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Home My WebLink About1760 ANDREA AVE; ; CB091187; Permit08-20-2059 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 CB091187 Building Inspection Request Line (760) 602-2725 1760 ANDREA AV CBAD RESDNTL Sub Type 2071200700 Lot# $50,654 00 Construction Type Reference # 0 Structure Type 0 Bathrooms ENGLE RES ADD 367 SF FAMILY RM AND 490 OUTDOOR PATIO ROOM RAD 0 5B Applicant ENGLE FAMILY TRUST 02-25-05 P O BOX 658 OCEANSIDE CA 92049 760 720 2829 Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check# ISSUED 07/17/2009 KG 08/20/2009 08/20/2009 Owner ENGLE FAMILY TRUST 02-25-05 P 0 BOX 658 OCEANSIDE CA 92049 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 Bl D #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 $422 98 $000 $274 94 $000 $000 $507 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $1 00 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $6200 $2000 $3700 $000 $000 $000 $354 60 $000 $000 $1,17759 Total Fees $1,177 59 Total Payments To Date $274 94 Balance Due $902 65 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICF 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 1635 Faraday Ave , Carlsbad, CA 92008 V -- 760-602-2717 / 27^.8 / 2719 Fax 760-602-8558 www carlsbadca gov Building Permit Application Plan Check N Est. Value Plan Ck. Deposit JOB ADf ,\ESS _L?C*t? CT/PRO E.'-7 PHASE ## OF UNITS # BEDROOMS DESCRiP ;ONOFWORK Include Square Feet of Affected Areafs) SUITEff/SPACEfl/UNITIt # BATHROOMS S *7 TENANT BUSINESS NAME CONSTR TYPE V-N OCC GROUP EXIS- N'3 USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YES rf # 2 NO D AIR CONDITIONING YES D NOSZT FIRE SPRINKLERS YES D NCC^I CON'ACT NAME (If Different Fom Applicant) I APPLICANT NAME ADL-HESS CI ADDRESS STATE ZIP CITY STATE ZIP PhOI 'E FAX PHONE FAX EMAIU£iOV-T72»/»-A-oe- •EMAIL i PROPERTY OWNER NAME I i 1 Uj CONTRACTOR BUS NAME _^_ < nw D ADDRESS [Sec 7031 5 Lusmess and Professions Code Any City or County which requires a permii to construct alter improve demolish or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he islicensed pursu w to the provisions of the Contractor s license law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or that he is exempt there from and the basis for the alleged exemption Any violation ofSection 7031 i bv any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) IPIII^ Workers \*,impensation Declaration / hereby affirm under penalty ot perjury one of the following declarations CH I ha.' v.nd 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 L~] I ha ' nd 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 nur, are Insurance Co Policy No Expiration Date This sect n iced not be completed if the permit is for one hundred dollars ($100) or less d Celt! cate of Exemption I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100.000), in addition' j 'he cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees g$ CON TRACTOR SIGNATURE DATE / hereby a'>-m that I am exempt from Contractors bcense Law lor the following reason I a. "i /ner 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 ; »nv» 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 I 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) , on net 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 wno builds or improves thereon and contracts lor such projects with contractor(s) licensed pursuant to the Contractor s License Law) i am exerrnt under Section Busingss-end-Erofessions Code for this reason 1 I per .onally plan to provide the major lafior and materials for construction of the proposed property_improvement n Yes O No 2 I (hive / have not) signed an applic/raon for a building pe\mit for the proposed work 3 I hf ve contracted with the following person (firm) to provide the proposed construction Include name address / phone / contractors license number) 4 I plsn to provide portions of the wo\k, but I have hired the/following person to coordinate supervise and provide the major work (include name / address / phone / contractors license number) 5 I w I! provide some of the work but Nave contracted ((/red) the following persons to pif vide the work mdijiated (include name / address / phone / type of work) ) PROPERTY OWNER SIGNATURE DATE i o^ Is the ap I car I or future building occupant required to submit a business plan acutely hazardous materials registration form or nsk management and prevention program under Sections 25505 25533 or 25534 of the Presley 1, inri' Hazardous Substance Account Act' D Yes D No Is the ac r lica v or future building occupant required to obtain a permit from the air pollution control district or air quality management district' n Yes D No Is the fai lity, be constructed within 1 000 feet of the outer boundary of a school site' O Yes O No IF ANY OF THE ANSWERS ARE YES, / EMERGENT 1 SERVICES AND THE AIR POLLUTION CONTROL DISTRICT IBfe'.!aSS?g^a^-::.••;:'•.'•:'.;... ..•.'-.*'S:'.v:;':..-.'..•. I h£'c ) aifrm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lende, Ma ne Lender's Address I certify th, 11 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 au-l onze representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST A1 L LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An ''• jHA permit is required for excavations over 5'0: deep and demolition or construction of structures over 3 stones in height 180 days f t • -. the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 10644UnrformBuilding Code) WANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For 11/06/2009 Permit* CB091187 Title ENGLE RES ADD 367 SF FAMILY RM Description AND 490 OUTDOOR PATIO ROOM 1760 ANDREA AV Lot Type RESDNTL Sub Type RAD Job Address Suite Location OWNER ENGLE FAMILY TRUST 02-25-05 Owner ENGLE FAMILY TRUST 02-25-05 Remarks P M PLEASE Inspector Assignment PY Phone 7607202829 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By ED ENGLE Entered By CHRISTINE Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# CV061199 CLOSED H-ILL ELECTRIC UPGRADE, NOT ON PLANS PCR09115 ISSUED ENGLE DEFERRED TRUSS, Inspection History Date Description Act Insp Comments 10/09/2009 17 Interior Lath/Drywall 10/09/2009 18 Exterior Lath/Drywall 10/09/2009 44 Rough/Ducts/Dampers 10/05/2009 16 Insulation 10/05/2009 18 Exterior Lath/Drywall 09/28/2009 14 Frame/Steel/Bolting/Weldmg 09/28/2009 23 Gas/Test/Repairs 09/28/2009 24 Rough/Topout 09/28/2009 34 Rough Electric 09/16/2009 83 Roof Sheathing/Ext Shear 09/08/2009 13 Shear Panels/HD's 09/08/2009 14 Frame/Steel/Bolting/Weldmg Act AP AP AP AP PA AP AP AP AP AP we PA Insp PC PC PC PY PY PY PY PY PY PY PY PY HOLD DOWNS @ SHEAR WALL DAILY INSPECTION REPORT NSECUTIVEREPORT NO _ WEEK"ENDING 1 AM AUTHORIZED BY THE y£]; City of San Diego Q DSA Q ASNT >£] REINFORCED CONCRETED ^ Q STRUCTURAL STEEL ASSEMBLY INDICATED AGENCY TO PERFORM Q CALTRANS * «f/~) ICBO [~| ACI Q] PRE-STRESSED CONCRETE tr i»|~| DEEP FOUNDATION SPECIAL INSPECTION IN THE QJOSHPO Q AWS Q REINFORCED MASONRY D SPRAY^APPLIED FIREPROOFING CATEGORY CHECKED r— i other r-| ''zf*-s* '''' JOB ADDRESS BUILDING PERMIT NUMBER PLAN FILE NUMBER I'i-AO A v < r^>77 fT'A. /A/P" S &<Z~ZIJ£I&&*A~^> '* r^not \\ ®^(~ OWNER OR PROJECT'NAME" ~" i APPLICATION NUMBER "CONSTR MATERIAL "(TYipE^GFlADE ETC ) DESIGN STRENGTH SOURCE OF MFGR ARCHITECT "rf^/JoZ— O^-f^-/ 2- DESCRIBE MATERIAL (MIX DESIGN RE-BAR GRADE & MANUFACTURER. WELD-ROD, ETC ) ENGINEER ' -— i_i__vx f . - . ._ _-„, ~ GENERAL CONTRACTOR -. .M./,r>c#-Mi i TS— "77 rcA-r-/'.s \ >*. ~7 cr\ ,i\ <3.7 f \ &\fr> C "^ L'll P'r>^?r2T klvc^VVVXi^V-yZL <^Vr*-lC,T -x>'l~' ~" ,.—-.- CONTRACTOR PERFORMING REPORTED WORK ARRIVAL TIME/ DEPARTURE TIME //** — _am-- jj - |7 W DETAILED REPORT OF LOCATION OF WORK INSPECTED, TEST SAMPLES TAKEN WORK REJECTED JOB PROBLEMS WORK INSPECTED PROGRESS REMARKS, ETC *i t / \ *' s* ' ' *7 "? *? \ r I f\ *~i ~\ /*•»'' (*^_ — / rpr^ ^,z--An yfet-\ -DAV-A; e^ '^yrr^l^ /^VM ^S.'?5?e,°T?^ A'^KI^JCO ^> ^— "*^ / / Vj "^ P^^ T>lK^.xvf|. 6/c,^/ r^^.,,.,^, n^i^/.c., IJS&-H -/F'-r-vZ, A' r.KSCD H Crr^ ^ CAX-JI I /rr/^-rinw '. 7. /A 21 /Wl^_/C_ l^To^^t_ -. -^v^c-A^r-, urr vC, rvr^/ ^rr^ Tr^ -nr.-TTJ ' PlZ£3C^<Z.» V C^^r^vrD / A iv. ; / A- 1 r? ^ G'rx"/ -O_L v » V f 3 ^» * r -. 4* ' w*~- TIME ON TRAVEL REGULAR OVERTIME « OF TEST SITE TIME HOURS HOURS SPECIMENS ___^_ _^^ /.* ™ }'&"??.%• I /l\t&-L\ \""^ \*£-\ tl_ 7M.( ^ / NAME OF REGISTERED INSPECTOR PLEASE PRINT All inspection based on a minimum of 4 hrs & over 4 hrs - 8 hrs minimum in addrtion.over 8 hrs and Saturday will be billed at time and a half SIGNATURE CERTIFICATION NUMBER SIGNATURE ~^ ^AuthorcedWs'ite Contact / Company WHITE-FILE - CANARY-CLIENT-PINK-INSPECTOR CERTIFICATE OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE. THE ABOVE REPORTED WORK, UNLEgS OTHERWISE NOTED IS IN CONFORMANCE WITH THE APPROVED*PLANS AND SPECIFICATIONS. AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE GOVERNING STANDARDS y J.E. LAMBERT & ASSOCIATES PO BOX 1116 VISTA, CA 92085-1116 PROJECT NAME ADDRESS ARCHITECT ENGINEER CONTRACTOR FABRICATION SOURCE INSPECTION DATE PLAN FILE BLDG PERMIT OTHER (/^'STRUCTURAL STEEL (760) 724-7826 • FAX (760)724-1675 INSPECTION REPORT PAGE JOB# OF REPORTtf SIT INSPECTION MATERIAL IDENTIFICATION $/) STRUCTURAL STEEU < ( ) FIELD WELDING-. (JO SHOP WELDING'-. ( )HSBOLT: ( ) REBAR GRADE:_ ( )EPOXY: ( ) CONCRETE CONG MIX #PSI'- (^ELECTRODE: ( ) OTHER: MATERIAL SAMPLING ( ) BOLTS ( ) CONCRETE ( ) REBAR INSPECTION PERFORMED, JOB PROBLEM, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS /2,\ &sr -TZ ST+ I Certification of Compliance All work, unless otherwise noted, complies with the approved plans and specifications and the.unrforrn building code NAME (PRINT) A Jfs/ Ik <-/}-£ A )frtf-&&'TH SIGNATURE__ , . 7 2-2^? "Jf fCERTIFICATION NO OFFICE USE ONLY BH EsGil Corporation In Partnership -with government for (BuiCding Safety DATE August 17, 2O09 JURISDICTION Carlsbad Q PLAN REVIEWER G FILE PLAN CHECK NO O9-1187 SET II . PROJECT ADDRESS 1760 Andrea Ave. PROJECT NAME Engle SFD Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes X] 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 XI REMARKS The designer stated that the City (Steve Borossay) would not require a soils report for this project Please verify By Kurt Culver Enclosures EsGil Corporation D GA D EJ D PC 8/11/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 EsGil Corporation In Partnership with government for <Bui(<£ing Safety DATE July 27, 2009 JURISDICTION Carlsbad PLAN CHECK NO 09-1187 PROJECT ADDRESS 1760 Andrea Ave. PROJECT NAME Engle SFD Addition a A ANT a PLAN REVIEWER a FILE SET I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I | The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck AJ 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 XJ The applicant's copy of the check list has been sent to Rich Anderson 321 Barbara Ave Solana Beach 92075 I | 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 Rich Anderson (V1 ^) Telephone # 760-402-0442 Date contacted T-frHo0) (by ^ ) Fax # ? Mair Telephone^ Fax In Person REMARKS By Kurt Culver EsGil Corporationn GA n EJ n PC 7/21/09 Enclosures 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad O9-1187 July 27, 20O9 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 09-1187 JURISDICTION Carlsbad PROJECT ADDRESS 1760 Andrea Ave. FLOOR AREA +857 REMARKS DATE PLANS RECEIVED BY JURISDICTION 7/17/09 DATE INITIAL PLAN REVIEW COMPLETED July 27, 2009 STORIES 1 HEIGHT -11' DATE PLANS RECEIVED BY ESGIL CORPORATION 7/21/09 PLAN REVIEWER Kurt Culver 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 UMC and 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 09-1187 July 27, 2OO9 . PLANS 1 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 for routing 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 2 Please revise the section numbers and notes on the plans to match the 2006 IBC, as adopted by California (The third General Note on the cover sheet refers to the Uniform code) • GENERAL RESIDENTIAL REQUIREMENTS 3 On sheet A2 1, the smoke detector serving the cluster of bedrooms must be in the hallway immediately adjacent to the bedrooms (not in the Dining Area) • STRUCTURAL 4 Per City policy, a soils report is required for this project (since the combined floor area of the Family/Patio exceeds 500 square feet) —. \fJA- £L\ 5 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been K. //> /\* determined that the recommendations in the soils report are properly "- /i//v frW~ mcorporated into the construction documents (when required by the soil report) JvM^£^ 6 Note on plans that surface water will dram away from building and show drainage p, pattern The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces) Section 1803 3 7 Provide truss details and truss calculations for this project Specify on the plans the truss identification numbers Carlsbad 09-1187 July 27, 20O9 8 Please provide evidence that the engmeer-of-record (or architect) has reviewed the truss calculation package prepared by others (i e , a "review" stamp on the truss calculations or a letter) Section A106 3 4 1 9 Please revise the lateral calculations to show consideration for the Strong Walls being used along Line 1 10 Additionally, please provide the necessary details on the plans for the Strong Walls (per their ICC approval report) 11 Please revise the calculations for the correct beam span/size along Line B • MISCELLANEOUS 12 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc 13 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 list9 Please indicate Yes Q No a 14 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 Kurt Culver at Esgil Corporation Thank you Carlsbad O9-1187 July 27, 20O9 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Kurt Culver BUILDING ADDRESS 1760 Andrea Ave. PLAN CHECK NO 09-1187 DATE July 27, 2009 BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION V-B BUILDING PORTION SFD Addition Patio Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) 367 490 cb Rlrln Pprmif FPP> hv OrHmanrp ! ^ Valuation Multiplier 121 94 887 By Ordinance Reg Mod VALUE ($) 44,752 4,346 49,098 $386 25 Plan Check Fee by Ordinance Type of Review Q Repetitive Fee Repeats Complete Review D Other ,—I Hourly EsGH Fee Structural Only Hr @ $251 06 $21630 Comments Sheet 1 of 1 macvalue doc + City of Carlsbad Public Works — Engineering DATE BUILDING BUILDING PLANCHECK CHECKLIST PLANCHECK NO AN/ CB 1107 PROJECT DESCRIPTION _ , ASSESSOR'S PARCEL NUMBER 2-0 7-1 "ZQ- 0 ~7 EST VALUE 5£)/ ^6 4" ENGINEERING DEPARTMENT 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 seefm&ji attached report of deficiencies marked wimDJvlake necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS D Dedication Application/Checklist D Enema Wastewater Screening Survey D Encroachment Application/Checklist D Grading Permit Application D Grading Plan Application/Checklist D Improvement Application/Checklist D Neighborhood Improvement Agreement D Right-of-Way Permit Submittal Checklist and Information Sheet W Storm Water Compliance Forms [] Other ENGINEERING DEPARTMENT CONTACT PERSON Name Linda Ontiveros City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2773 Fax (760)602-1052 Email lonti@ci carlsbad ca us CFD INFORMATION Reference No(s) Lot No Recordation Subdivision/CarlsbadTract 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 6O2-2720 • FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST <ST D D SITE PLAN 1 Provide a fully dimensioned site plan drawn to scale Show B C Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service A North Arrow B Existing & Proposed Structures C Existing Street Improvements D Property Lines E Easements 2 Show on site plan Drainage Patterns - WCJU )£Al 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 " Existing & Proposed Slopes and Topography 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 Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet A Site address StL Assessor's Parcel Number fC ) Legal Description — 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 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3KD DISCRETIONARY APPROVAL COMPLIANCE^~^~^^^"~"~~~^^^~^^^ D D 4a Project does not comply with the following Engineering Conditions of approval for Project No O D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm dram 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 Dedication required as follows Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/£" 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 D 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 1840040 Public improvements required as follows Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date BUILDING PLANCHECK CHECKLIST ST1 D NO2 D •,RD IMPROVEMENT REQUIREMENTS continued 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18 40 Please submit a recent property title report or current grant deed on the property and processing fee of $441 so we may prepare the necessary Neighborhood Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows D D 6c Enclosed please find your Neighborhood Improvement Agreement (NIA) return agreement signed and notarized to the Engineering Department Please Completed by Date 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy ODD D D D D D D tr n n GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 15 16 010 of the Municipal Code 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities in cubic yards (cut, fill import, export) This information must be included on the plans. 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required) 7d No Grading Permit required 7e If grading is not required, write "No Grading" on plot plan -.RO GX D D D D BUILDING PLANCHECK CHECKLIST MISCELLANEOUS PERMITS RIGHT-OF-WAY PERMIT 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 To see requirements, visit our website www carlsbadca gov/engmeenng Right-of-Way permit required for INDUSTRIAL WASTE PERMIT 9 If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad of Carlsbad, Development Services Division, located at 1635 Faraday Avenue, Carlsbad, CA 92008 City Staff can provide forms and assistance You may telephone (760) 602-2750 for assistance D D D D NPDES PERMIT 10 Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first STORM WATER COMPLIANCE lequires Project Storm Water Permit PSP \ [Tier l/Trerti (Requires SWPPP) - PJPasg rnrnplptP attarhqdjQrrns Exempt - Please complete attached Storm Water Exemption forrrT DEVELOPMENT FEES 11 | Required fees ace attached Q More information needed 0 No fees required BUILDING PLANCHECK CHECKLIST ,ST ,ND jRD WATER METER REVIEW D 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized Oversized meters are inaccurate during low-flow conditions If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used • All single family dwelling units receive "standard" 1" service with 5/8" meter • All residential units that need to be fire sprinkled receive a 1" meter See Carlsbad Municipal Code Section 17 04 230 for Automatic fire extinguishing systems criteria • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm) Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) NOTE Upon declaration of Drought Response Level 3 condition, no new potable water service shall be provided and no new temporary meters or permanent meters shall be provided See Ordinance 44 for more information 12b Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations Please follow these guidelines • If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in Irrigation services are listed with a circled "I", and circled "W" The irrigation service should look gpm may be listed there potable water is typically a like STA 1+00 Install 2" service and 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, the landscape consultant has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD WATER METER REVIEW continued 12b Irrigation Use (continued) Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water service boundary, the City is in the process of switching these irrigation services/meters to a new recycled water line D 12c Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above • If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, the City of Carlsbad cannot guarantee the refund The applicant must deal with the SDCWA for this D D D 13 Additional Comments: Address Prepared by ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET stimate based on unconfirmed information from applicant Calculation based on building plancheck plan submittal Vr^ AMDftEft . Ay/ eidg Permit No G& ^H IflT O Checked by DateDate EDU CALCULATIONS List types and square footages for all uses Types of Use JCrV 0 Sq Ft /Units EDU's Types of Use Sq Ft /Units EDU's Types of Use Sq Ft/Units EDU's Types of Use Sq Ft /Units EDU's APT CALCULA TJONS List types and square footages for all uses Types of Use Types of Use Types of Use Types of Use Sq Ft /Units Sq Ft /Units Sq Ft /Units Sq Ft /Units ADT's ADT's ADT's ADT's FEES REQUIRED WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1 PARK-IN-LIEU FEE FEE/UNIT NW QUADRANT D 2 TRAFFIC IMPACT FEE ADT's/UNITS NE QUADRANT X NO UNITS. X FEE/ADT SE QUADRANT =$ SW QUADRANT D 3 BRIDGE AND THOROUGHFARE FEE (DIST #1 ADT's/UNITS X FEE/ADT DIST #2 DIST #3 D 4 FACILITIES MANAGEMENT FEE UNIT/SQ FT D 5 SEWER FEE EDU's BENEFIT AREA EDU's ZONE. X FEE/SQ FT /UNIT FEE/EDU = $ 6 DRAINAGE FEES ACRES PLDA_ FEE/EDU . HIGH /LOW X FEE/AC (>97n D 7 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION F \FARMER\KATHY\MASTERS\FEE CALCULATION WORKSHEET doc2009 doc Rev 7/14/00 01 | 0s ^12VI I?oOn 1 z en "waz 1 | m MER(SyOWNl£R S AGENT NAME (PRINT) r 1r~z_ ^//t/^^_\O O D >-Zj U> (f) -D O ^ — QWW>- \V \\^fc OC Tl-!S H C 5 O ^ c -n g C DO OIIP!^ilS°™lsS|3i spSg llll|Iiii?llil|!if!l 1 III IIHH Itlpl !!! IIP nil i jifiiis mi?slsifl I ilillfl Mi !sl|s?pi|! s§15 Hi ! § Ifif i|| |il|P§Sxi3 |§P | ; 1 | Iflll 5|| | ffi^?Siiss«3 8Ssg i I s i asm Ul 1^g£lo^ S3S5 I||S !I£Se HI *•jmC^-H-nlq 2 s O H -n S | §• i S 1 a g. ^ lagSTORM WATER COMPLIANCE CERTIFIC^n d -i 3 « > z m z _ H 3 S io g- Slfog.g-8- 3 £ 3s 5i 5 g ° z is i i «• • iat~* t°im £ w en ^ o- £. o ?U W <D 5O O5^j 2*5 PO CD0 0 S!o0 T3 2. O —^ t/3 1 MEASURES MUST BE INSTALLEDAL NOTESAND MAINTAINEDON ADEQUATE EROSION AND SEDIMPERIMETER PROTECTION BEST MENT CONTROL ANDANAGEMENT PRACTHnm Lh ALL GRAVEL BAGS SHALL BE BUINCH MINIMUM AGGREGATERLAP TYPE WITH 3/4FIVE (5) DAY RAIN PROBABILITYFORTY PERCENT (40%) SILT ANDBE REMOVED AFTER EACH RAINIFORECAST EXCEEDSOTHER DEBRIS SHAL:-ALLr~ .£.ALL REMOVABLE PROTECTIVE DPLACE AT THE END OF EACH WOIEVICES SHALL BE INR.KING DAY WHEN THM THE CITY ENGINEERING OR BUILUNCOMPLETED GRADING OPERACIRCUMSTANCES WHICH MAY AIDING INSPECTOR DUETIONS OR UNFORESEIUSEUJ •• ' w THE OWNER/CONTRACTOR SHALEROSION CONTROL MEASURES AL INSTALL ADDITION,S MAY BE REQUIRED•< f SATISF ACTION OF THE CITY ENGOFF PRODUCING RAINFALLINEER AFTER EACH R'i NJ THE OWNER/CONTRACTOR SHALCONTROL DEVICES TO WORKINGL RESTORE ALL EROSORDER TO THE0 INSTALLATION OF EROSION ANDBMPS WHEN RAIN IS EMINENTSEDIMENT CONTROL-ALL NECESSARY EQUIPMENT ANAVAILABLE ON SITE TO FACILITYD MATERIALS SHALL»tTE RAPIDODm n c o 2O3 .a \ N en S CD 8 £ y H O The reference'£.) explains the California Stormwater9ta •5 1 5 o a.a 1 B 3D. 3"0 O §• 3- 1 % 8 a. 03 C/l O ,3 o 1 N) 0•*> P o* of- £ sfli s =< ~ 3 o. 3- 2 S ta 5T ir g. „ T> H n boxes provided for that purpose afrom the list located alon the top of 1ccted BMPs selected from the listis "Stabilized Constracion Ingress/E)ox where the two meet As anotheric" in the blank column under the he>ut what each BMP description mear• 1- a 1 1 s B. Q ^ 3 W [j] Q1 "H- o 3- ^ S" S* o 3 :: 3 <2 ^ °> ? 5- i 2 s § f X I" r^ ^ O ^ J4 3 „3- w ?^ O — 3n H 0- 5 ^ 11 I'S'lEg'i- "* -a tn ° " x S 2, o o. » S £ •<" ^ 2 -§ § 2 n" 0 ^P 51 3" tn O _ 3 3-6 g g o- o§• ° C n g Q H? I i- 1 i - 8 1 * S| ° > n" 5 C-8. ™- 8 ? S o 5! -o S 5 3" 5 £•™ — ^ 5 n S g£ 3 w -, o- Q o1 *'B-iaH ^ 3 g. S I' 1 ^, S- | J| »|f Si mill i ii ii itDO 2 a g a JJ ?r » P. s* sr1 i-t " 3 1 ^ ^ 1 S "3- S-1 it if 5 § | fJJi-l i l|l|l <K> CL.Instructions3 13re 0 n I 3 UiB. O 8 3TO g" OX o o o 1 o ~ 1 § 5 0 D. oo 1 o o3 3>< O £? O ^ S •o 1 3 ? a; 3 Other (list)Site Access Across DirtDewatenngHazardous Substance' Use/StorageEquipment Maintenance and FuelingStaging/Lay Down Area<; (Waste Disposal< C Stucco/Mortar Work< <. £ % 8 CLc •BCD 8" | V t.Concrete flatworki i- <• K Concrete/Asphalt SawcuttingDrilling/Boring^Stockpiling• C.Trenching/Excavation< i- <^Grading/Soil Disturbance^ <CASQA Designation ->Construction ActivityEC-7 EC-8 EC-9 EC-11 SE-1 SE-3 SE-4 SE-5 SE-6 SE-7 SE-8 SE-10 TR-1 TR-2 NS-1 NS-3 NS-7 NS-8 WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 Best Management Practice(BMP) Descnption ->Geotextiles & Mats Wood Mulching Earth Dikes and Drainage Swales Slope Drains Silt Fence Sediment Trap Check Dam Fiber Rolls Gravel Bag Berm Street Sweeping and Vacuuming Sandbag Barrier Storm Dram Inlet Protection Stabilized Construction Ingress/Egress Stabilized Construcion Roadway Water Conservation Practices Paving and Grinding Operations Potable Water/Irrigation Vehicle and Equipment Cleaning Material Delivery and Storage Material Use Stockpile Management Spill Prevention and Control Solid Waste Management Hazardous Waste Management Concrete Waste Management 3 iff 3 Ulma. ff3 I TJ O •T 3o_ o 3(Q•gW 3 5J Z Ifa u> • jj row 3* <Sr uT 2.3 3 »ogo a 07 Q. n> s_ tn (0 CO COQ Q Q * *; * 666c c cI I §. a n n D D D D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No CB091187 Address 1760 ANDREA AV Planner GINA RUIZ Phone (760) 602- 4675 APN 207-120-07-00 Type of Project & Use ADDITION Net Project Density DU/AC Zoning R-1 General Plan RLM Facilities Management Zone 1 CFD (in/out) #_Date of participation 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 D NO |3 TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES YES n NO Kl TYPE Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES Q NO ^ CA Coastal Commission Authority? YES Q NO El 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) Habitat Management Plan Data Entry Completed? YES D NO Kl 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') Inclusionary Housing Fee required- YES D NO [X] (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES Q NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 Site Plan Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability YES D NO ^ 2 Project complies YES D NCQ DD D Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope Required 20; Shown 22' Required 6T_ Shown 7' & 11 5' Required N/A Shown N/A Required 134' Shown 28' Required N/A Shown N/A 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required Required Required Required Ream red Shown Shown Shown Shown Shown Required LESS THAN 40% Shown 37 6% D 4 Height 5 Parking Required 30' MAX Shown 131 Spaces Required 2 Shown 2 (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GR DATE 7/20/09 H \ADMIN\Template\Buildmg Plancheck Review Checklist doc Rev 4/08 LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W Suite 100 San Diego, CA 92121-3772 phone 858 535 9111 • fax 8585351989 • www lovelaceeng com JOB_ SHEET NO CALCULATED BY_ CHECKED BY SCALE M.O: OF __ DATE. DATE ENGLE RESEDENCE ADDITION STRUCTURAL CORRECTIONS 1760 ANDREA AVENUE CARLSBAD, CA 92008 |~| CORRECTIONS • 9 SEE UPDATED CALCULATIONS FOR "STRONG-WALLS" PI CORRECTIONS * !0 ALL "STRONG-WALL" DETAILS ARE PER ECC-ES ESR-I261 PI CORRECTIONS * II SEE UPDATED CALCULATIONS FOR RH-I LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W Suite 100 San Diego, CA 92121-3772 phone 858 535 9111 • fax 8585351989 • www lovelaceeng com JOB_Jo°ll-lL SHEET NO -z-OF CALCULATED BY_ CHECKED BY SCALE DATE. DATE LEVEL ROOF MEMBERS ^E A D E-R.6 / MARK: Rv\-\ SPAN* \1,^ FT. Qj UNIFORM LOAD Wl= 1lCW-2^> = Tft PLF W2= 3^7y-z^ = "STll PLF w\ ^ ifz W3 = PLF 1 fl Pl= •3HC<s/7^(Tg 5/-z>, =10^ LBS | T P2= 3^ (VzV^/tN = 11% LBS K .x, .-' ^r/Ki'L™» • / 1 r » (- Jt/.i^ Tflf'X Rl= = £51 f/ LBS Rr= = S'glO LBS Vmax= = LBS Mmax= = FT-LBS Ireej = = IN4 USE ^l-L^U"1/?, F-^U OR MARK: SPAN* FT. l~] UNIFORM LOAD HI = = PLF W2 = = PLF W3= = PLF Pl= = LBS P2 = = LBS Rl= = LBS Rr= = LBS Vmax= = LBS Mmax= = FT-LBS Ireq = = IN4 USE OR MARK: SPAN= FT. H UNIFORM LOAD Wl= = PLF W2 = = PLF W3= = PLF PU = LBS P2 = = LBS Rl= = LBS Rr= = LBS vmax= = LBS Mmax= = FT-LBS Ireq = = IN4 USE OR LOVELACE ENGINEERING Wood Beam Design Lie. #:KW-OS001024 Description RH-1 Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade iLevel Truss Joist Parallam PSL 2 OE Title Dsgnr Project Desc Project Notes Job# / Printed 16JUL2009 339PM Beam Bracing Beam is Fully Braced against lateral-torsion buckling Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft 2,900 0 psi 2,900 0 psi 2,900 0 psi 750 0 psi 290 0 psi 2,025 0 psi E Me Eb Err De File z \data\PROJECTS\09VJ09176\CALCULATIONS\|09176 ec6 ENERCALC.INC 1983-2008, Var 6 0221 License Owner : lovelace engineering Calculations per IBC 2006, CBC 2007, 2005 NDS E Modulus of Elasticity <x 2,000 Oksi Emmbend-xx 2,000 Oksi 32210pcf D(0 446)^(00(88)08)1 3 5x11 875 , Span = 1250ft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 0 3290, Lr = 0 470 k/ft, Extent = 00 -» 1 0 50 ft, Tributary Width = 1 0 ft Uniform Load D = 0 1 540, Lr = 0 220 k/ft, Extent = 1 0 50 -» 1 2 50 ft, Tnbutary Width = 1 0 ft Point Load D = 0 4460, Lr = 0 6380 k @ 1 0 50 ft Point Load D = 0 3080, Lr = 0 440 k @ 1 1 50 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb Actual = FB Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+U+S Deflection Max Upward L+Lr+S Deflection Live Load Deflection Ratio Max Downward Total Deflection Max Upward Total Deflection Total Deflection Ratio Maximum Forces & Stresses for Load 067Q 1 35x11 875 2, 429 70 psi 3,625 00 psi +D+Lr+H 6438ft Span # 1 0 287 in 0 000 in 522 0 488 in 0 000 in 307 Combinations Load Combination Max Stress Ratios Segment Length Span # +0 Length = 12 50 ft 1 +D+L+H Length = 12 50 ft 1 Length = 12 50 ft 1 +0-K) 750Lr-K) 750L+H Length = 12 50 ft 1 M V Cd 0383 0311 0900 0 345 0 280 1 000 0 670 0 544 1 250 0 572 0 464 1 250 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 686 1,00041 2,61000 686 1,00041 2,90000 1666 2,42970 3,62500 1421 2,07238 3,62500 ^^H Design OK 0544 1 35x11 875 197 05 psi 362 50 psi +D+Lr+H 11 563ft Span # 1 Summary of Shear Values Vactual fv-design Fv-allow 225 8113 26100 225 8113 29000 546 19705 36250 466 16807 36250 Overall Maximum Deflections • Unfactored Loads Load Combination Span D+L+Lr 1 Max "-" Defl Location in Span Load Combination 04878 6313 Max "+" Defl Location in Span 0 0000 0 000 ' LOVELACE ENGINEERING Title Dsgnr Project Desc Project Notes Job* Printed 16JUL2009 339PM Wood Beam Design Lie. # : KW-06001024 File' z.\data\PROJECTSW9U09176\CALCULATIONS^09176 ec6 ENERCALC, INC.,1983-2008, Var 6 0.221 License Owner: lovelace engineering Description RH-1 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination DOnly LrOnly D-K.-KJ- Maximum Vertical Span Max Downward Defl 1 02008 1 02869 1 0 4878 Reactions • Unfactored Location in Span 6313 6313 6313 Support notation Far left is #1 Max Upward Defl 00000 00000 00000 Location In Span 0000 0000 0000 Support & Load Combination Support Reaction Support 1, (D-K.-K.rJ Support2. (D-K.-K.r) Maximum Vertical Reactions • Unfactored 5159 k 5810 k Support notation Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum DOnly LrOnly D+L+Lr 5159 2124 3035 5159 5810 2392 3418 5810 LOVELACE ENGINEERING Structural Engineering Services Job* (Name) J09176 Calculated By Ml Sheet # Date 6/22/09 jjjHffBBHSBBBBpffifflffij Roof E-W Line: 1 Areas (sqft) Additional Load (Ibs) ffl&aiygB&KSsBSft Seismic Areal 1425 Rho « 10 Area 2 Gridline Load Offset (Biank-0)•• Strongwall / Hardyframe Wall Lengths Panel / Frame Length (ft) V Allowable (Ibs) Drift" Allowable (fn)" Use [ Overturning Calculation IL1 200 1530 b~370 L2 200 1530 L3 0 370 f~*\ Strongwall(s) / Hardyframe(s) Per Plan = 765 Panel / Frame Length Shear Load (Stiffness Ratio) Panel / Frame Height Panel / Frame Weight Tributary Dead Load Partial Tributary Dead Load (PDL) PDL Start ^ PDL End Concentrated bead Load (CDL) CDL Moment Arm Of 'Moment Resisting Moment ( 6DL) Uplift Uplift from Above Total Uplift Use Holdown # Line: 1 Length (ft) Additional Load (Ibs) Wind Wind Pro Length Le 200 623 8'i'6 4981 " 154 2758 2758 200 623 8 16 4981 154 2758 2758 ..•• • Grtdllnes 1 - 2 ft- 26 Wind Proj «= Gridllnes 1 - 2 Length Right - Gridline Load Offset (Blank>0) Strongwall / Hardyframe Wall Lengths Panel /Frame Length (ft) V Allowable (Ibs) , Drlt Use Overturning Calculation jt Allowable (In )j O L1 200 2010 0530 L2 200 2010 0530 L3 Strongwall(s) / Hardyframe(s) Per Plan = 1005 Shearwall Length Shear Load Wall Height Wall Weight Tributary Dead Load Partial Tributary Dead Load (PDL) PDL Start '' PDL End Concentrated bead Load (CDL) CDL Moment Arm OT Moment Resisting Moment ( 6DL) Uplift Uplift from Above Total Uplift Use Holdown # 200 553 8 16 4420 154 2438 2438 200 553 8 16 4420 154 2438 2438 ••1 Plf Load = (Vx'T.A/2) = Total Additional Load = Total Load - Redundancy -TL* Rho » Total Length - > Shear (TL/L)* ft Ibs ft psf Plf Ibs ft Ibs ft ft-lbs ft-lbs Ibs Ibs ^^BSSI 17 1245 0 1245 1245 400 311 Seismic Governsm psf Ibs Ibs Ibs Ibs ft pf Ibs Per Holdown Schedule Vxl = Vxr« Load = (Vxl*AI/2) + (Vxr*Ar/2) • Total Additional Load = Total Load = Total Length = plf > Shear (TL/L) = ft Ibs ft psf plf Ibs ft Ibs "ft ft-lbs ft-lbs Ibs Ibs 850 850 1105 0 1105 400 27t Plf plf Ibs Ibs Ibs ft plf Ibs Per Holdown Schedule moi OK OK I I I I I I I I I I I I I I I I I I T LOVELACE ENGINEERING Structural Engineering Services STRUCTURAL CALCULATIONS DATE: JUNE 24, 2009 PROJECT: ENGLE RESIDENCE ADDITION 1760 ANDREA AVENUE CARLSBAD, CA 92008 OWNER: EDWIN & SHANNON ENGLE P.O BOX 658 OCEANSIDE, CA 92049 DESIGNER: JOB: RICH ANDERSON 2507 NAVARRA DRIVE CARLSBAD, CA 92009 J09176 NOTE THESE CALCULATIONS ARE INVALID UNLESS BEARING A WET STAMP & SIGNATURE LOVELACE ENGINEERING J°B SHEET NOStructural Engineering Services CALCULATED BY M !£-- DATE (s /"Z-"2-/O °( CHECKI phone 858 535 9111 • fax 8585351989 • www lovelaceeng com SCALE. 5930 Cornerstone CourtW Suite 100 San Diego, CA 92121-3772 CHECKED BY TABLE OF CONTENTS SUBJECT SHEET DESIGN CRITERIA ~~Z- DESIGN LOADS . 3 VERTICAL ANALYSIS/DESIGN ^ LATERAL ANALYSIS/DESIGN \Q FOUNDATIONS / RETAINING WALLS STRUCTURAL NOTES / SCHEDULES / DETAILS (WHERE APPLICABLE; I LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W Suite 100 San Diego, CA 92121-3772 phone 858 535 9111 • fax 8585351989 • www lovelaceeng com JOB__ SHEET NO CALCULATED BY_ CHECKED BY SCALE OF _ DATE DATE GOVERNING CODE; CONCRETE: MASONRY: MORTAR: GROUT: REINFORCING STEEL: DESIGN CRITERIA IBC2006/CBC01 F'c = 2500 psf, NO SPECIAL INSPECTION REO-'D CU N O ) MEDIUM WEIGHT, ASTM C30, F'm = 1500 psf, SPECIAL INSPECTION REQ'D ASTM C210, F'c = l8>00 psf, TYPE S ASTM C416, F'c = 2000 psi ASTM A6I5, Fy = 40ksi FOR * 4 AND SMALLER ASTM A6I5, Fy = &0ksi FOR * 5 AND LARGER (U N O ; STRUCTURAL STEEL: ASTM A5>12, Fy= 50 ksf CSTEEL SHAPES; U N.O. ASTM A500, GRADE B, Fy= 46^i ^STRUCTURAL TUBE; ASTM A53, GRADE B, Fy= 35ksf ("STRUCTURAL PIPE; ASTM A3&, Fy= 36 ksi (^PLATES; BOLTING: WELDING: SAWN LUMBER: GLULAMS: SOIL: A301, SINGLE PLATE SHEAR CONN A325-N, A490-N HIGH STRENGTH, SINGLE PLATE SHEAR CONN E10XX SERIES-TYP , E30 SERIES FOR A&I5 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-VS FOR CANTILEVER CONDITION ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE ACTIVE SOIL PRESSURE (-RESTRAINED; PASSIVE SOIL PRESSURE SOIL DENSITY COEFFICIENT OF FRICTION = \SOO psf = pcf = pcf = pcf = pcf ^EXISTING NATURAL SOIL PER IBC TABLE 18042 SOILS REPORT BY PROJECT NUMBER- DATED- SOIL CLASSIFICATION I LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W Suite 100 San Diego, CA 92121-3772 phone 8585359111 • fax 8585351989 • www lovelaceeng com JOB_\n°n-r SHEET NO OF CALCULATED BY_ CHECKED BY SCALE DATE, DATE DEAD DESIGN LOADS ROOF LOAD-fu*T £.«*> ROOFING ( A fcfr\\ S^\AUJ=J- . H.n psf 3.0 SHEATHING RAFTER/CEILING JOISTS OR TRUSSES . INSULATION DRTWALL OTHER TOTAL CELEC , MECH., MISC ; DEAD LOAD- LlVE LOAD- CROOF USE PER IBC TABLE 1601 i; TOTAL DEAD LOAD: FLOOR LOAD- FLOORING ( ) LT WEIGHT CONCRETE SHEATHING JOISTS DRTWALL OTHER TOTAL CELEC , MECH , MISC ; DEAD LOAD- LlVE LOAD- PRESIDENTIAL USE PER IBC TABLE 1601 \) TOTAL STUDS LOAD: EXTERIOR WALL DRTWALL INSULATION 15 35 15 2 5 10 \4 0psf "Z.& 0 psf "SS .0 psf • • i t. 1 ' 1 l i t \3 o fSF •ZP o P^^ ~S,"3 o P6P DECK/OTHER 4 0psf 0 2.0 35 2 5 2 0 0 psf 40 0 psf ~" ,0 psf 1 0 psf 2 5 1.5 .0psf 0 2 0 35 2 5 0 0 psf 0 psf ~ .0 psf EXTERIOR FINISH ( <»T*(jLD ) lc> 0 OTHER TOTAL STUDS CMISC ; . . . ... LOAD: INTERIOR WALL DRTWALL OTHER TOTAL CMISCJ ... . - LOAD: 10 \t-0psf 1 0 psf 50 1.0 1.0 psf LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W Suite 100 San Diego, CA 92121-3772 phone 858 535 9111 • fax 8585351989 • www lovelaceeng com JOB_lib SHEET NO CALCULATED BY_ CHECKED BY SCALE DATE. DATE. VERTICAL ANALYSIS / DESIGN LEVEL ROOF MEMBERS B£.AWl, MARK; frs-l SPAN= H FT, D UNIFORM LOAD Wl= "it ( **/-£) = S-££ PLF W2 = = PLF ,e\W\ t IW3= = PLF 1 ^ Pl= 3S(V£/'*2/^> = ^Hfe LBS t T P2= = LBS r r-' r M'iRl= = MD\W LBS " n ' * Rr= = -s\nn LBS Vm<ax= = LBS Mmax= = FT-LBS lreq= = IN4 USE laxH fr\ OR MARK, P.fe-2-SPAN- 2-'.^ FT. 1^ UNIFORM LOAD Nl= -3>S(3^ S/^ = STb PLF W2= = PLF ^-^ W3= = PLF^^^ Pl= = ^<^S P2= ^ - ^-^" LBS Rl= ^^^ -- ^-2,9, LBS Rr= ^^^" = (,lZfe LBS Vmax= = LBS Mmax= = FT-LBS lrecj= = IN4 USE ^'/H t |H PSL- OR MARK; SPAN= FT. H UNIFORM LOAP Wl= = PLF N2 = = PLF W3= = PLF Pl= = LBS P2= = LBS Rl= = LBS Rr = = LBS Vmax= = LBS Mtnax= = FT-LBS [rec)= = IN4 USE OR 1 • LOVELACE ENGINEERING • * i Wood Beam Design • Lie.*: KW-06001024 Description RH-1 Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species iLevel Truss Joist Wood Grade Parallam PSL 2 OE Title Dsgnr Project Desc Project Notes Job# Jo'lllls <b) "23> Printed 23 JUN 2009 9 42AM File z \data\PROJECTS\09\J09176\CALCULATIONS\j09176ec6 L ENERCALC, INC 1983-2008, Ver 6 0 221 | License Owner : lovelace engineering Calculations Fb- Tension 2, 9000 psi E Fb-Compr 2,9000 psi Fc - Prll 2,900 0 psi Fc - Perp 750 0 psi Fv 290 0 psi Ft 2,0250 psi per IBC 2006, CBC 2007, 2005 NDS Modulus of Elasticity Ebend-xx 2,0000ksi Emmbend-xx 2,0000ksi Density 32210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling 1 | 1 | • | • | T » s.y Applied Loads Load for Span Number 1 D(0 329) Lr(0 47) T !#mt^;-S^f 525x11 875, » Span = 1550ft D(0 446) L£$0338$)i Lr(0 44) D(( 154)Lr(0 >2) V T » T " — • Service loads entered Load Factors will be applied for calculations Uniform Load D = 0 3290, Lr = 0 470 k/ft, Extent = 00 -» 1 3 50 ft, Tributary Width = 1 0 ft Uniform Load D = 0 1 540, Lr = 0 220 k/ft, Extent Point Load 0 = 04460, Lr = 06380k@1350ft Point Load 0 = 03080, Lr = 0440k@1450ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb Actual FB Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L+Lr+S Deflection = Max Upward L+Lr+S Deflection = Live Load Deflection Ratio = Max Downward Total Deflection = Max Upward Total Deflection = Total Deflection Ratio = = 13 50 -» 14 50 ft, Tributary Width = 1 0 ft 0669 1 525x11 875 2,425 86 psi 3,625 OOpsi +D+Lr+H 7 905ft Span # 1 0 439 in 0 000 in 423 0 747 in 0 000 in 249 Maximum Shear Stress Ratio Section used for this span fv Actual Fv Allowable Load Combination Location of maximum on span Span # where maximum occurs ^^^H Desian OK 0443 1 525x11 875 160 70 psi 362 50 psi +D+Lr+H 14570ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M +D Length = 15 50 ft 1 0383 +D+L+H Length = 15 50 ft 1 0344 +D+Lr+H Length = 15 50 ft 1 0669 +D+0 750Lr+0 750L+H Length = 15 50 ft 1 0 571 V Cd 0 253 0 900 0 228 1 000 0 443 1 250 0 378 1 250 Summary of Moment Values Mactual fb-design Fb-allow 1027 99885 2,61000 1027 99885 2,90000 24 94 2,425 86 3,625 00 2128 2,06911 3,62500 Summary of Shear Values Vactual fv-design Fv-allow 275 6616 26100 2 75 66 16 290 00 668 16070 36250 570 13706 36250 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max '-" Defl Location in Span Load Combination D+L+Lr 1 07466 7828 Max "+" Defl Location in Span 0 0000 0 000 I I I I I I I I I I I I I I I I I I I I LOVELACE ENGINEERING Title Dsgnr Project Desc Project Notes Job* Printed 23JUN2009 942AM File zVJataWpJECTS\09\J09176\CALCUtAJ!ONSp176.6c6' '''' Description RB-1 Maximum Deflections for Load Combinations • Unfactored Loads License Owner : lovelace engineering Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span DOnly LrOnly D+L-K-r 02823 04034 06857 Maximum Vertical Reactions • Unfactored Support & Load Combination Support 1, (D-H_+Lr) Support 2, (D4.+Lr) Maximum Vertical Reactions • Unfactored 9 500 0 0000 9 500 0 0000 9 500 0 0000 Support notation Far left is #1 0000 0000 0000 Support Reaction 4016 k 3107 k Support notation Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum DOnly LrOnly DHAr 4016 1654 2362 4016 3107 1279 1828 3107 LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W Suite 100 San Diego, CA 92121-3772 phone 858 535 9111 • fox 8585351989 • www lovelaceeng com JOB_Join I SHEET NO CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE LEVEL ROOF MEMBERS ^E-AbERjS , MARK, R>\-\ SPAN= IS -S" FT. Q] UNIFORM LOAD HI- 1lC"/-z^ = Tft PLFW2= 1,1 ^zy-^ • "sit pi-F w\ P^ Hpi W3= = PLF ] iri PL •3H(S/'&1TS S/7>\ = \OV\ LBS j T P2= 'Bl (VzY^-2-/^ = 7^6 LBS r r.-' ^iVi'l7 Rl= = k.313 LBS Rr= = \o\oT] LBS Vmax= = LBS Mmax= = FT-LBS lreq= = IN4 USE SV/M * \\n/fe J*t> U OR MARK, SPAN. FT. l~l UNIFORM LOAD Wl = = PLF W2 = = PLF W3= = PLF Pl« = LBS P2 = = LBS Rl= = LBS Rr = = LBS Wiax= = LBS Mmax= = FT-LBS Ireq = = IN4 USE OR MARK, SPAN= FT. H UNIFORM LOAD Wl= = PLF W2 = = PLF H3 = = PLF PI. = LBS P2= = LBS Rl= = LBS Rr= = LBS Vmax= = LBS Mmax= = FT-LBS Ireq = = (N4 USE OR 1 1 •1 1 LOVELACE ENGINEERING • * |-^!ai^lMlf'gi3.r.. .,;& -;&kv ;-. -;-.'•.. .-^• Lie. # : KW-06001024 Descnption RH-1 Material Properties Analysis Method Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species iLevel Truss Joist Wood Grade Parallam PSL 2 OE Beam Bracing Beam is Fully Braced against lateral-torsion Title Dsgnr Project Desc Project Notes Job# Jo 111 L, <bj 23 Printed 23JUN2009 942AM ;v'.l... ^.^VJaWPlWECTSyBBUlWTe^CUl^TIplJS^ITB;^, b License Owner Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft buckling Calculations 2,900 0 psi E 2,900 0 psi 2,900 0 psi 750 0 psi 290 0 psi 2,0250 psi D(0 329) Lr(0 47) ^^MB^^^—HbHHIBHHiHH^BI^•H^^B^^^^ _*___„„ lovelace engineering per IBC 2006, CBC 2007, 2005 NDS Modulus of Elasticity Ebend- xx Emmbend-xx Density D(0 446) D«<.__.__, 2,000 Oksi 2,000 Oksi 32210pcf -fWTJBMtt Lr(0 44) 154)Lr(0 22) ' t t * " ^^MMW£ I I I 525x11875, Span = 15 50 ft Applied Loads Service loads entered Load Factors will be applied for calculations Load for Span Number 1 Uniform Load D = 0 3290, Lr = 0 470 k/ft, Extent Uniform Load D = 01540, Lr = 0 220 k/ft, Extent Point Load D = 0 4460, Lr = 0 6380 k @ 13 50 ft Point Load D = 0 3080, Lr = 0 440 k @ 14 50 ft = 00 -» 13 50 ft, Tributary Width = 1 0 ft = 13 50 -»14 50 ft, Tributary Width = 1 0 ft 1 1 1 1 • | 1 DESIGN-SUMMARY ^^B Maximum Bending Stress Ratio = 0 669t 1 Maximum Shear Stress Ratio Section used for this span 5 25x1 1 875 Section used for this span fb Actual = 2,425 86 psi fv Actual FB Allowable = 3,625 00 psi Fv Allowable Load Combination +D-H_r+H Load Combination Location of maximum on span = 7905ft Location of maximum on span Span # where maximum occurs = Span#1 Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection = 0 439 in Max Upward L+Lr+S Deflection = 0 000 in Live Load Deflection Ratio = 423 Max Downward Total Deflection = 0 747 in Max Upward Total Deflection = 0 000 in Total Deflection Ratio = 249 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length +D Length = 15 50 ft •K3-H.+H Length = 15 50 ft +D+LT+H Length = 15 50 ft +&»0750Lr«0750L+H Length = 15 50 ft Overall Maximum Load Combination D+L+Lr Span* 1 1 1 1 Deflections - Max Stress Ratios M V 0 383 0 253 0344 0228 0669 0443 0571 0378 Unfactored Loads Summary of Moment Values C d Mactual 0900 1027 1000 1027 1250 2494 1 250 21 28 fb-design Fb-allow 99885 2,61000 99885 2,90000 2,42586 3,62500 2,06911 3,62500 Span Max "-' Deft Location in Span Load Combination 1 07466 7828 5 Desian OK 1 0443 1 25x11 875 160 70 psi 362 50 psi +D+Lr+H 14570ft Span#1 Summary of Shear Values Vactual 275 275 668 570 Max "+" Defl 00000 fv-design Fv-allow 66 16 261 00 6616 29000 160 70 362 50 13706 36250 Location in Span 0000 LOVELACE ENGINEERING I I I I I I I I I I I I I I I I Lie. # : KW-06001024 Printed 23 JUN 2009. 942AM License Owner : lovelace engineering Description RH-1 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination Span Max Downward Defl Location in Span Max Upward Defl Location in Span D Only 1 0 3074 LrOnly 1 04392 D-H.-HJ- 1 0 7466 Maximum Vertical Reactions - Unfactored 7 828 0 0000 7828 00000 7828 00000 Support notation Far left is #1 0000 0000 0000 Support & Load Combination Support 1, (D+L+Lr) Support 2, (D+L+Lr) Maximum Vertical Reactions - Unfactored Support Reaction 6313~1— 6679 k Support notation Far left is #1 Load Combmaton Overall MAXimum DOnly LrOnly 0+L-H.r Support 1 6313" Support 2 6679 2 600 2 750 3714 3929 6313 6679 LOVELACE ENGINEERING Structural Engineering Services Job # (Name) J09176 Calculated By MI Sheet #of Date 6/22/09 4iipiiiiiitii^ 1Spfi?fe^-.- ® Roof- =!.-•.: ,- . ' Type Roof (flat) Roof (sloped) Roof Deck Walls (exterior) Walls (interior) Total •vMA;:i-L:::H;;;j! @ Floors i|i. .;, . Type Floor 1 Floor 2 Deck Lower Roof Walls (ext blw ) Walls (mt blw ) Walls (ext abv ) Walls (mt abv ) Total Dead Load (psf) 130 140 00 160 70 - Dead Load (psf) 00 00 00 00 00 00 - Area (ft') Length (ft) Plate Height (ft) Weight (Ibs) 660 - 8580 2905 - 40670 0 250 80 16000 150 80 4200 3565 69450 Area (ft') Length (ft) Plate Height (ft) Weight (Ibs) 0 0 0 0 00 0 00 0 0 0 0 0 '• •'•*/ • .: ' .-^ • Seismic!Analysis^;;Wv -M ^^HHS:%8;;@.R°Pfe'?:&SfeJ;- . Story Load (LRFD) = Story Load (ASD) = Total Diaph Area = Diaph Load = !W*lll»;®,FJpQ!SlS;gi:;:;.i:: * Story Load (LRFD) = Story Load (ASD) = Total Diaph Area = Diaph Load = 8 9 kips 6 23 kips 3565 ft 2 17 psf kips kips ft2 psf * * * See next page for calculation of story load ENGLE ADDITION JQB DATE 6/22/2009 PAGE II / 2-3 DESIGN BY M I REVIEW BY M T L SeisrfiicSffnalysis.Bas^a on IBG 06/CBG;Oii[gquivalent Lateral-Fore^ Prbceciuref ASCg^r05»12 8)g^g INPUT DATA Typical floor height Typical floor weight Number of floors Importance factor (ASCE 1151) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12 8-2) The coefficient(ASCE Tab 1221) W h= 1n= l= 1 (IBCTab16045) Zip Code 92008 D (If no soil report use D) C, = 0 02 R= 65 DESIGN SUMMARY Total base shear V = 013W, (SD) = 9 0 09 W, (ASD) = 6 Seismic design category = D Latitude 35 523 Longitude 95 496 Ss = 125 064 %g , Sms = 1 251 g , Fa = 1 ooo S-= 47190 %g , S^ = 0721 g , Fv = 1528 Scs= 0834 g, SD1 = 0481 g k, (SD) k, (ASD) 100 ft 69 k k =1 00 (ASCE 12 8 3 og130) 695 X = 075 (ASCE Tab 12 8 2) Ta=C;(hn)X= 011 Sec (ASCE 12 8 21) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor No Name Height ft 1 Roof Height Weight ft k Lateral force @ each level Fx Vx 0 M k k k-ft Diaphragm force IF, iW, Fpx k k k 1000 Ground 100 00 69 695 1 000 89 89 69 12 89 89 I l^j LOVELACE PRniFPT1 !^^- ENGINEERING rKUJtu I | : otru,;— r CLIENT ° 9 JOB NO ENGLE ADDITION PAGE |"Z- |'2-3 DESIGN BY M 1 J09176 DATE 06/22/09 REVIEW BY MTL Wind Analysis for Low-rise Building, Based on ASCE 7-05 / IBC 2006 / CBC 2007 INPUT DATA \ Exposure category (B CorD) Importance factor, pg 77 (087 10 or 11 5) I = Basic wind speed (IBC Tab 1609 3 1V3S) Topographic factor (Sec 6572 pg 26 & 45) Building height to eave Building height to ridge Building length Building width Effective area of components DESIGN SUMMARY V = Kz, = he = hr = L = B = A = C 1 00 Category II 85 mph 1 Flat 9 ft 13 ft 68 ft 48 ft 0 ft2 Max horizontal force normal to building length L face = Max horizontal force normal to building length, B, face = Max total horizontal torsional load = Max total upward force = ••-..s' "•-.. l- ; I 8 84 kips 5 28 kips 47 11 ft-kips 33 25 kips ' ] --""" ! i | _ ; " V ', --J::"'" *"" ANALYSIS Velocity pressure qh = 0 00256 Kh Kzt Kd V2 1 where 1336 psf qh = velocity pressure at mean roof height h (Eq 6-15 page 27) rC, = velocity pressure exposure coefficient evaluated at height h (Tab 6 3 Case 1 pg 79) = Kd = wind directionality factor (Tab 6-4 for building page 80) = h = mean roof height = 085 085 11 00 ft < 60 ft, [Satisfactory] Design pressures for MWFRS P = Ph [(G Cpt )-(G Cp, )] where p = pressure in appropriate zone (Eq 6-18 page 28) G Cp , = product of gust effect factor and external pressure coefficient see tablebelow (Fig 6-10 page53 & 54) G Cpl = product of gust effect factor and internal pressure coefficient (Fig 6-5, Enclosed Building, page 47) 018 or -018 a = width of edge strips Fig 6-10 note 9 page 54 Net Pressures (psf), Basic Load Cases Surface 1 2 3 4 1E 2E 3E 4E 5 6 <i -• ^"••-^fcs|; ".LrriiLNLE ;:."-^NL:\ -•-"' ^ Roof angle 8 = 9 46 Net Pressure with GC?f (+GCPI) (-GCPI) 0 44 3 46 8 27 -069 -1163 -682 -0 40 -7 79 -2 98 -0 33 -6 84 -2 03 067 650 1131 -107 -1670 -1189 -058 -1012 -531 -049 -899 418 -0 45 -8 42 -3 61 -0 45 -8 42 -3 61 •., •' ... V\ \ ' f"^.'.'>i *': -r^^ix7'l->^ ' '**";':.•'••.': \V'.>-*?$ I '•*'• ^'"::: T~~' ^'^:4 Roof angle 9 = MAX[ MIN(0 1 B, 0 4h), 0 04B.3] =440 ft Net Pressures (psf), Torsional Load Cases 000 Net Pressure with Surfa P' (+GCPI) 0 40 2 94 -069 -1163 -0 37 -7 35 -0 29 -6 28 061 575 -107 -1670 -0 53 -9 49 -043 -815 -0 45 -8 42 -0 45 -8 42 ,-zJrN-. :••,••••.•••...•,::«-.•' (""•'•v~^;;*l If"' -«•,- ' Transverse Direction Longitudinal Direction S_os. i.Q_L pqd Cases (-GCPI) 775 1T -6 82 2T -2 54 3T -1 47 4T 1056 -11 89 Surfa -468 -334 1T -3 61 2T -3 61 3T 4T •••- ^ " * •"^-..JHf-.1 ' FF.-'T.F •' 'iNFR - ; I Transverse Direction Roof angle 0 =946 ce Net Pressure with GCpf (+GCPI) 0 44 0 86 -0 69 -2 91 -0 40 -1 95 -0 33 -1 71 Roof angle 6 = (-GCpi) 207 -1 70 -074 -051 000 ce Net Pressure with pf (+GCPI) 0 40 0 73 -0 69 -2 91 -0 37 -1 84 -029 -157 '.r V''. \ "\ ,T \\ X ll' 1E T^ (-GCpl) 1 94 -1 70 -063 -037 '. :T vj :'\^-1 ]¥S^?@SM 585^ i^M ..^" , -•*< -..M^F ' ^;.i i.pi-j.:.^ •v-KNrK-y | ^ Longitudinal Direction Torsional Load Cases [3/23 Basic Load Cases In Transverse Direction Surface 1 2 3 4 1E 2E 3E 4E I 10psf min Sec 6 1 4 1 Area (ft2) 533 1440 1440 533 79 214 214 79 Honz Vert Honz Vert Pressure (k) with (+GCpl) 1 84 -1675 -11 22 -364 051 -358 -217 -071 557 -3325 884 -3264 (-GCpl) 440 -982 -429 -108 090 -255 -1 14 -033 557 -1755 884 -3264 Basic Load Cases in Longitudinal Direction Surface 1 2 3 4 1E 2E 3E 4E 2. 10 psf mln Sec 6 1 4 1 Torslonal Load Cases In Transverse Direction Surface 1 2 3 4 1E 2E 3E 4E 1T 2T 3T 4T Area (ft2) 227 613 613 227 79 214 214 79 306 827 827 306 Pressure (k) with (+GCP1) 078 -713 -477 -155 051 -358 -217 -071 026 -240 -161 -052 (-GCpi) 188 -418 -182 -046 090 -255 -1 14 -033 063 -141 -062 -016 Total Honz Torsional Load, MT Design pressures ft p = qh[(GCp)-(G where p = pressi Pmin=10 see Torsion (ft-k) <+GCpi) 12 -17 12 23 15 -17 11 21 -4 7 -5 -9 47 (-GCpl) 28 -10 4 7 27 -12 6 10 -11 4 -2 -3 47 >r components and claddingc"i)] JlSre on component (Eq 6-22, pg 28) -<;O^ DSf(Sec 6142, pg 21) ernal pressure coefficient i table below (Fig 6-11, page 55~58) Area (ft2) 442 1351 1351 442 86 303 303 86 Horiz Vert Honz Vert Pressure (k) with (+GCpi) 1 30 -1571 -993 -278 049 -507 -288 -070 527 -3313 528 -3264 (-GCp ) 343 -921 -343 -065 090 -361 -142 -029 527 -1743 528 -3264 Torslonal Load Cases in Longitudinal Direction Surface 1 2 3 4 1E 2E 3E 4E 1T 2T 3T 4T Area (ft2) 178 1048 1048 178 86 303 303 86 264 1351 1351 264 Pressure (k) with (+GCP ) 052 -1218 -770 -1 12 049 -507 -288 -070 019 -393 -248 -041 (-GCpl) 138 -714 -266 -026 090 -361 -1 42 -029 051 -230 -086 -010 Total Horiz Torsional Load, MT Walls Torsion (ft-k) (+GCp,) 4 34 -22 8 10 14 -8 14 -2 -22 14 -5 390 (-GCpl) 10 20 -7 2 18 10 -4 6 -6 -13 5 -1 390 2 si- 2 2 1 1 1- 2 ii i ii i i ~ i~ 3 |2 '3 I I I I stj-is- Roof e«7 Roof •>' Effective Area (ft1) Comp 0 Zonel GCP 050 -GCP -090 Zone 2 GCP 050 -GCP -1 90 Zone3 GCP 050 -GCP -260 Zone 4 GCP 090 GCP -099 Zones GCp 090 -GCp -126 (Walls reduced 10 %, Fig 6-11 A note 5 ) Comp & Cladding Pressure (P»f) Zonal Positive 1000 Negnlve -1443 Zone 2 Positive 1000 Negative -2780 Zone 3 Positive 1000 Negative -3715 Zone 4 Positive 1443 Negative -1564 Zones Poeltlve 1443 Negative -1924 LOVELACE i^. ENGINEERING Structural Engineering Se Job # (Name) J0917B Calculated By Ml Sheet*of 23 Date 6/22/09 Wind Analysis Wind N-S Values Wind Proj #1z 1 Grid Lines A - C Wind Load Totai = 53 kips Height roof = 40 ft Height 2nd= 90 ft Height 1st= ft Proj Length = ft Wind Load Ad| ,o, HI = kips Proj Wind Load = plf Proj Length = 48 ft Wind Load Ad| lor Hl = 3 45 kips Proj Wind Load = 72 plf Wind Proj #2I •5o Grid Lines Wind Load Totai = kips Height I0<),= ft Height 2nd= ft Height 1s,= ft Proj Length = ft Wind Load Ad] ,0, Ht = kips Proj Wind Load = plf Proj Length = ft Wind Load Ad, ,or HI = kips Proj Wind Load = plf | 1 I Grid Lines Wind Load Totai - kips Height roo,= ft Height 2nd = ft Height 1s,= ft Proj Length = ft Wind Load Adj forH, = kips Proj Wind Load = plf Proj Length = ft Wind Load Ad, ,or H, = kips Proj Wind Load = plf Wind Proj #41 | Grid Lines Wind Load Totai = kips Height roo,= ft Height 2nd = ft Height 1st= ft Proj Length = ft Wind Load Ad] ,„ H1 = kips Proj Wind Load = plf Proj Length = ft Wind Load Adi ,„, „, = kips Proj Wind Load = plf Wind E-W Values L# foJd pui/wZ §K Grid Lines 1 - 2 Wind Load Totai = 88 kips Height ,oo,= 40 ft Height 2nd= 90 ft Height 1s,= ft Proj Length = ft Wind Load Ad] ,0, m = kips Proj Wind Load = plf Proj Length = 68 ft Wind Load Adj ,0, HI = 5 78 kips Pro) Wind Load = 85 plf Wind Proj #2z 1 Grid Lines Wind Load Totai = kips Height roo,= ft Height 2nd = ft Height 1s,= ft Proj Length = ft Wind Load Ad, ,or HI = kips Proj Wind Load = plf Proj Length = ft Wind Load Adi ,0, Ht = kips Proj Wind Load = plf Wind Proj #31 | Grid Lines Wind Load Totai = kips Height ,oof = ft Height 2nd = ft Height 1st= ft Proj Length = ft Wind Load Ad, fo, Ht = kips Proj Wind Load = plf Proj Length = ft Wind Load Ad| ro, Ht = kips Proj Wind Load = plf Wind Proj #4I I Grid Lines Wind Load Totai = kips Height ,„„,= ft Height 2nd = ft Height 1sl= ft Proj Length = ft Wind Load Ad|(0, HI = kips Proj Wind Load = plf Proj Length = ft Wind Load Adj fo, m = kips Proj Wind Load = plf Note 'Wind Load Adj ' is the ratio of the Total Wind Load multiplied by the Total Height of the structure divided by the Total Height of the structure less half the Height of the 1st floor LOVELACE ENGINEER|NG_ Structural Frioiriucrmq S'J Job # (Name) J09176 Calculated By Ml Sheet*of Date 6/22/09 Shearwall Design Roof N-S Line B Areas (sqft) Additional Load (Ibs) Wall Length (ft) Use /T) Seismic Area 1 1425 Rho = 10 Area 2 Gridlme Load Offset (Blank=0) L1 700 Shear Wall Lengths L2 300 L3 Per Shearwall Schedule (mm 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) Additional Load (Ibs) Wall Length (ft) Use /V\ 700 872 8 16 6973 1882 N/A N/A 300 374 8 16 2988 346 881 88) Wind Wind Proj = Gndlmes A C Length Left = Wind Proj = Gndlmes A C Length Right = 26 Gridlme Load Offset (Blank=0) L1 700 ShearWall Lengths L2 300 L3 Per Shearwall Schedule (mm 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 ( SDL) Uplift Uplift from Above Total Uplift No Holdowns Required 7 00 655 8 16 5236 1882 N/A N/A 300 281 8 16 2244 346 N/A N/A Vx = Load = (Vx * T A /2) = Total Additional Load = Total Load = Redundancy = T L * Rho = (35 1)Adj Load = T L * (h/2L) = Total Length = Shear <TL/L) = ft Ibs ft psf plf Ibs ft Ibs ft ft Ibs ft Ibs Ibs Ibs 1 7 1245 0 1245 1245 1660 1000 *66 Seismic Governspsf Ibs Ibs Ibs Ibs Ibs ft plf /6s Per Holdown Schedule Vxl = Vxr = Load = (Vxl'AI/2) + (Vxr*Ar/2) = Total Additional Load = Total Load = Total Length = Shear (TL / L) = ft Ibs ft psf plf Ibs ft Ibs ft ft Ibs ft Ibs Ibs Ibs Ibs 71 9 71 9 935 0 935 1000 94 plf Plf Ibs Ibs Ibs ft Plf LOVELACE ENG|NEERING Slructural Eng;roonncj Se Job # (Name) J09176 Calculated By Ml Sheet* Date 6/22/09 Shearwall Design Roof N-S Line C Areas (sqft) Additional Load (Ibs) Wall Length (ft) Use {7) Seismic Areal 765 Rho = 10 Area 2 Gndline Load Offset (Blank=0) L1 500 Shear Wall Lengths L2 600 L3 500 14 Per Shearwall Schedule (mm reqd)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 No Holdowns Required Line C Length (ft) 500 209 8 16 1671 960 N/A N/A 600 251 8 16 2005 1382 N/A N/A 500 209 8 16 1671 960 N/A N/A Wind Wind Proj = GndlmesA-C Length Left = 26 Wind Proj = Gndlmes A C Length Right = Vx = 17 psf Load = (Vx * T A /2) = 668 Ibs Total Additional Load = 0 Ibs Total Load = 668 Ibs Redundancy = TL* Rho = 668 Ibs Total Length = 16 00 ft Shear (TL / L) = 42 plf ft Ibs ft psf plf Ibs ft Ibs ft ft Ibs ft Ibs Ibs Ibs Ibs Vxl = 71 9 plf Vxr= 719 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 935 Ibs Additional Load (Ibs) Wall Length (ft) Use £) Gndline Load Offset (B!ank=0) L1 500 Shear Wall Lengths L2 600 L3 500 L4 Per Shearwall Schedule (mm reqd)Overturning CalculationShearwall Length Shear Load Wall Height Wall Weight Tributary Dead Load Partial Tributary Dead Load (PDL) PDL Start PDL End Concentrated Dead Load (CDLj CDL Moment Arm OT Moment Resisting Moment ( 6DL) Uplift Uplift from Above Total Uplift No Holdowns Required 500 292 8 16 2338 960 N/A N/A 600 351 8 16 2805 1382 N/A N/A 500 292 8 16 2338 960 N/A N/A Total Additional Load - 0 Ibs Total Load = 935 Ibs Total Length = 16 00 ft Shear (TL / L) = 58 plf ft Ibs ft W psf C plf 0) Ibs > ft 0 Ibs O ft 73 ft Ibs C ft Ibs > Ibs ^ Ibs Ibs LOVELACE , ENGINEERING Slpu(.;tu'a! Entjireefing 3u Job # (Name) J09176 Calculated By Ml Date 6/22/09 Shearwall Design Roof E-W Line 1 Areas (sqft) Additional Load (Ibs) Wall Length (ft) Use |T) Seismic Area 1 1425 Rho = 1 0 Area 2 Gridhne Load Offset (Blank=0) L1 900 ShearWall Lengths L2 Per Shearwall Schedule (mm 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 No Holdowns Required Line i Length (ft) 900 1245 8 16 9961 3110 N/A N/A Wind Wind 3roj = Gndlmes 1 2 Length Left = 26 Wind Proj = Gndlmes 1 2 Length Right = Vx = 17 psf Load = (Vx * T A 12) = 1245 Ibs Total Additional Load - 0 Ibs Total Load = 1245 Ibs Redundancy = T L* Rho = 1245 Ibs Total Length = 9 00 ft Shear ( TL /L)= 138 plf ft Ibs w ft C psf £plf > Ibs O ft O Ibs y ft '= ft Ibs C ft Ibs .2lbs £ Ibs W Ibs Vxl = 85 0 plf Vxr = 85 0 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 1 1 05 Ibs Additional Load (Ibs) Wall Length (ft) Use £) Gndlme Load Offset (Blank=0) L1 900 ShearWall Lengths L2 Per Shearwall Schedule (mm 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 ( SDL) Uplift Uplift from Above Total Uplift No Holdowns Required 900 1105 8 16 8840 3110 N/A N/A Total Additional Load = 0 Ibs Total Load = 1105 Ibs Total Length = 9 00 ft Shear (TL / L) = 123 plf ft Ibs ft psf plf Ibs ft Ibs ft ft Ibs ft Ibs Ibs Ibs Ibs LOVELACE ENGINEERING Structural CrgrrGenny Se Job # (Name) J09176 Calculated By MI Sheet# Date 6/22/09 Shearwall Design Roof E-W Line 2 Areas (sqft) Additional Load (Ibs) Wall Length (ft) Use {7>Overturning Calculation ISeismic Areal 3565 Rho= 10 Area 2 Gridlme Load Offset (Blank=0) L1 600 Shear Wall Lengths L2 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 ( GDL) Uplift Uplift from Above Total Uplift Use Holdown # Line 2 Length (ft) 600 3115 8 7 24920 605 4053 4053 Wind Wind Proj = Gndlmes 1 2 Length Left = 42 Wind Proj = Gndlmes 1 - 2 Length Right = 26 Vx = 17 psf Load = (Vx * T A 12) = 3115 Ibs Total Additional Load - 0 Ibs Total Load = 3115 Ibs Redundancy = T L * Rho = 3115 Ibs Total Length = 6 00 ft Shear (TL /L)= S19 plf ft Ibs tl> ft C psf £ plf > Ibs O ft O Ibs (j ft '= ft Ibs Cft ibs ,S2lbs ,2 Ibs W Ibs Per Holdown Schedule Vxl = 85 0 plf Vxr = 85 0 plf Load = (Vxl*AI/2) + (Vxr*Ar/2) = 2890 Ibs Additional Load (Ibs) Wall Length (ft) Use (7>Overturning Calculation 1Gridlme Load Offset (Blank=0) L1 600 Shear Wall Lengths L2 Per Shearwall Schedule (mm reqd) 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 ( SDL) Uplift Uplift from Above Total Uplift Use Holdown # 600 2890 8 7 23120 605 3753 3753 Total Additional Load = 0 Ibs Total Load = 2890 Ibs Total Length = 6 00 ft Shear (TL/L)= 482 plf ft Ibs ft psf plf Ibs ft Ibs ft ft Ibs ft Ibs Ibs Ibs Ibs Per Holdown Schedule f\ I [1. ENGINEtRING PROJECT ENGLE ADDITION 1^ j Struct Eng,nsenng Sauces JQB ^ ^^ S^l®gl!SffllSf^®&!8SMB!®l(^lilMI£|J^(j^8|ffi INPUT DATA Typical floor height h = ft Typical floor weight wx = k Number of floors n = 1 PAGE 11/23 DESIGN BY M I DATE 6/22/2009 REVIEW BY M T L PATIO COVER -UrtE Pr DESIGN SUMMARY Total base shear V = 0 56 W, (SD) = 2k, (SD) 0 40 W, (ASD) = 2k, (ASD) Importance factor (ASCE 11 5 1) l= 1 (iBCTab 16045) Seismic design category = D Building location Zip Code 92008 Site Class (A, B, C, D, E, F) D (If no soil report The coefficient (ASCE Tab 1 2 8-2) C, = 0 02 The coefficient(ASCE Tab 12 2 1) R = 15 hn = 9 0 ft k = W 4k lwxhk = Latitude 35 523 use D) Longitude -95 496 Ss= 125064 %g,Sms= 1251 g, Fa= 1000 ST = 47190 %g,Sm1= 0721 g , Fv = 1528 SDS = 0 834 g , SD1 = 0 481 g 100 (ASCE 12 8 3 pg 130) X= 075 (ASCE Tab 12 8-2) = 39 Ta =C,(hn)x= 010 Sec (ASCE 12 8 21) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level Floor to floor Height Weight No Name Height hx wx wxhxk ft ft k 1 Roof 90 4 <"\ 39 900 \ Ground 00 \ L F Lateral force <S). each level Diaphragm force Cvx FX Vx 0 M IF, ZW, Fpx k k k-ft k k k 1 000 2 4 2441 24 22 — H 3 O~2> U2'o DUUKltA BA^E- £>fcill»M ~ U\"£ A F-"2.HK/ C° ~^> " 'o^k ^-^^ T~ ^r/ ('2-i ~^/H *v S^UT^f? v4/ S>T V- S^"---- vv ^ p 1 • 1 1 1 LOVELACE ENGINEERING • 1 Wood Column • Lie. # : KW-06001024 Description LINE A POST General Information Analysis Method Allowable Stress Design End Fixities Top Free, Bottom Fixed Overall Column Height 7 0 ft ( Used For non-slender calculations ) Wood Species Douglas Fir - Larch Wood Grade Select structural Fb- Tension 1,6000 psi Fv 1700 psi Fb - Compr 1 ,600 0 psi Ft 950 0 psi Fc-Prll 1,1 000 psi Density 32210pcf Fc-Perp 6250 psi E Modulus of Elasticity x-x Bending y-y Bending Axial Basic 1,6000 1,6000 1,600 Minimum 580 0 580 0 Load Combination 2006 IBC & ASCE 7-05 Applied Loads Column self weight included 47 364 Ibs * Dead Load Factor AXIAL LOADS Axial Load at 7 0 ft, D = 2 222, Lr = 3 175 k BENDING LOADS Lat Point Load at 7 Oft creating Mx-x, E = 0 840 k DESIGN SUMMARY Bending & Shear Check Results PASS Max Axial+Bendmg Stress Ratio = 09011 1 Load Combination +D-K) 750Lr+0 750L+0 5250E+H Governing NDS Formla Comp + Mxx, NDS Eq 3 9-3 Location of max above base 0 0 ft At maximum location values are Applied Axial 4651k Applied MX 3 087 k-ft Applied My 0 0 k ft Fc Allowable 438 04 psi PASS Maximum Shear Stress Ratio = 007146 1 Load Combination +D+0 70E+H Location of max above base 6 953 ft Applied Design Shear 1 9 438 psi Allowable Shear 272 0 psi Load Combination Results Title Job # Js 1 rib Dsgnr ._, , <j o Project Desc ** cv ^-^ Project Notes Printed 23 JUN 3)09 9 39AM File z \data\PROJECTS\09\J091 76\CALCULATIONS\|091 76 ec6 \ ENERCALC, INC 1983-2008, Ver 6 0 221 | License Owner : lovelace enoineerinq ^H Code Ref 2006 IBC, ANSI / AF&PA NDS-2005 Wood Section Name 6x6 Wood Gradmg/Manuf Graded Lumber Wood Member Type Sawn Exact Width 5 50 in Allowable Stress Modification Factors Exact Depth 550m Cf or Cv for Bending 10 Area 30 250 mA2 Cf or Cv for Compression 10 Ix 76 255 mM Cf or Cv for Tension 10 ly 76 255 mM Cm Wet Use Factor 1 0 Ct Temperature Factor 1 0 Cfu Flat Use Factor 1 0 Kf Built-up columns 1 Qi;'DSib32 0 ksi use Cr Repetitive ? No fa" 3» °nW Brace condition for deflection (buckling) along columns X-X (width) axis Unbraced Length for X-X Axis buckling = 7ft, K = 2 1 Y-Y (depth) axis Unbraced Length for Y-Y Axis buckling = 7 ft, K = 2 1 Service loads entered Load Factors will be applied for calculations Maximum SERVICE Lateral Load Reactions Top along Y-Y 00k Bottom along Y Y 0 840 k Top along X-X 00k Bottom along X-X 00k Maximum SERVICE Load Lateral Deflections Along Y-Y -1353m at 70ft above base for load combination E Only Along X-X 0 0 in at 0 0 ft above base for load combination n/a Other Factors used to calculate allowable stresses Bendma Compression Tension CforCv Size based factors 1000 1000 Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status +D 0 1833 PASS +D+L+H 01802 PASS +D+Lr+H 0 4323 PASS +D+0 750Lr-tO 75QL+H 0 3693 PASS +D-K) 70E+H 0 8583 PASS +D-K) 750Lr-K) 750L-K) 5250E+H 0 901 1 PASS +D-4) 750L-K) 750S+0 5250E+H 0 651 0 PASS -K) 60D-K) 70E+H 0 7806 PASS Maximum Reactions - Unfactored X-X Axis Reaction Load Combination @Base @Top DOnly Location Stress Ratio Status Location 0 0 ft 00 PASS 7 0 ft 0 0 ft 00 PASS 7 0 ft 0 0 ft 00 PASS 7 0 ft 0 0 ft 00 PASS 7 0 ft 00ft 007146 PASS 6953ft 0 0 ft 0 05360 PASS 6 953 ft 0 0 ft 0 05360 PASS 6 953 ft 00ft 007146 PASS 6953ft Note Only non-zero reactions are listed Y-Y Axis Reaction @ Base @ Top I I I I I I I I I I I I I I I I I I I LOVELACE ENGINEERING Title Dsgnr Project Desc Project Notes Job# Printed 23 JUN 2009 9 39AM File z\data\PROJECTS\09\Jp9176\CALCUU\TIO^S\jq9176ec6" ' Lie. #: KW-06001024 Description LINE A POST Maximum Reactions • Unfactored License Owner: lovelace engineering Note Only non-zero reactions are listed X-X Axis Reaction Y-Y Axis Reaction Load Combination LrOnly EOnly 0840 Maximum Deflections for Load Combinations • Unfactored Loads Load Combination Max X-X Deflection Distance Max Y-Y Deflection Distance DOnly Lr Only EOnly Sketches 00000 in 00000 in 0 0000 in 0000ft 0000ft 0000ft 0000 in 0 000 in -1 340 in 0000ft 0000ft 6953ft <Loads Loads are total entered value Arrows do not reflect absolute direction I I I I I I I I I I I I I I I I I I I LOVELACE ENGINEERING Title Dsgnr Project Desc Project Notes Job# Printed 23 JUN 2009 9 39AM Wood Column Lie. #: KW-06001024 Description LINE A POST Maximum Reactions • Unfactored File z \data\PROJECTS\09\J09176\CALCULATIONS\j09176 ec6 ENERCALC, INC 1983-2008, Ver 60221 License Owner: lovelace engineering Note Only non-zero reactions are listed X-X Axis Reaction ©TopLoad Combination LrOnly EOnly Maximum Deflections for Load Combinations - Unfactored Loads_ Load Combination Y-Y Axis Reaction ©Base 0840 Max X-X Deflection Distance DOnly LrOnly EOnly Sketches 00000 in 0 0000 in 0 0000 in 0000ft 0000ft 0000ft Max Y-Y Deflection 0000 in 0000 in -1 340 in Distance "" 0000.lt 0000ft 6953ft "t Loads are total entered value Arrows do not reflect absolute direction I LOVELACE ENGINEERING Structural Engineering Services 5930 Cornerstone Court W Suite 100 San Diego, CA 92121-3772 phone 858 535 9! 11 • fax 8585351989 • www lovelaceeng com JOB_ SHEET NO CALCULATED BY_ CHECKED BY SCALE ~£3 OF_ DATE DATE FOUNDATION DESIGN ALLOWABLE BEARING PRESSURE, q = \g~OQPSF ("PER CONTINUOUS PERIMETER 4 BEARING WALL FOOTlNGS.- LOCATION ALL lA^vA w,= WIDTH REO'D= (W,/q x 12) = USE 1-Z. " WIDE X \~L "DEEP WITH 1. * M DESIGN CRITERIA; PLF IN TOP t BOTTOM LOCATION W, = = PLF WIDTH REO'D = (W,/q x \2) =IN USE " WIDE X " DEEP WITH *TOP 4 BOTTOM LOCATION W,= WIDTH REO'D= CW,/q x \1) = USE " WlDE X " DEEP WITH ** ISOLATED SPREAD FOOTINGS.- MARK CF-i; P= RH-\ Arsq'd = P/q x 144 = USE £ PER PAD FOOTING SCHEDULE MARK (P-2) P= Ar<K)'d = P/q X 144 = USE | | PER PAD FOOTING SCHEDULE MARK fF-3; P= Ar«,'d = P/q x 144 = USE PER PAD FOOTING SCHEDULE PLF IN TOP 4 BOTTOM = \oUl1 LBS = b4l so IN LBS so. IN LBS so IN TITLE 24 REPORT Title 24 Report for: Edwin and Shannon Engle 1760 Andrea Avenue Carlsbad, CA 92008 Project Designer: Report Prepared By: Jason Vander Veen Stueven Engineering HOW SrdAve Escondido, CA 92025 (760) 735-8577 Job Number: Date: 6/22/2009 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is I authorized by the California Energy Commission for use with both the Residential and Nonresidential 2005 Building Energy Efficiency Standards j This program developed by EnergySoft, LLC - www energysoft com I EnergyPro 4 4 by EnergySoft Job Number 'UseiNuml TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1R Certificate of Compliance 3 Form MF-1R Mandatory Measures Summary 6 EnergyPro 4 4 by EnergySoft Job Number User Number 3429 Certificate Of Compliance : Residential (Parti of3) CF-1R _EdwirLand-Shannon_EngleProject Title ** 1760 Andrea-Avenue Carlsbad-project Address Date 6/22/2009- Stueven Engineering Documentation Author EnerqyPco Compl Method Building Permit # (760) 735-8577 i _V- -- / . p|9n iTelephone CA_Climate ZoneJ37 ! Field check/DateClimate Zone Plan Check/Date TDV Standard (kBtu/sf-yr) Design Space Heating 1 0 03 Space Cooling 0 94 Fans 0 68 Domestic Hot Water 0 00 Pumps 0 00 Totals 1 1 65 Percent better than Standard- I BUILDING COMPLIES Proposed Design 1039 056 064 000 000 11 59 - NO HER Compliance Margin -036 037 004 000 000 006 05% !S VERIFICATION REQUIRED I Building Type. J] Single Family ! H Multi Family Building Front Orientation Fuel Type Fenestration Area 205 ft2 Avg. U Ratio 467% Avg SHGC BUILDING ZONE INFORMATION Zone Name Floor Area -Existing. 439 5^j Addition '\"j. Existing + Add/Alt (N) 0 deg Natural Gas 039 037 Volume Total Conditioned Floor Area. Existing Floor Area Raised Floor Area Slab on Grade Area Average Ceiling Height' Number of Dwelling Units* Number of Stories #of Units _ .3,951 0.30- Zone Type Conditioned Thermostat Type 439 ft2 n/a ft2 oft2 439 ft2 9.0 ft 0.30 1 Vent Hgt Area OPAQUE SURFACES Type_ Frame Area RdOf Wood Wall Wood VVall Wood Wall WQfld Insulation U-Fac Cay Cont 0.032 R-3Q R-QO AOS5 R-15 R-QO 0.095 _R-15_ R-JQ.O . 0.095 R-15 .H=Q-0_ 270 Gams ConditionY / N . .Status JA IV Reference New. 01-A17 ...__. New K&A4 New 09:A4 New _ 09-A4 -- Location / Comments Addition Addition Addition. Addition EnergyPro 4 4 by EnergySoft Run Initiation Time 06/22/0909 11 40 Bun Code User Number 3429 Job Number 1245687100 Page 3 of 7 Certificate Of Compliance : Residential (Part 2 of 3) CF-1R Edwin and Shannon Engle Project Title 6/22/2009 Date FENESTRATION SURFACES # Type Area U-Factor1 _1_ 2 3 Window Window Window Front Left Right (N) (El (W) 60.0 400 1050 _OJ39Q_NERC 0 390 NFRC 0 390 NFRC 0.37 037 037 True Cond SHGC Azm Tilt Stat Glazing Type NEBC NFRC NFRC D_ 90 .. izo .._9Q New__ 90 New 90 New Milgard Classic Low-E Vinyl Milgard Classic Low-E Vinyl Milaard Classic Low-E Vinyl Location/ Comments Addition Addition Addition 1 Indicate source either from NFRC or Table 116A 2 Indicate source either from NFRC or Table 116B INTERIOR AND EXTERIOR SHADING # 1 2 Exterior Shade Type BugjScreen Bug Screen Bug Screen 076 SHGC _ 0_76 076 Window _ Overhang Hgt Wd Len Hgt LExt RExt 120 " 2_0 __0_1 20 1 20 _8_0 20 p_1 _ 2 0 20 150 100 01 100 100 Left Fin Right Fin 5_p 50 Dist Len Hgt Djst Len Hgt 70 THERMAL MASS FOR HIGH MASS DESIGN Area Thick Heat Inside Type (sf) (in) Cap Cond R-Val JA IV Reference Condition Status Location/ Comments PERIMETER LOSSES Slab Perimeter 76 Insulation R-Val Location None No Insulation JA IV Reference 26-A1 Condition Status New Location/ Comments Addition EnergyPro 4 4 by EnergySoft Run Initiation Time 06/22/09 09 11 40 Run Code User Number 3429 Job Number 1245687100 Page 4 of 7 Certificate Of Compliance : Residential (Part 3 of 3) CF-1R Edwin and Shannon Engle Project Title 6/22/2009 Date HVAC SYSTEMS Location Heating Type Minimum Eff Cooling Type Minimum Eff Condition Status Thermostat Type Existing Central Furnace 81%AFUE No Cooling 130 SEER Existing Setback HVAC DISTRIBUTION Location Existing Coohnc Ducted Duct Location Attic Duct Condition R-Value Status 42 Existing Ducts Tested? No Hydronic Piping Systern_Narne_ Pipe Pipe Insul Diameter Thick WATER HEATING SYSTEMS System Name Water Heater Type Distribution Rated Tank Energy Tank Insul #m Input Cap Condition Factor Standby R-Value Syst (Btu/hr) (gal) Status or RE Loss (%) Brt_ Multi-Family Central Water Heating Details Hot Water Pump Control * Hot Water Piping Length (ft) JHP_ Type In Plenum Outside Buned Add 1/2" Insulation REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and 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 The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater Designer or Ownftu^er Business & Professions Code) Name Title/Firm Address Telephone ofessions Code) Lie # Documentation Author Name Jason Vander Veen Title/Firm Stueven Engineering Address MOW 3rd Ave Escondido, CA 92025. Telephone (7601735-8577 (signature)(date) Enforcement Agency Name Title/Firm Address Telephone (date) (signature)(date) Run Initiation Time. 06/22/09 09.11.40 Run Code. 1245687100 EnergyPro 4 4 by EnergySoft User Number 3429 Job Number Page 5 of 7 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1R NOTE Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used More stnngent compliance requirements from the Certificate of Compliance supercede the items marked with an asterisk (•) below 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 Check or initial applicable boxes or check NA if not applicable and included with the permit application documentation N/A ENFORCE- DESIGNER MENT : Building Envelope Measures 9 150(a) Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling § 150(b) Loose fill insulation manufacturer's labeled R-Value *§ 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) *§ 150(d) Minimum R-13 raised floor insulation in framed floors or equivalent U-factor § 150(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1 Masonry and factory-built fireplaces have a dosatte metal or glass door covering the entire opening of the firebox b outside air intake with damper and control, flue damper and control 2 No continuous burning gas pilot lights allowed § 150(f) Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual § 150(g) Vapor barriers mandatory in Climate Zones 14 and 16 only § 150(l) Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0 3%, water vapor permeance rate no greater than 2 0 perm/inch § 118 Insulation specified or installed meets insulation installation quality standards Indicate type and include CF-6RForm § 116-17 Fenestration Products Exterior Doors, and Infiltration/Exfiltration Controls 1 Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2 Fenestration products (except field fabricated) have label with certified U-Factor, certified Solar Heat Gam Coefficient (SHGC) and infiltration certification 3 Exterior doors and windows weatherstnpped all joints and penetrations caulked and sealed Space Conditioning, Water Heating and Plumbing System Measures ! § 110-13 HVAC equipment water heaters showerheads and faucets certified by the Energy Commission § 150(h) Heating and/or cooling loads calculated in accordance with ASHRAE SMACNAorACCA | § 150(i) Setback thermostat on all applicable heating and/or cooling systems § 1500) 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 R-12 or greater 1 2 Back-up tanks for solar systems, unfired storage tanks or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R-value 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 recirculatmg sections of hot water pipes shall be insulated to Table 1 SOB . 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 4 Steam hydronic heating systems or hot water systems > 15 psi meet requirements of Table 123-A 5 Insulation must be protected from damage including that due to sunlight moisture equipment maintenance ; and wind 6 Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space 7 Solar water-heating systems/collectors are certified by the Solar Rating and Certification Corporation EnergyPro 4 4 by EnergySoft User Number 3429 Job Number LJ U G I ! _x l.xj Lxi n D Ixl n n D nn Page 6 of 7 Mandatory Measures Summary: Residential (Page 2 of 2) MF-1R NOTE Lownse 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 supercede the items marked with an astensk (*) below 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 ___ — _.__._.., Instructions Check or initial applicable boxes when completed or check N/A if notDESCRIPTION N/A ENFORCE- DESIGNER MENT , {Space Conditioning, Water Heating and Plumbing System Measures: (continued) § 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 60S, and Standard 6-5 supply-air and return-air ducts and plenums are insulated to a minumum 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 UL 181 A, 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 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 back 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 operating dampers 6 Protection of Insulation Insulation shall be protected from damage including that due to sunlight moisture, equipment maintenance, 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 2 System is installed with a At least 36" of pipe between filter and heater for future solar heating b Cover for outdoor pools or outdoor spas 3 Pool system has directional inlets and a circulation pump time switch § 115 Gas fired fan-type central furnaces pool heaters spa heaters or household cooking appliances have no continuously burning pilot light (Exception Non-electncal cooking appliances with pilot < 150 Btu/hr) i § 118 (i) Cool Roof material meets specified criteria Lighting Measures § 1SO(k)1 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) Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz § 150(k)1 HIGH EFFICACY LUMINAIRES - OUTDOOR HID contain only high efficacy lamps as outlined in Table 150-C lummaire has factory installed HID ballast § 150(k)2 Permanently installed lummaires in kitchens shall be high efficacy lummaires Up to 50% of the Wattage as determined in Section 130(c), of permanently installed lummaires in kitchens may be in lummaires that are not high efficacy lummaires provided that these lummaires are controlled by switches separate from those controlling the high efficacy lummaires § 150(k)3 Permanently installed lummaires in bathrooms, garages laundry rooms utility rooms shall be high efficacy lummaires i OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d) I § 150(k)4 Permanently installed lummaires located other than in kitchens bathrooms garages laundry rooms and utility rooms: shall be high efficacy lummaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled by an occupant sensor that complies with Section 119(d) that does not turn on automatically or have an always on option : § 150(k)5 Lummaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (1C) and are certified to ASTM E283 and labeled as air tight (AT) to less than 2 0 CFM at 75 Pascals . § 150(k)6 Lummaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy luminaires (not including 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) § 150(k)7 Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130, 132 and 147 Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130 131 and 146 § 150(k)8 Permanently installed lighting in the enclosed non-dwelling spaces of low-nse residential buildings with four or more dwelling units shall be high efficacy lummaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d) G i n 'xj EnergyPro 4 4 by EnergySoft User Number 3429 Job Number Page 7 of 7 CB091187 1760ANDREAAV ENGLE RES ADO 367 SF FAMILY RM Approved 0atq FotlNVF€«S Sent Reed Due? CFO Fire FOG HazMaVAPCD Health PE&M School Sewer Stormwater Bulidng Planning Engineering Fire rttilc Date Date Complete? iptet.7 v N N By By Certificate Of Compliance : Residential (Part 2 of 3) CF-1R Edwin and Shannon Engle _ .___ _. 6/22/2009 Project Title Date FENESTRATION SURFACES True Cond Location/ # Type Area U-Factor SHGC Azm Tilt Stat Glazing Type Comments .1 -Wmdow_Eront. _(N) 60.0 _0.390 NERC _0 37 NFRC 0 _90. New. .__Milgard.Classic_Low-E_Vmyl Addition 2 Window Left (E) 400 0 390 NFRC 0 37 NFRC 90 90 New _MHgard C!as_sic_L.ow-E_ymyJ .^__Addition _3_ J/Vmdow Right (W) 1050 0 390 NFRC 0 37 NFRC 270 90 New Milgard Classic Low-E Vinyl Addition 1 Indicate source either from NFRC or Table 116A 2 Indicate source eitherfrom NFRC or Table 116B INTERIOR AND EXTERIOR SHADING Oyerhang_ _ .LeftRn _ _R,ght Fjn Exterior Shade Type SHGC Hgt Wd Len Hgt LExt RExt Dist Len Hgt__ Dist Len Hgt J_ Bug Screen 0_76 50 J20 20 01 2Q 20 2_ Bug Screen " 076 50 _80 __2 6 01 ^"O 20 3_ Bug Screen "_ 0J76 70 _150 _^\00 Q_1 1^0 100 THERMAL MASS FOR HIGH MASS DESIGN Area Thick Heat Inside Condition Location/ Type (sf) (in) Cap Cond R-Val JAIV Reference Status Comments PERIMETER LOSSES Insulation Condition Location/ Type _ _ Length R-Val Location JA IV Reference _Status _ Comments Slab_Perirneter 76 None No Insulation 26-AJ New Addition Run Initiation Time 0.6/22/09 0.9.11.40_ ... Run_Cod_e _1245687_100_ EnergyPro_4_4_by^EnergySpft User Number 3429 Job Number Page 4 of 7 Certificate Of Compliance : Residential (Part 3 of 3) CF-1R Edwin and Shannon Engle 6/22/2009 Project Title HVAC SYSTEMS Location Existing Date Heating Type Central Furnace Minimum Eff 81%AFUE Cooling Type No Cooling Minimum Condition Thermostat Eff Status Type 130 SEER Existing Setback HVAC DISTRIBUTION Location Existing Heating Ducted Cooling Ducted Duct Location Attic Duct R-Value 42 Condition Ducts Status Tested? Existing No Hydromc Piping System Name Pipe Pipe Length Diameter Insul Thick WATER HEATING SYSTEMS System Name Water Heater Type Distribution Rated Tank # m Input Cap Syst (Btu/hr) (gal) Energy Tank Insul Condition Factor Standby R-Value Status or RE Loss (%) Ext Multi-Family Central Water Heating Details Hot Water Pump Control _ '_ # HP " Type Hot Water Piping Lengthjft) In Plenum Outside Buried Add 1/2" Insulation REMARKS ~l COMPLIANCE STATEMENT This certificate of compliance lists the building features and 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 The undersigned recognizes that compliance using duct design, duct sealing, verification of refrigerant charge and TXVs insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HERS rater Designer or Owriej_toer Business & Professions Code! Name _/<tf~i_ Title/Firm Address Documentation Author Name Jason Vander Veen Title/Firm Stueven Engineering Address HOW 3rd Ave Escondido, CA 92025 Telephone (signature) Enforcement Agency Name Title/Firm _ _ Address _ Telephone _.. Lie #Telephone (760) 735-8577 _ (date)lature)(date) (signature)(date) Run Initiation Time. 06/22/09 09 11 40 Run Code. 1245687100 I _.EnergyPro 4 4 by EnergySoft User Number 3429 Job Number Page 5 of 7 Mandatory Measures Summary: Residential (Page 1 of 2) MF-1R 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 supercede the items marked with an asterisk (") below 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 Check or initial applicable boxes or check NA if not applicable and included with thej ncCf*D|DTI/"MU ^"lc<-" "' """«" <>KH">-eIt'"? «««»«ra vUCO^mr I lUfM permit application documentation j Building Envelope Measures § 150(a) Minimum R-19 in wood ceiling insulation or equivalent U-factor in metal frame ceiling § 150(b) Loose fill insulation manufacturers labeled R-Value * § 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) § 1SO(d) Minimum R-13 raised floor insulation in framed floors or equivalent U-factor § 150(e) Installation of Fireplaces Decorative Gas Appliances and Gas Logs 1 Masonry and factory-built fireplaces have a closable metal or glass door covering the entire opening of the firebox b outside air intake with damper and control flue damper and control 2 No continuous burning gas pilot lights allowed § 150(f) Air retarding wrap installed to comply with §151 meets requirements specified in the ACM Residential Manual § 150(g) Vapor barriers mandatory in Climate Zones 14 and 16 only 3 150(1) Slab edge insulation - water absorption rate for the insulation alone without facings no greater than 0 3% water vapor permeance rate no greater than 2 0 perm/inch § 118 Insulation specified or installed meets insulation installation quality standards Indicate type and include CF-6R Form § 116-17 Fenestration Products Exterior Doors and Infiltration/Exfiltration Controls 1 Doors and windows between conditioned and unconditioned spaces designed to limit air leakage 2 Fenestration products (except field fabricated) have label with certified U-Factor certified Solar Heat Gain Coefficient (SHGC) and infiltration certification 3 Exterior doors and windows weatherstripped all joints and penetrations caulked and sealed j Space Conditioning, Water Heating and Plumbing System Measures • § 110-13 HVAC equipment water heaters showerheads and faucets certified by the Energy Commission |§ 150(h) Heating and/or cooling loads calculated in accordance with ASHRAE SMACNAorACCA § 150(i) Setback thermostat on all applicable heating and/or cooling systems § 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 R-12 or greater 2 Back-up tanks for solar systems unfired storage tanks or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation and indicated on the exterior of the tank showing the R-value 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 recirculatmg sections of hot water pipes shall be insulated to Table 150B 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 4 Steam hydronic heating systems or hot water systems > 15 psi meet requirements of Table 123-A 5 Insulation must be protected from damage including that due to sunlight moisture equipment maintenance and wind 6 Insulation for chilled water piping and refrigerant suction piping includes a vapor retardant or is enclosed entirely in conditioned space j 7 Solar water-heating systems/collectors are certified by the Solar Rating and Certification Corporation |EnergyPro44 by EnergySoft User Number 3429 Job Number N/A ENFORCE- DESIGNER WENT LJ r Li D G n n n LX] G H n m Lx]m a G D n G G G G G n i~i |_i G G G G n G G LJ G G II "i G G G Page 6 of 7 U n G !_XJ LH H I J G G D n G G G G ~i LI G Mandatory Measures Summary: Residential (Page 2 of 2) MF-1R 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 supercede the items marked with an asterisk (*) below 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 ENFORCE-]! DESCRIPTION Instructions Check or initial applicable boxes when completed or check N/A if not applicable _N/A DESIGNER WENT Space Conditioning, Water Heating and Plumbing System Measures (continued) 1 § 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 Q ! 605 and Standard 6-5 supply-air and return-air ducts and plenums are insulated to a minumum installed level of j 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 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 2 Building cavities support platforms for air handlers and plenums defined or constructed with materials other than sealed • I 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 back 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 operating dampers 6 Protection of Insulation Insulation shall be protected from damage including that due to sunlight moisture equipment maintenance 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 2 System is installed with a At least 36" of pipe between filter and heater for future solar heating b Cover for outdoor pools or outdoor spas 3 Pool system has directional inlets and a circulation pump time switch § 115 Gas fired fan-type 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) § 118 (i) Cool Roof material meets specified criteria Lighting Measures § 150(k)1 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) Ballasts for lamps 13 Watts or greater are electric and have an output frequency no less than 20 kHz § 150(k)1 HIGH EFFICACY LUMINAIRES-OUTDOOR HID contain only high efficacy lamps as outlined in Table 150-C I lummaire has factory installed HID ballast § 150(k)2 Permanently installed lummaires in kitchens shall be high efficacy lummaires Up to 50% of the Wattage as determined in Section 130(c) of permanently installed lummaires in kitchens may be in lummaires that are not high efficacy lummaires provided that these lummaires are controlled by switches separate from those controlling the high efficacy lummaires § 150(k)3 Permanently installed lummaires in bathrooms garages laundry rooms utility rooms shall be high efficacy lummaires OR are controlled by an occupant sensor(s) certfied to comply with Section 119(d) § 150(k)4 Permanently installed lummaires located other than in kitchens bathrooms garages laundry rooms and utility rooms shall be high efficacy lummaires (except closets less than 70 ft) OR are controlled by a dimmer switch OR are controlled by an occupant sensor that complies with Section 119(d) that does not turn on automatically or have an always on option § 150(k)5 Lummaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (1C) and are certified to ASTM E283 and labeled as air tight (AT) to less than 2 0 CFM at 75 Pascals § 150(k)6 Lummaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the i same lot shall be high efficacy lummaires (not including lighting around swimming pools/water features or other Article 680 I locations) OR are controlled by occupant sensors with integral photo control certified to comply with Section 119(d) j § 150(k)7 Lighting for parking lots for 8 or more vehicles shall have lighting that complies with Sections 130 132 and 147 Lighting for parking garages for 8 or more vehicles shall have lighting that complies with Section 130 131 and 146 ! § 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 lummaires OR are controlled by occupant sensor(s) certified to comply with Section 119(d) L.I Li n nn G G n [xl Lxl .Xj a G L! L1 L! L! D a a D D n c a a a D a a !EnergyPro44 by EnergySoft User Number 3429 Job Number Page 7 of 7 J u *s|Q Planning0161LU ea a a a 2 2u5a<I5 51 33 w< u. o-o_^y*^ ^) ^^ ^r ^<r rv ^ ^a^^ ^ 09-15-2009 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR09115 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PC# Project Title 1760 ANDREA AV CBAD PCR 2071200700 Lot# 0 $0 00 Construction Type 5B ENGLE DEFERRED TRUSS Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 08/31/2009 JMA 09/15/2009 09/15/2009 Applicant ENGLE FAMILY TRUST 02-25-05 P O BOX 658 OCEANSIDE CA 92049 Owner ENGLE FAMILY TRUST 02-25-05 P O BOX 658 OCEANSIDE CA 92049 Plan Check Revision Fee Additional Fees $18750 $000 Total Fees $187 50 Total Payments To Date $18750 Balance Due $000 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/exjctions 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 EsGil Corporation In (partnership with government for (Bm[d~ing Safety DATE September 10, 2009 a APPLICANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 09-1187 REV SET I PROJECT ADDRESS 1760 Andrea Ave. PROJECT NAME Engle SFD Addition Trusses 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 Kurt Culver Enclosures EsGil Corporation D GA D EJ D PC 9/3/09 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 *• Fax (858) 560-1576 Carlsbad 09-1187 REV September 1O, 2009 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Kurt Culver BUILDING ADDRESS 1760 Andrea Ave. PLAN CHECK NO O9-1187 REV DATE September 10, 2009 BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING I] AREA PORTION ( Sq Ft) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Valuation Multiplier *"By Ordinance Reg Mod VALUE ($) "*« 1 I Plan Check Fee by Ordinance •*• | TypeofReview f~ Complete Review $187 50 I Repetitive Fee -, Repeats F Other _ Hourly EsGil Fee 1 5 $100 00 f~ Structural Only Mrs $150 00 Based on hourly rate Comments Sheet 1 of 1 macvalue doc + gO 00O O DO COI- o m I m O3 U) 00^oo a\o 73smo ^ oo j d H2co 2ncflOOTV 30v l3/\0 1 B86T9£S8S8 10'£1 600Z/TE/80 08/31/2089 13 01 8585351989 LOVELACE ENGINEERING PAGE 03/21 APPROVAL FOR GENERAL COMPLIANCE WITH STRUCTURAL CONTRACT DOCUMENTS O APPROVED AS CORRECTED D APPROVED AS CORRECTED RESUBMIT FILE COPT O DISAPPROVED D REVIEWED FOR WFORMAHON Fabrication may proceed as shown Fabrication may proceed based on corrections Indicated Fabrication may proceed based on corrections Indicated Correct submission to rettudmlt for record purposes only ResuDnUt for approval Approval MM retftffM Accepted tor information purposesonly f - 'f' Approval is for general compliance with the Structural contract documents only This approval assumes no responsibility for dimension, quantities and conditions thai pertain to fabrication and installation orfor processes and techniques of construction The Contractor is responsible for coordination of the work of all trades and the performance of this work In a safe and satisfactory mariner BY-DATE LOVELACE ENGINEERING, INC 5930 Cornerstone Court W Suite 100 • San Diego, CA 92121 u ;| |)|«A PMC llnu ajc au| '03 L avas-ravo OAV VSUONV uwiV /MS Ul MU1M1UOO M s* a?S S gst I urnr^s 33V \ I OJ J . .6 ».. 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