 1 .875 fb: Actual = 1,546. 11 psi FB : Allowable = 2,900.00psi Load Combination +D+L+H Location of maximum on span = 6.342ft Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Live Load Deflection = 0.274 in Max Upward Live Load Deflection = 0.000 in Live Load Deflection Ratio = 590 Max Downward Total Deflection = 0.354 in Max Upward Total Deflection = 0.000 in Total Deflection Ratio = 457 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M v Overall MAXimum Envelope Length = 13.50 ft 1 0.533 0,406 +0 Length = 13.50 ft 1 0.120 0.090 +0+L+H Length = 13.50 ft 1 0.533 0.406 +D+Lr+H Length = 13.50 ft 1 0.120 0.090 +D+0.750lr+0.750UH Length = 13.50 ft 1 0.430 0.327 Tributary Width = 1 .0 ft Tributary Width = 1 .0 ft Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Summary of Moment Values Mactual fb-design Fb-allow 10.60 1,546.11 2.900.00 2.39 348.11 2.900.00 10.60 1.546.11 2,900.00 2.39 348.11 2,900.00 8.55 1,246.61 2,900.00 ^^^^^B Dcsion OK 0.406 3.5x11.875 117.66 290.00 +D+L+H : 1 psi psi 0.000ft Span # 1 Summary of Shear Values Vactual fv-design_ . 3.26 117.66 0.72 25.98 3.26 117,66 0.72 25.98 2.63 94.74 Fv-allow•— — 290.00 290.00 290.00 290.00 290.00 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title_Blpck_Lin_e6. Wood Beam Design Lie. #: KW-06008266 Description: FB# 4 Overall Maximum Deflections • Unfactored Loads Load Combination Span Max."-" Defl Title: Dsgnr: RDS Project Desc.: Floor addition over Iving room ob# Project Notes: Printed 10 DEC 2006. &p9AM_ ENERCALC, INC. 1983-2008, Ver: 6.0.19, 1*54471 License Owner : SOWARDS AND BROWN ENGINEEIRNG INC Location in Span Load Combination Max."+" Defl Location in Span D + Lr + L 1 0.3544 6705 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Downward Defl Location in Span 0.0000 Max. Upward Defl Location in Span 0.000 DOnly LOnly Lr+L Only D + Lr + L Maximum 1 1 1 i i Vertical Reactions • Unfactored 0.0800 0.2744 0.2744 0.3544 6.705 6.705 6.705 6.705 Support Rotation : Far left is »1 0.0000 0.0000 0.0000 0.0000 0.000 0.000 0.000 0.000 Load Combination Support 1 Support 2 Overall MAXimum 3.546 2.787 D Only 0.788 0.638 LOnly 2.758 2.149 Lr+L Only 2.758 2.149 D + Lr + L 3.546 2.787 JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO.-OF- CALCULATED BY- CHECKED BY SCALE DATE. DATE _ 0s! r**& —t"-^"j"' tr +f~X/ ;-^!- S ' x//^00 :E * ia *& < i n r ..... t PRODUCT 204-1 //VEBs/ Inc., GrMon, Mia. 01471. SOWARDS AND BROWN ENGINEERING, INC. Post Office Box 517 SOLANA BEACH. CALIFORNIA 92O75 (619) 481-7818 JOB- SHEET NO.. M ATS vy pith' DATE. 0TDQ FIE- L6CCW 'STUDS' M - UO.2-1 3,25 1SY 20.8O OM SILL ft ALID TOP poe 2x^4 FOG 2 -4000 .2800 360O 340O O<j . - eoco 2600 3400 2200 I4CO 1000 (OX) 800 (SCO -too 200 BO 10,0 11.0 12.0 .I&Q uu3 ieo ,iao STUD LEIJCTW (FT-} JOB- SOWARDS-AND BROWN ENGINEERING. INC. Post Office Box 517 SOLANA BEACH. CALIFORNIA 92O75 [619] 481-7818 SHEET NO.. CALCULATED BY- CHECKED BY SCALE OF t ntTF riATF f t e r Q3 POST DESIGN FORM !04-1 Av.a.W. from /SBBgjne. Proton. MM>. 0146O JOB- SOWARDS AND BROWN ENGINEERING 2187 Newcastle Ave., Suite 202 CARDIFF BY THE SEA, CALIFORNIA 92007 SHEET NO.-l\OF- CALCULATED BY- CHECKED BY SCALE DATE- DATE- ///£> HO ;| #L £H?£*7iL Cs 'faO*N-ss ••n ims 1I3C "7 V&O* ' -sx r- /. PROOUa 2M-1 /fifeES/lnc., GMon, Miss. 01471. Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Matsuyoshi Remodel Dsgnr: RDS Project Desc.: Floor addition over Iving room Project Notes: Job #09-052 Printed: 29 SEP 2009, 8:33AM ASCE 7-05 Seismic Factor Determination File: C:\Documents and Settings\Bob\My Documents\ENERCALC Data Files\08-087 paseo tulepero.ecS ENERCALC, INC. 1983-2008, Ver; 6.0.221, N:54471 Description:Matsuyoshi residence Occupancy Category Occupancy Category of Building or Other Structure: Occupancy Importance Factor = Ground Motion^ Using USGS Database values Max. Ground Motions, 5% Damping: Calculations per IBC 2006 & ASCE 7-05 "II": All Buildings and other structures except those listed as Category I, III, and IV ACSE 7'05' Pa9e 3' Table 1'1 1 ACSE 7-05, Page 116, Table 11.5-1 ASCE 7-05 9.4.1.1 '1 1.180 g, 0.2 sec response 0.4443 g, 1.0 sec response Longitude = Latitude = Location: CARLSBAD, CA 92009 117.269 degWest 33.096 deg North Site Class, Site Coeff. and Design Category Site Classification "D" : Shear Wave Velocity 600 to 1 ,200 ft/sec Site Coefficients Fa & Fv Fa (using straight-line interpolation from table values) Fv Maximum Considered Eartquake Acceleration S ... = Fa * SsMo SM1=Fv*S1 = D 1.03 1.56 1.213 0.691 ASCE 7-05 Table 20.3-1 ASCE 7-05 Table 11. 4-1 & 11. 4-2 ASCE7-05 Table 11. 4-3 Design Spectral Acceleration Seismic Design Category Resisting System SDS=SMS2/3 SD1~S Ml*2'3 0.809 0.461 D (SD1 is most severe) ASCE 7-05 Table 11.4-4 ASCE 7-05 Table 11.6-1 ASCE 7-05 Table 12.2-1 Basic Seismic Force Resisting System... Response Modification Coefficient " R" = System Overstrength Factor" Wo" = Deflection Amplification Factor" Cd" = NOTE! See ASCE 7-05 for all applicable footnotes. Redundancy Factor Seismic Design Category of D, E, or F therefore Redundancy Factor" p" = 1.3 Lateral Force Procedure Bearing Wall Systems Light-framed walls sheathed w/wood structural panels rated for shear resistance or steel sheets. 650 3.00 4.00 Building height Limits : Category "A & B" Limit: Category "C" Limit: Category "D" Limit: Category "E" Limit: Category "F" Limit: No Limit No Limit Limit = 65 Limit = 65 Limit = 65 ASCE 7-05 Section 12.3.4 ASCE 7-05 Section 12.8 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-0512.8 Determine Building Period . Use ASCE 12.8-7 Structure Type for Building Period Calculation : "Cf value = 0.020 " x" value = 0.75 " Ta" Approximate fundemental period using Eq. 12.8-7 : "TL": Long-period transition period per ASCE 7-05 Maps 22-15 -> 22-20 ' Gs" Response Coefficient All Other Structural Systems " hn": Height from base to highest level = = Ct*(hnAx) = 18.0ft 0.175 sec 8.000 sec Building Period" Ta" Calculated from Approximate Method selected = 0.175 sec ASCE 7-05 Section 12.8.1.1 S DS: Short Period Design Spectral Response " R": Response Modification Factor " I": Occupancy Importance Factor 0.809 6.50 1 From Eq. 12.8-2, Preliminary Cs From Eq. 12.8-3 & 12.8-4 , Cs need not exceed From Eq. 12.8-5 & 12.8-6, Cs not be less than Cs : Seismic Response Coefficient = 0.124 0.406 0.010 0.1244 Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Title: Matsuyoshi Remodel Dsgnr: RDS Project Desc.: Floor addition over Iving room Project Notes: Job# 09-052 Printed: 29 SEP 2009, 8:33AM A 00.1- T ne e» '"*•/» A miuifrmo o- IT~-1 c «»J:ile: C:\DocumentsandSettings\Bob\My DocumentsM-NkKUVU; Data KiiaslSifJ-087 pasco tulepero.ecS BASCE 7-05 Sect 6.4, MWFRS:Simplified Forces _ . " '. ENERCALC, INC. i98MooB,ver 6,0.221. N:5447i s Description : Matsuyoshi Residence Analytical Values Calculations per IBC 2006 & ASCE 7-05 V : Basic Wind Speed per Sect 6.5.4 & Figure 1 85.0 mph Values based on wind speed are interpolated between tablular values. Roof Rise:Run Ratio 4:12 Occupancy per Table 1-1 II All Buildings and other structures except those listed as Category I, III, and IV Importance Factor per Sect. 6.5.5, & Table 6-1 1 .00 Exposure Category per 6.5.6.3, .4 & .5 Exposure C Mean Roof height 1 9.0 ft "Lambda* is interpolated between height tablular values. Lambda : per Figure 6.2, Pg 40 1 .27 Effective Wind Area of Component & Cladding 10.0 ftA2 Roof pitch for cladding pressure 0 to 7 degrees User specified minimum design pressure 10.0 psf Topographic Factor Kzt per 6.5.7.2 1.00 Design Wind Pressures Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Horizontal Pressures . . . Zone: A = 20.26 psf Zone: C = Zone: B = -10.00 psf Zone: D = Vertical Pressures . . . Zone: E = -17.58 psf Zone: G = Zone: F = -12.23 psf Zone: H = Overhangs . . . Zone: Eoh = -24.59 psf Zone: Goh = 13.50 psf -10.00 psf -12.23 psf -10.00 psf -19.24 psf Component & Cladding Design Wind Pressures Minimum Additional Load Case per 6.4.2.1.1 = 10 PSF on entire vertical plane Design Wind Pressure = Lambda * Kzt * Importance * Ps30 per ASCE 7-05 6.4.2.1 Eq 6-1 10.000 psf -16.562 psf 10.000 psf -27.773 psf 10.000 psf -41.787 psf 16.562 psf -17.963 psf 16.562 psf -22.168 psf -26.754 psf -44.080 psf Roof Zone 1 : Roof Zone 2: Roof Zone 3: Wall Zone 4: Wall Zone 5: Roof Overhang Zone 2: Roof Overhang Zone 3: Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Positive : Negative : Check a License or Home Improvement Salesperson (HIS) Registration - Contractors Stat... Page 1 of 1 Department of Consumer Affairs iGOV Contractors State Contractor's License Detail - License # 582248 /I.A 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: 582248 Extract Date: 10/01/2009 HEINZE CONSTRUCTION CO 2501 JACARANDA AVENUE CARLSBAD, CA 92009 Business Phone Number: (760) 942-5607 Sole Ownership 12/01/1989 12/31/2009 This license is current and active. All information below should be reviewed. CLASS DESCRIPTION B GENERAL BUILDING CONTRACTOR CONTRACTOR'S BOND This license filed Contractor's Bond number SC1010294 in the amount of $12,500 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 03/02/2009 Contractor's Bonding History This license is exempt from having workers compensation insurance; they certified that they have no employees at this time. Effective Date: 10/15/2005 Expire Date: None Workers' Compensation History Personnel List Conditions of Use | Privacy .Policy Copyright © 2009 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicense/LicenseDetail.asp 10/01/2009