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HomeMy WebLinkAbout2599-2603 OCEAN ST; ; PC100032; Permit12-31-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Permit No PC100032 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title PLANCK 0000000000 $0 00 Lot# Construction Type PUESTA DEL SOL CONDOMINIUMS REMODEL 2599, 2601 & 2603 OCEAN ST, Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 07/14/2010 JMA 04/15/2011 04/15/2011 Applicant JOEL KLETT POBOX212 BEND OR 97709 541-788-4880 Owner Plan Check Fee Additional Fees $250 00 $0 00 Total Fees $250 00 Total Payments To Date $250 00 Balance Due $0 00 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previousiv been oiven a NOTICE similar to this, or as to which the statute of limitations has previously othen«ise expired CITY OF CARLSBAD Building Permit Application 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www carlsbadca gov Plan Check No, Est. Value Plan Ck. Deposit Date yli^[(0 SWPPP JOB ADDRESS 2599-2601-2603 Ocean Street SUITE#/SPACE#/UNIT# CT/PROJECT # PHASE* # OF UNITS 3 # BATHROOMS TEIWJT BUSINESS NAME 1} t<^T4' l^tLSol V CONSTR TYPE OCC GROUP R DESCRIPTION OF WORK Include Square Feet of Affected Area(s) REMODEL INCLUDING NEW WEST FACING WINDOWS (INCLUDING STRUCTURAL MOMENT FRAME AND CONNECTIONS), (2) VENT FREE FIREPLACES, REPUCMENT OF (3) OPPERABLE NORTH FACING WINDOWS, (1) NEW NORTH FACING WINDOW AT STAIRWAY 114, (1 NEW NORTH FACING WINDOW AT BEDRM /DEN 111, REPLACMENT OF SOUTH FACING WINDOW AT MSTR BATH 106 W/ GLASS BLOCK, ENCLOSING +;-50 SQ FT DECK AT DEN 204 INCLUDING NEW SOUTH FACING WINDOWS AND REMOVE RAILINGS AT SECOND FLOOR DECK NEAR LAUNDRY 304 AND REPLACE WITH SOLID LOW WALL RAIL INCLUDING LAP SHINGLES AND TILE SILL EXISTING USE Residential PROPOSED USE Residential GARAGE (SF) 1,000 CONTACT NAME (If Different Fom Applicant) PATIOS (SF) DECKS (SF) FIREPLACE YES[71# N0| I AIR CONDITIONING YES nn NO I I FIRE SPRINKLERS YES I |NO| I APPLICANT NAME Joel Klett ADDRESS , ^ „ , ADDRESS P.O Box 212 CITY 01 STATE ZIP 92/11 CITY Bend STATE OR ZIP 97709 PHONE EM A/ ^ FAX PHONE 541-788-4880 FAX EMAIL jklett@bendbroadband.com PROPERTY OWNER NAME Joel Klett CONTRACTOR BUS NAME NA ADDRESS P.O. Box 212 ADDRESS CITY Bend STATE OR ZIP 97709 CITY STATE PHONE 541-788-4880 FAX PHONE FAX EMAIL jklett@bendbroadband.com EMAIL ARCH/DESIGNER NAME & ADDRESS domus studio. A Lewis Dommv AIA C7994 CLASS CITY BUS LIC # (Sec 70315 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 70315 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)) Workers' Compensation Declaration ; hereby affirm under penalty ofpeijury one of the following declarations Zl I have and will maintain a certificate of consent lo self insure fbrwoAers'compensatKin as provided by Section 3700 of Ihe Labor Code Ibr the performance of the wor* for which tnis pennit is issued Zl I have and will maintain workers' compensation as required bv Section 3700 of the Labor Code for the perfomiance of the work for which this pennit is issued My workers' compensaton insurance camer and policy number are Insurance Co Policy No Expiration Date This section need not be completed if the pemiit is for one hundred dollars ($100) or less I I Certificate of Exemption I certify lhal in the petfomance of the work for which this pemiit is issued, I shall not employ any person in any manner so as lo become subject to the Workers' Compensation Lavre of California WARNING Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to cnminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attomey's fees vSS" CONTRACTOR SIGNATURE • AGENT DATE I hereby affm that I am exempt from Contractor's bcense Law for the following reason I I I, as owner of the property or my employees with wages as their sole compensation, will do the woik and the stmcture is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such impnDvements are not intended or offered for sale If, however, the building or improvemeni is sold withm one year of complelion, the owner builder will have the burden of proving lhal he did not build or improve for the purpose of sale) I, as ovmer of the property, am exclusively contracting with licensed contractors to constmct the project (Sec 7044, Business and Professions Code The Contractor's License Law does nol apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law) I I I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and matenals for constmction of the proposed property improvement QYes I INO 2 I (have / have not) signed an application for a building pemiit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed constmction (include name address / phone / contractors' license number) 4 I plan to provide portions of Ihe work, but I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the vrork indicated (include name / address / phone / type of wori() Is the applicant or future building occupant required to submit a business blan. acutely hazardous matenals registration fomi or nsk management and prevention program under Sections 25505, 25533 or 25534 of the Presley Tanner Hazardous Substance Account AcP | |Yes I iNn Is the applicant or future building occupant required to obtain a pemiit from the air pollution control distnct or air quality management distncP LjYes Q No Is the facility to be constmcted within 1,000 feet of the outer boundary of a school site'? nYes I INO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT ISM I hereby affirm that there is a construction lending agency for the perfc .•. • Lender's Name (i) Civil Code) I cerblythat I have read the application andstatethattlie above infonnabon iscoiiect and thatthe infomiation on the plans isaccurate I agieetocompiywith all Cityoitlinancesand State laws relabngto building constmction I hereby authonze representative of the Oty of Carlsbad to enter upon Ihe above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL UABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA pemnit is required for excavations over 5'0' deep and demolition or constmction of stmctures over 3 stones in height EXPIRATION Every penrat issued by the Building OfBaal under the provisions of this Code shall expire by limitation and become null and void if the building or work authonzed by such penrat is not commenced within 180 days from the date of such pennit or t the buildlng^ork authonzed by such pennit is suspended or abandoned at any time alter the work is commenced for a penod of 180 days (Section 106 4 4 Unifonn Building Code) ^APPLICANT'S SIGNATUREXW DATE on wvwt 4/IMA" <^%> BUILDING Oeve/opment SerWces . ^. . Building Division ^ CITY OF Plan Check leas Faraday Avenue CARLSBAD comments 760-6022719 ^1 ••-^ www.carlsbadca gov By: Steve BoroSSay (Contact Hours for Steve: Tues.-Fri., 1pm - 5pm) Phone 760-602-7541 p^rmi*. [Qf^O 3?, Aririrft««- 25"^^ . 26>ot . E-Go^ Hcgg^^^- Date:__2Zki/« O • When corrections from all departments are received please run new pnnts • /^^^ Provide: A statement on the Title Sheet of the plans stating that the project shall comply with the 2007 CA Building Code, 2007 CMC, 2007 CPC, 2007 CEC and the 2008 CA Energy Efficiency Standards ^^„tl^'f^ Provide: A note titled "Scope of Work" descnbing the work to be perfomried under this permit Approved on: <A> SPECIAL INSPECTION . '""""'ZZ'^:^ ^ CITY OF AGREEMENT 1635 Faraday Avenue r^ADI CRAn B^6 750^602-2719 V*Mr\ LODML/ www.carlsbadca gov In accordance wttn Chapter 17 of the California Building Code the fbllowing must be completed when worlc being performed requires special Inspection, structural observation and construction material testing. Project/Permit: \ooo32^ ProjectAddress:. A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORCZED AGENT. Please chedc if you are Owner- Builder Q. (if you diecked as owner-builder you must also complete Section B of this agreement) CH\U^ CIA \ Q-ieij Name: (Please prinQ_ (Rrst) (MI) (Last) Mailing Address: ( ^/4B V/Hi£W^^ foM/^Y ^ C/V ^ ZO/<f Pm«i- ^CCH£N&NJ^I gC<»C.M£T Phone._i2£^r£l.l^_M7r I am the: QProperty Owner QProperty Owner's Agent of Record aArchltect of Record QEngineer of Record State of California Registration Numhar "S^ -$2-4^ Expiration Data f-So-'^^U AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of Califomia, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observattons, constructton materials testing and off-site febrteatton of building components, as prescribed in the statement of special inspecttons noted on the approved plans and, as required by the California Building Code Signature: Date. B. coNTRACTOFi's STATEMENT OF RESPONSIBIUTY (07 CBC, Ch 17, Section 1708;. This section must be completed by the contractor / bulkier / owner-buiider. Contractor's Company Name: Please check if you ate Ovimer-Bultder a Name. (Please print) (First) IM1) (Lad) Mailing Address:^ Email: Phone: State of California Contractor's Lfcense Number: Expiration Date « I acknowledge and, em aware, of special requirements contained h the statement of special Inspections noted on the approved plans; • i acknowledge ttiat control will be exercised to obtain confomnance with the constructton documents approved by the building official; • i will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution ofthe reports; and * I certify that I wiii have a qualified person within our (the contractor's) organization to exercise such control. Signature; Date: B-45 Page 1 of 1 Rev 02/10 Puesta Del Sol Condomimums Ocean St , Carlsbad, CA STEIGERWALD-DOUGHERTY INC. PRELIMINARY ESTIMATE 4 47 PM 4/8/2011 Cost Cost Code Overall/ Split level Split level 3rd Floor Budget Codes Description Estimate Divided by 4 Basement & 1st floor Floors 1 and 2 3rd Floor Double Check column 00220 Soil Investing Data 1,500 00 375 00 500 00 500 00 500 00 1,500 00 15829 Exhaust Fans-Heater none indicated ----- 15844 Special Ductwork 0 00 ----- 16000 Electrical 1,500 00 ' 375 00 500 00 500 00 500 00 1,500 00 16500 Light Fixtures none indicated ----- 16504 Corrective none indicated ----- 16530 Site Lighting none indicated ----- 16570 AudioA^isual System none indicated ----- 16780 TV System none indicated ----- 16930 Lighting Control System none indicated ----- 19000 Misc Extras none indicated ----- ----- HARDCOST SUB TOTAL 232,945 00 58,236 25 68,213 33 100,943 33 63,788 33 232,945 00 - 17050 Contignency 6,988 35 1,747 09 2,046 40 3,028 30 1,913 65 6,988 35 17050 Supervision 11,647 25 2,911 81 3,410 67 5,047 17 3,189 42 11,647 25 17010 Liability Ins (2 25%) 5,241 26 1,310 32 1,534 80 2,271 23 1,435 24 5,241 26 17060 Overhead/Profit (11%) 23,294 50 5,823 63 6,82133 10,094 33 6,378 83 23,294 50 -- Construction Estimate 280,116 36 70,029 09 82,026 53 121,384 36 76,705 47 280,116 36 7 of 7 REV 12-12-00 d« Revised 12-12-00 A/R/ds lUXMA State of Caiifomia Secretary of State UinTB> UABItnY COMPANY ARTICtfS OF ORGANIZATION • CONVERSION Ffe*- 200828210160 OCT 072088 cowERTED&mry iwPo»«Anow 1. hUiEOFtA«TB)UWljrrooM>M<r {EndCwM^ CasM da Puesta Del SDUUJC THE PURPOSE OF THE UMTGD UABILTY QqWEMAHAQtat (yfl MOBSTMAMOIgllAlrtflBt Q IS TO attMBB M AMy uu«>UL ACT ORMmMrrnw wt^ x-tau^ lanea waftnYCOMWwr ACT. < frnMnmiiBBsoeTHBCMePBtBsmKomBB CarWml STATE Z»Oa)E KAMSOFASBrrPOR^MCeOFPROCEBS 0kia« eatarn»aMm«rf»tgittftramtBiat|miiai. TteaQMiMjrtWintaMMNildke toCaltai<»«««gqgMegatHithMfltd»<artllial»pnm IHie«Bi*i««»Mi«Ml,inl« iin*aml%lMsinmer««sfcianMa4dtNStoCiabalfc ifcwinIfftoemtitmtt/HtH.*ca*n*iinflrtpwtwMMp, w[»rt»mtmtmUwt<t t^iMNUiatveanioimf0mA. ClMck«i»bQtiand«mttlMmrilv«MmVli»«edr»i>idliq)addTOl»*»MW GarddnA.KI^ & v«iiK)iyrauM,MnREssoFAGENTiw^mffiaai:i«ocEesMCA cnv STATE CA zpcooe 7. UAIUltQAOOReS80l>AQ8(rFOR8SWiCEOFi>(tOCE88 CUT f7] n«IIIWa»AOWB5SOFTM<SgW-WB8ffl»<0ecgWWi«SI8T^ coiwamwBrmMRaawqiOM , s. NMieaF-coMvsimsEHmr Puesta Pat 8t^ a Umted Pgtnatstilp 9. foauoeBmti UmitadPwtneishi^ laJUOBDIGmON C&Stanilti 11. cAssGsmitmciFetfstePi£.HuuBm.9M« 198422200175 GenMlPBrtftMsMpMsnsto-iOOMEsMs 1Q0H OnfltedPaiUwrt^WBresta-IOOInterasls 100% AOC3nrmiML,ttf=0RWAT1OH 13. ADtnTnNAlMFORHATMNKTFOinHOMimiVT^^ PABTOfTHlB CgRTlFtCAm M. icam>ruM3aipOMmaFi>GiuimruM3m7teuimoFiwmRa^ OPMyOVUHKNOMjeOQE. lOeaAREtAMIHeretSGNVWBtBQWTSBTKtSMSnlU^ OWE ^x-^-^ GoNton A. tOat. Geheiaif>ci(tnnr TTPeORfTOffJWaEAIiDmEOFAUTHORlZajPSiSOt* J0BIQ< Wsit Oonsraf PMRST Tlff«OitPR0ffmitCAI0lm£<)FAUTHaiiaiEDreR8^ 103S488v1 .gP^.^-, *T „ „ PROJECT DATA PROJECT TEAM PROJECT ADDRESS SCOPE OF WORK LEGAL DESCRIPTION 2599, 2601, 2603 OCEAN STREET CARLSBAD, DALIFORNIA OWNER 2599 OCEAN ST REMODEL INCLUDING NEW WEST FACING WINDOWS (INCLUDING STRUCTURAL MOMENT FRAME AND CONNECTIONS) AT FAMILY ROOM BOS, REMOVE EXISTING FIREPLACE, NEW WINDOW AT NORTH ELEVATION POWDER ROOM 113 2601 OCEAN ST REMODEL INCLUDING NEW WEST FACING WINDOWS (INCLUDING STRUCTURAL MOMENT FRAME AND CONNECTIONS) AT MASTER BEDROOM 104, REMOVE EXISTING FIREPLACES, NEW NEW WINDOW AT STAIR 114 AND SOUTH ELEVATION AT MASTER BATH 106 AND DEN 204, ENCLOSING + /-50 SQ FT DECK AT DEN 204 INCLUDING NEW SOUTH FACING WINDOWS dP ARCHITECT 2603 OCEAN ST REMODEL INCLUDING NEW WEST FACING WINDOWS (INCLUDING STRUCTURAL MOMENT FRAME AND CONNECTIONS) AT LIVING ROOM 303, REMOVE RAILINGS AT SECOND FLOOR DECK NEAR LAUNDRY 304 AND REPLACE WITH SOLID LOW WALL RAIL INCLUDING LAP SHINGLES AND TILE SILL STRUCTURAL PUESTA DEL SOL CONDOMINIU P 0 BOX 212 BEND, OR 97709 (541) 788-4880 CONTACT JOEL KLEH domusstudio architecture 2150 W WASHINGTON SUITE 303 SAN DIEGO, CALIFORNIA 92110 619 692 9393 619 692 9394 FAX CONTACT WAYNE HOLTAN, AIA E> wayne holtan®domusstudio com CHEN ENGINEERING 13148 VALEWOOD ROAD POWAY, CA 92064 (858) 679-8975 (858) 679-8917 FAX CONTACT CHUI CHI CHEN ccchenengi@cox net A PORTION OCEAN STREET AND LOT 1, BLOCK "A" AS SHOWN ON MAP NO 2 OF THE HAYES LAND COMPANY ADDITION IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA AS RECORDED NOVEMBER 4, 1909 IN THE OFFICE OF THCOUNTY RECORDER OF SAN DIEGO COUNTY OF MAP NO 1221 VICINITY MAP NTS SHEET INDEX 11 Sheets Total Architectural ATS Al 0 A1 1 TITLE SHEET / EXISTING SITE PLAN GENERAL NOTES & BASEMENT FLOOR PLAN np<rr * <;FrnNn n nnp PI AN DEL MAR AVE ^V/SITE ® ; '2. lit * , . . .(olc :i ^ HAS SHOwrJ Of^ ji^f cPKi e.^- jf^o^. S6B SI, S2, 5 5 f 5^ f^'-l iB) jl^yyu s^-G V^firiL KjsTq, X k ® A35" ^ ^^-^ <^^^^'^^ 1^.^ 566 sir 5^ f C/^} IZ-''^'^ ^^''^ Pv-rA-iL ^£o. B,ii.r.. e. ^"-^'^ 4% ZLLU- f^iNS <HOU^^ w 2^^ A3S X A' c - T Hi. 4^ (2) A3S" /3 LC^^ OuT^pe ro tt X -2^^^ ^^^^ ^!2^Jt1 1 I^^^W ^ 0«( HAS SHOWN ^^f ^'"^ C£^} |^>'^ ^t'T-A'/t (^FJ PLANNING/ENGINEERING APPROVALS PERMIT NUMBER PC100032 DATE 7/21/10 ADDRESS 2599-2601-2603 OCEAN ST RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER INTERIOR RENOVATIONS ONLY - WINDOWS, TYPE OF RAILING, NO EXPANSIONS/ADDITIONS/CREATIONS OF FLOOR SPACE ARE PROPOSED UNDER THIS PERMIT - EXEMPT FROM CDP PLANNER GINA RUIZ DATE 7/21/10 ENGINEER DATE II \ADMIN\((lllNTrn/PUNNIN(,/l'N(,INEEIllNG APPIKIVALS PLANNING/ENGINEERING APPROVALS PERMIT NUMBERJ^ DATE 7/7^^ 1 0 ADDRESS Voe^ ^^S(x^ U>[s5i>ou^ RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$17,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE ENGIN DATE H \Development Setvices\Correspondence\Ontiveros\for planchecking\BUILDING PLANCHECK CKLIST FORM - PLANNING ENGINERING APPROVALS doCX ^ CITY OF STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www carlsbadca gov I am applying to the City of Carlsbad for the following type(s) of construction permit ii^ Building Permit • Right-of-Way Permit • My project is categorically EXEMPT from tiie requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types Electncal Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Patio/Deck Re-Roofing Sign Spa-Factory Spnnkler Water Discharge Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria /S My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because It meets the "no ttireat" assessment cntena on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level My project does not meet any of the High, Moderate or Low Threat cntena descnbed below Tier1 - Low Threat Assessment Criteria • My project does not meet any of the Significant or Moderate Threat cntena, is not an exempt permit type (See list above) and the project meets one or more of the following cntena • Results in some soil disturbance, and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, matenal stockpiling, vehicle fueling, waste stockpiling) Tier 2 • Moderate Threat Assessment Criteria • My project does not meet any of the Significant Threat assessment Cntena descnbed below and meets one or more of the following cntena • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 1516 of the Carlsbad Municipal Code), or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following cntena • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 honzontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a stonri dram inlet, an open drainage channel or watercourse, and/or • Constmction will be initiated dunng the rainy season or will extend into the rainy season (Oct 1 through Apnl 30) Tier 3 - Significant Threat Assessment Criteria • My project includes cleanng, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas and/or • My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated constmction staging, equipment storage, refueling and maintenance areas or, • My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contnbuting pollutants to nearby receiving waters by way of storm water runoff or non-sfomn water discharge(s) / certify to tfie best of my knowledge that the above checked statements are true and correct I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted Project Address Assessor Parcel No Owner/Owner's Auttionzed Agent Name 1^0 Cit^oncun;cnce J/YES QNO Title Date 1 B-24 Page 1 of 1 Rev 03/09 / ^ S^5M.6 teUN)- -P/^^ ^^/^"^ BK^S-rxi^c, pwv.<. VMM- f ^f^^^P 3 9C:^^Cr^ HOUt^ ^^NS.^.orJ 4 Jog, NO : iOpc^f PC \o-oos> (D ^^^f^^^- f/^^-/'^^ '^X ^^^^^ ^ ^1 '-0^41,^ \J- 0,lh6B^\/J (5) 7 'hf I r 2. /4 "1 T 4» 75" Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Pnnting & Title Block' selection Title Block Line 6 Title Dsgnr Project Desc, Project Notes Job# ^ Pnnted 19JUN2010 11 39AM Fite^C\Usetetohlu^Ai\Documents\ENERCALCDataFilMlpu«la<ielsolec6 -"k V AC ,''.1 fSENERCAtC?fNC 1983-2010,'.VB^6 0 22,;N 11724-11 License Owner: CHIU-CHI CHEN ASCE 7-05iSefemic, Factor Peterniiniation ^ Lie. # ; KW-06004053 Occupancy Category Calculations per IBC 2006 & ASCE 7-05 Occupancy Categoty of BuiWing or Other Stmcture Occupancy Importance Factor = Ground Motion, Using IfSGS Database values All Buildings and other structures except those listed as Categoiy I, III, and IV 1 ACSE 7-05, Page 3. Table 1-1 ACSE 7-05, Page 116, Table 115-1 ASCE7-05 941 1 Max Ground Motions, 5% Damping Sg = 1 251 9.02 sec response ^1 = 04719 g, 10 sec response Site Class, Site Coeff. and Design Category Longitude = Latitude = Location CARLSBAD. CA 92008 117 327 deg West 33160 deg North Site Classiflcaton "D" Shear Wave Velocity 600 to 1,200 ft^sec = D ASCE 7-05 Table 20 3-1 Site Coeffiaenls Fa & Fv Fa 100 ASCE 7-05 Table 114-1 & 114-2 fusing stmight-lme interpolalmn 6om table values) Fv 1 53 Maximum Considered Eaitquake Acoeleratidn S^5=Fa*Ss 1251 ASCE 7-05 Table 114-3 S„,=F.^S1 0721 Design Spectral Acceleration 0834 ASCE 7-05 Table 114-4 0 481 Seismic Desgn Categoiy = D fSDf/s most severe J ASCE 7-05 Table 116-1 Resistiitg System ' ASCE 7-05 Table 12 2-1 Basic Seismic Force Resisting System Response Modiftoaton Coefficient" R' System Overstrength Factor" Wo" Deflechon Amplification Factor' Cd' Moment Resisting Frame Systems Ordinary steel moment frames = 3 gg Building height Limits 3 00 Categoiy 'A & B" Limit 200 Categoiy'C" Limit wore' See y>SC£ 7-05 for all applicable footnotes Reaundanqf'Factor / • ' \ Category "D" Limit Categoiy 'E" UmiL Category "F° Limit No Limit No Limit Not PenniltedP-h NotPemnittedP-h NotPemiittedP-i ASCE 7-05 Section 12 3 4 Seismic Design Cat^o^ of D, E, or F therefore Redundancy Factor" p" = 13 Lateral Force Procedure . • - ^ ASCE 7-05 Secbon12 8 Equivalent Lateral Force Procedure The 'EQuivalent Lateral Force Procedure' is beino used according to the provisions of ASCE 7-0512 8 Determine BuHding .Period-Use ASCE 12 8-7 Stmcture Type for Building Penod Cateulation STEEL 100% Moment Resisting Frame " Ct' value = 0 028 " h"" Height from liase to highest level = " X" value = 0 80 " Ta • Approximate fundemental penod using Eq 12 8-7 Ta = Ct * (hn * x) = "TL" Long-penod transition penod per ASCE 7-05 Maps 22-15 -> 22-20 Building Penod "Ta" "Cs" Response'Coefficient , , . ;/' ' 340 ft 0470 sec 8000 sec from Approximate Method = 0470 sec ASCE7-05 Section 12811 S Qg, Short Penod Desp Spectral Response "R" Response Modification Factor "I" Occupancy Importance Factor 0 834 FromEq 128-2, Preliminary Cs 3 50 From Eq 12 8-3 & 12 84, Cs need not exceed 1 From Eq 12 8-5 & 12 8-6, Cs not be less than Cs. Seismic Response Coefficient = S (R/I) * 0.70 0238 0 292 0010 0.1668 Title Block Line 1 You can changes this area using (he "&ttings" menu item and then using the "Pnnting & Title Block" selection Title Block Line 6 Title Dsgnr Project Desc Prqect Notes Job# Pnnted 19 JUN 2010,11 39AM •" , ^''C;C/';"«.wUENEI?CA£c,INC 1983-2010,'Ver6 0 22,''N1^ I License Owner ; CHIU-CHI CHEN ASCE 7-05 Seisniic .Facfor^DeteriTiinati6n> Lic.# : KW-06004053 Seismic Base Stiear-Calculated for Allowable Stress Design Load Combinations ASCE 7-05 Section 12 83 Cs <= 0.1668 from 12.8.1.1 Vertical Distnbuton of Seismic Forces "k" hx exponent based on Ta = TaWe of buidmg IVe/ghfs byFloorLm/el W (see Sum Wi below) Seismic Base Shear V = Cs * W 000 k 000 k 100 Level # Wi Weight HI Height (Wi*Hi)*k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment SumWi= 000 k SumWi*Hi= 0 00 k-ft Diaphragmf oi-ces: Seismic Design Category "D", "E" & "F" Total Base Shear= 000k Base Moment= 00k-1t ASCE7-05 952644 Level # Wi Fl SumFi SumWi Fpx Wpx Fl SumFi MIN Req'd Force @ Level MAX Req'd Force @ Level Fpx Design Force @ Level 'Wall Anchorage - . ' Weight at level of diaphragm and other structure elements attached to it Design Lateral Force applied at the level Sum of 'Lat Force' of current level plus all levels atov? 0 20*SDS *rWpx 040*SDS *l*VVpx Wpx*SUM(x->h)Fi / SUM(x->n)wi, x = Current level, n = Top Level Concrete & Masonry Wall Normal Force Minimum Force per ACSE 7-05 12111 Mininium Factor 0 40 * SDS * Importance * Weight = 0 3335 * Weight Concrete & Masonry Wall Anchorage Seismic Design Category "C" & "D" per ACSE 7-05 1211 21 Actual Wall Weight Tnbutary to Anchor = Ibs/lin ft Fp Anchorage Design Force Rigid Diaphragm Design Force = 0 40 * SDS * 1* Tnb Weight = 0 00 lbs / foot Flexible Diaphragm Design Force = 0 80 * SDS * 1 * Tnb Weight = 0 00 lbs / foot -Combinatiori of lioad Effects v ' / ASCE 7-05 12423 Load Descnpbon 0 Qe E Dead Load Seismic Load H&VLoad Effect 0000 0 000 E = p*Qe+020*SDS*D = 0 000 0 000 0 000 E = p*Qe+020*SDS*D = 0000 0 000 0000 t = P'ue+u<ju-iiu&-i; = 0000 0 000 0000 E = p*Qe+0 20*SDS*D = 0 000 0000 0000 E=p*Qe+020*SDS*D = 0 000 0000 0000 E = p*Qe+020*SDS*D = 0000 0000 0000 E = p*C5e+0 20*SDS*D = 0 000 0000 0000 E = p*Qe+050*SDS*D = 0 000 1/7 Page Anchor Calculations ^ Anchor Designer for ACI318 (Version 4.2.0.2) DatefTme 5/14/2010 1 33-15 PM Job Name puesta del sol 1) Input Calculation Method : ACI 318 Appendix D For Cracked Concrete Calculation Type Analysis a) Layout Anchor. 1"SET-XP Steel Grade A307 GR C Built-up Grout Pads No Number of Anchors 1 Embedment Depth 10 in 1 ANCHOR 'Una IS POSITIVE FOR TENSION AND NEGATIVE FOR COMPRESSION + INDICATES CEtJTER OF THE ANCHOR Anchor Layout Dimensions 24 in 9 in 7 in 7 in 2 in bx2 2 in 2 in ^2 2 in b) Base Material Concrete: Nomnal weight file //C \Users\chiu-chi\Documents\Output titml f 2500.0 psi 2010/06/18 2/7 Page c Cracked Concrete Yes 'I'c.v °° Condition B tension and shear <l>Fp 1381 3 psi Thickness, h 24 in Supplementary edge reinforcement No Hole Condition Dry Concrete Inspection Continuous Temperature Range 1 (Maximum 110 °F short term and 75 °F long terni temp) c) Factored Loads Load factor source ACI 318 Section 9 2 80001b V,3^ 6001b % O'b M^^ Olb*ft M,y Olb*ft ^ Oin Sy Om Moderate/high seismic nsk or intermediate/high design category • No Anchor w/sustained tension No Anchors only resist wind and/or seismic loads No Apply entire shear load at front row for breakout. No d) Anchor Parameters From C-SAS-2009- Anchor Model = SETXP = 1 m Category =1 hg^^lOm hmin = ''5>n C3^ = 30in ^mm = 1 75 in s^,^ = 3 m Ductile = Yes 2) Tension Force on Each Individual Anchor Anchor #1 N^^^., =8000 00 lb Sum of Anchor Tension SN^^g = 8000 00 lb a^ = 0 00 in ay = 0 00 in e'^^ = 0 00 in e'^y = 0.00 in 3) Shear Force on Each Individual Anchor Resultant shear forces m each anchor Anchor #1 V^^., = 600.00 lb (V^^g.,^ = 600 00 lb , V^^^.^^ = 0.00 lb) Sum of Anchor Shear EV = 600 00 lb, SV = 0 00 lb file lie \Users\chiu-chi\Documents\Output htnni 2010/06/18 3/7 Page uax uay e'vx = 0 00 in e'yy = 0 00 in 4) Steel Strength of Anchor in Tension [Sec. D.5.1] Number of anchors acting in tension, n = 1 Nga = 35150 lb (for a single anchor) [C-SAS-2009] (t) = 0 75 [D 4 4] = 26362 50 lb (for a single anchor) S3 5) Concrete Breakout Strength of Anchor in Tension [Sec. D.5.2] Concrete breakout strength has not been evaluated against applied tension load(s) per user option. Refer to Section D 4 2 1 of ACI 318 for conditions where calculations ofthe concrete breakout strength may not be required Calculation in this section is displayed solely for the purpose of calculating which is used to denve Section (10) shear pryout strength Neb = \J\co'^e6,N'^o,H'^cp,U^b D^] Number of influencing edges = 3 hgf (adjusted for edges per D 5 2.3) = 6.000 in AM^O = 324 00 in2 [Eq D-6] A,^^, = 252 00 in^ Smallest edge distance, c, = 7 00 in = 0 9333 [Eq D-10orD-11] Note Cracking shall be controlled per D 5 2 6 ^ = 1 0000 [Sec D.5 2 6] '^'cp.N = 1 f^Ci D-12 or D-13] N^, = kj. V f' c hef^ ^ = 12492 40 lb [Eq D-7] kj, = 17[Sec D5 26] N^b = 9068 56 lb [Eq D-4] ([) = 0 65 [D 4 4] ())N^jj = 5894 56 lb (for a single anchor) 6) Adhesive Strength of Anchor in Tension [Sec. D.5.3 (AC308 Sec.3.3)] \cr = ^^Q psi [C-SAS-2009] k^^= 17 [C-SAS-2009] hgf (unadjusted) = 10 in = \,cr^ ^oKr 30410.62 lb [Eq D-16f] \ uncr ~ 2003 00 psi for use in [Eq D-16d] file UC \Users\chiu-chi\Documents\Output titml 2010/06/18 4/7 Page T min[20d„ V (tk,unc/^450). 3hJ = 23 506 in [Eq D-16d] VNa = VNa/2=11753in[Eq D-16e] Na = ANa/AN3o^ed,Na^p.NaNao t^q D-16a] A^ao = 552.55 in^ [Eq D-16c] Af^a = 290 54in2 Smallest edge distance, c^ = 7.00 in VNa = "^'n[0 7+0 3C3^, A, , 1 0] = 0 8787 [Eq D-16m] ^3 = 1 0000 [Sec D53 14] Na = 14050 56lb[Eq D-16a] (|) = 0.65 [C-SAS-2009] (t>N = 9132 86 lb (for a single anchor) 7) Side Face Blowout of Anchor in Tension [Sec. D.5.4] Concrete side face blowout strength is only calculated for headed anchors in tension close to an edge, Cg^ < 0 4hgf. Not applicable in this case. 8) Steel Strength of Anchor in Shear [Sec D.6.1] Vsa = "0 6A33f^^3[Eq.D-20] Vgg = 21090 00 lb (for a single anchor) [C-SAS-2009] (f> = 0 65 [D 4 4] (f) V^^ = 13708.50 lb (for a single anchor) S3 9) Concrete Breakout Strength of Anchor in Shear [Sec D.6.2] Case 1 Anchor checked against total shear load Inx-direction. Vcbx = Vx/Vox^ed,V^c,vVbx D-21] Cg^ = 9.00 in A^^ = 189 OOin^ Vox = 364 50 in2 [Eq D-23] ^ejj V = 0 8556 [Eq D-27 or D-28] ^ = 1 0000 [Sec D 6.2 7] \02lr^,lp/r> \1 5 Vbx = W°'V ^oV r,{cJ'[Eq D-24] Ig = 8 00 in Vjj^ = 14323 52 lb Vp,,^ = 6354 22 lb [Eq D-21] (1)=0 70 file lie \Users\chiu-ctii\Documents\Output html 2010/06/18 5/7 Page ^^cbx ^ ^^^^ 95 lb (for a single anchor) Iny-direction Vcby=Avc/A^oy^3, V^, vVby[Eq D-21] ^a1 ~ ^-^^ Avcy = 204 75 in2 A^^y = 220 50 in2 [Eq D-23] ^gjj V = 0 9571 [Eq D-27 or D-28] ^ = 1 0000 [Sec D 6 2 7] Vby = Wdo)°'V W[Eq D-24] L = 8 00 in V^jy = 9825.01 lb Vj,j,y = 8732 23 lb [Eq D-21] (1)=0 70 (j)V^^y = 6112 56 lb (for a single anchor) Case 2 This case does not apply to single anchor layout Case 3 Anchor checked for parallel to edge condition Check anchors at c^^., edge Vcbx = Ascx/Vox^ed.V^c,vVbx f^q D-21] Cg., = 16 00 in (adjusted for edges per D 6 2 4) A^^ = 336.00 in^ A^Q^ = 1152 00in2[Eq D-23] ^ = 1 0000 [Sec D 6 2 1 (c)] SPj, y = 1 0000 [Sec D 6 2 7] Vbx = 7(le/d/N doV fc(Cal)''tEq D-24] I = 8 00 in e Vjj^ = 33952 05 lb V^^^ = 9902 68 lb [Eq D-21] Vcby=2*V,,,[SecD6.2 1(c)] V^^y = 19805 36 lb (1) = 0 70 (|)Vj,jjy = 13863 75 lb (for a single anchor) Check anchors atCy., edge Vcby=V/^coy^ed.V^c.vVby^Eq D-21] c =7.00 in file HQ \Users\chiu-chi\Documents\Output html 2010/06/18 6/7 Page al A^'y=204 75in2 A^^y = 220 50 in2 [Eq D-23] 0000 [Sec D 62 1(c)] ^^^=1 0000 [Sec D627] Vby = 7(W°'VdJf^(Cg,)l5[EqD-24] Ig = 8.00 in V^y = 9825.01 lb V^j^y = 9123 23 lb [Eq.D-21] Vcbx = 2*V^byfSecD6.2.1(c)] V^bx = 18246 45 lb (|)-0 70 'I'^cbx " 12772 52 lb (for a single anchor) Check anchors at ©dge Vcbx = Vx/A^ox^ed,V^c,vVbx t^q D-21] Cg., = 9 00 in A^j^ = 189 00 Avcox = 364 50in2[Eq D-23] ^ = 1 0000 [Eq D-27 or D-28] [Sec D 6 2 1 (c)] ^ = 1 0000 [Sec D 6 2 7] Vbx = 7(W°N fc(Cal)''[Eq D-24] Ig = 8 00 in Vj,^ = 14323 52 lb V^j^^ = 7427 01 lb[Eq D-21] Vcby = 2*V,bx[Sec D 6.2 1(c)] V^j^y = 14854 02lb (t) =0 70 (|)V^^y = 10397 82 lb (for a single anchor) Check anchors at Cy2 edge Vcby=WA^oy^ed.V^c.vVby[Eq D-21] Cg., = 7 00 m A^y = 204.75 in2 A^^y = 220.50 in2[Eq. D-23] file lie \Users\chiu-chiVDocuments\Output html 2010/06/18 in Page ^ed,vT 1 0000[Sec D62 1(c)] ^ = 1 0000 [Sec D.6.2 7] Vby = m)°'V d,V yCg,)l5[Eq D-24] Ig = 8 00 in Vjjy = 9825 01 lb Vpby = 9123 23lb[Eq D-21] Vcbx = 2*V,,y[SecD62 1(c)] Vcbx = 18246 45lb (i)=0 70 ^^cbx ~ 2772 52 lb (for a single anchor) 10) Concrete Pryout Strength of Anchor in Shear [Sec. D.6.3] V,p = min[k^pN3,k^pN J [Eq D-30a] •^cp ^ 2 [Sec D 6 3 2] Ng = 14050.56 lb (from Section (6) of calculations) '^cb ~ 9068.56 lb (from Section (5) of calculations) V,„ = 18137 11 lb (j) = 0 70 [D 4 4] (j)V^p = 12695 98 lb (for a single anchor) 11) Check Demand/Capacity Ratios [Sec. D.7] Tension -Steel 0 3035 -Breakout N/A -Adhesive 0 8760 - Sideface Blowout N/A Shear - Steel • 0 0438 - Breakout (case 1) 0 1349 - Breakout (case 2) N/A - Breakout (case 3) 0 0470 -Pryout 0 0473 V.Max(0 13) <= 0 2 and T Max(0.88) <= 1 0 [Sec D 7 1] Interaction check PASS Use 1" diameter A307 GR. C SET-XP anchor(s) with 10 in. embedment file //C \Users\chiu-chi\Documents\Output html 2010/06/18 (3' 8x2.1 V •I 1/ V, i _™____.^ ^ / ^ ^ 4^" B " M /< ^/^^^. >/.o ' <Lh -tc »4 (-77. 8 f f TIC £ (^''t'^C^ , Title Block Une 1 You can changes this area using tee 'Settings' menu item and then using the "Pnnbng & Title Block" selection Title Block Une 6 Title Dsgnr Project Desc Project Notes Job# Printed 18JUN 2010, 640PM ''CombihedJF6bting 'bes1gri;i;% Hie C\Users\chiu-chi\Docunnents\ENERCALC Data lTPes\puesta del sol ec6r •\ r-Srt ,", h'J\ ^•^ENERCAiq'INC ,19B3-2010,Wer6''0'22;iN'l1724' 1 1 liic. # : KW-06004053 License Owner: CHIU-CHI CHEN Descnption ctiexk existng grade beam General Information - v.. ' , i , • Material Properties f c • Concrete 28 day strength Fy Rebar Yield Ec Concrete Elastic Modulus Concrete Density (j) Phi Values fSoil Informiation ' Flexure Shear 3 ksi 60 ksi 3122 ksi 145 pcf 09 085 Analysis/Design Settings Calculate footing weight as dead load ? Calculate Pedestal weight as dead load "> Mm Steel % Bending Reinf (based on'd') Mm Allow % Temp Reinf (based on ttiick) Mm Overturning Safety Factor Mm Sliding Safety Factor Yes No 0 0010 0 0010 15 1 1.50 1 Allowable Soil Beanng 2 ksf Increase Beanng By Footing Weight No Soil Passive Sliding Resistance 250 pcf (Uses entry lor Footing base depth below soil surface" for force) Coefficient of Soil/Concrete Fncfion 0 40 Dimehsiohs & Reinforcing Soil Beanng Increase Footing base depth below soil surface ft Increases based on footing Depth Allow Pressure Increase per foot ksf when base footing is below ft Increases based on footing Width Increase per foot of width ksf when length -or- width is greater than ft Maximum Allowed Beanng Pressure 10 ksf fzero/sno/imrfj Adjusted Allowable Soil Beanng ksf (Allowable Soil Beanng adjuSed for foobng weight and depth & width increases as specified by user) Distance Left of Column #1 = Between Columns = Distance Right of Column #2 = Total Footing Length = Footing Width = Footing Thickness = 4 5 ft Pedestal dimensions Col#1 Col #2 65ft 35ft 14 50 ft 2ft : 35 m Rebar Center to Concrete Edge @ Top = Rebar Center to Conaete Edge @ Bottom = Applied Loads:'."' ' \ ' ''! ' Sq Dim = Height = in in 3 in 3 in Bars left of Col #1 Bottom Bars Top Bars Bars Btwn Cols Bottom Bars Top Bars Bars Right of Co) #2 Bottom Bars 3 Top Bars 3 Count Size* As Actual As Req'd 0930 0 930 0 930 0930 0 930 0 930 0 840in'^2 0 840^*^2 OOin'^2 0 840in'*2 0840in'^2 0840in*2 Applied® Left Column Axial Load Downward Moment (••CCW) Shear (+X) Applied @ Right Column Axial Load Downward Moment (-fCCW) Shear (-1-X) Overburden OL W 30 12 12 k k-ft k k k-ft k Title Block Une 1 You can changes this area usinij Jhe "^ttings" menu item and then using the "Pnnting & Title Block" selection Title Block Line 6 Title Dsgnr Project Desc Project Notes. Job# Pnnted 18 JUN 2010 6 40PM Combined Footing? P.e;sign; ' ;'i f "'/iv '• 'nleX\UseIB\chlu^^ll^i3ocuments\ENERCALC Data raes\puesl8 del sol ec6'^^^ ••'"'•'!:'-! '*.t:;-'''\',"/^t^v' '>.iv/'^C''.''"''ENERCAUC,1INC.1983-20r6,.Ver6022','";N1172i< ll Lie. # : KW-06004053 Descnption chexk existng grade beam DESIGN SUMMARY. License Owner: CHIU-CHI CHEN Design OK, Ratio Item PASS PASS PASS PASS PASS PASS PASS PASS PASS 04557 4 836 No Sliding No Uplift 0 04076 004617 0 001668 0 000896 0 09609 PASS No Bending PASS 01392 PASS No Bending PASS 0 08716 PASS No Bending Soil. Bearing Soil Beanng Overturning Sliding Uplift 1-way Shear-Col #1 1- wayShear-Col#2 2- way Punching - Col #1 2-way Punching-Col #2 Flexure-Left of Col #1-Top Flexure - Left of Col #1 - Bottom Flexure - Between Cols - Top Flexure - Between Cols - Bottom Flexure - Right of Col #2 - Top Flexure - Right of Col #2 - Bottom Applied 'y9lT4'ksf 16 80 k-ft 00k 00k 3 797 psi 4 299 psi 03107 psi 0 1669 psi -12685k-fl 00 k-ft -18 380 k-ft 0 0 k-ft -11 507 k-ft OOk-ft Capacity Governing Load Combination To ksf -tO+OTOE^I 81251 k^ 0 6D40 7E 7 306 k No Sliding 00 k No Uplift 93113 psi +1 2QChO 501M) 20S+E 93113 psi +1 20DtO.50L-tO 20S+E 186 23 psi +1 20D40 50L-*€ 20S-^ 186 23 psi fO90D+E+160H 13201 k-ft +1,40D 0 0 k-ft N/A 132.01 k-ft +1 mM) 50L-K) 20S4E 0 0 k-ft N/A 132 01 k-ft +140D OOk-ft N/A Eccentncity Actual Soil Beanng Stress Actual/Allow Load Combinataon„. Total Beanng from Ftg CL g Left Edge @ Right Edge Allowable Rabo •tO-»0 70E+H 18 26 k 1 084 m 0.35 ksf 091 ksf 2 00 ksf 0456 -K)60D-K)70E-t« 10 96 k 1 697 in 011 ksf 0 64 ksf 2 00 ksf 0321 Civertumirig Stability • Moments about Left Edge k-ft Moments about Right Edge k-ft Load Combination... Overturning Resisting Ratio Overturning Resisting Rabo D 000 000 999000 000 000 999000 06D-^7E 16 80 8125 4 836 000 000 999 000 Sliding Stability, , ' ' Load Combmation.. Sliding Force Resisting Force Sliding SafetyRatlo D 0 00 k 731 k 999 06D-t€7E 0.00 k 4 38 k 999 Footing'Flexure' Maximum Values for Load Combination Distance Tension Governed Load Combination.. Mu from left Side As Req'd by Actual As Phl*Mn Mu/PhIMn 06D-*O7E 0 000 0 000 0 0000 0 0000 0000 0000 06D+07E -0188 0048 TOD 0 840 Mm Percent 0 930 132 012 0.001 06D+0.7E -0 376 0 097 TOD 0840 Mln Percent 0930 132012 0 003 06D-K) 7E -0562 0145 TOD 0 840 Mm Percent 0 930 132012 0 004 06D-tO 7E -0747 0193 TOD 0840 Min Percent 0 930 132012 0 006 06D-t0 7E -0 932 0 242 TOD 0840 Mm Percent 0 930 132012 0 007 06D-fO7E -1115 0 290 TOD 0 840 Mm Percent 0 930 132 012 0 008 06D-tO 7E -1297 0 338 TOD 0 840 Mm Percent 0 930 132 012 0 010 06D-K) 7E -1477 0 387 TOD 0.840 Min Percent 0930 132012 0011 06D+0 7E -1657 0 435 TOD 0 840 Mm Percent 0 930 132012 0013 06D-tO7E -1836 0483 TOD 0 840 Mm Percent 0 930 132012 0014 06D-tO7E -2014 0 532 TOD 0840 Mm Percent 0 930 132012 0015 06D-K)7E -2190 0 580 TOD 0 840 Mm Percent 0 930 132012 0017 0.6D-K)7E -2 366 0 628 TOD 0 840 Mm Percent 0 930 132012 0018 06D-tfl7E -2 540 0677 TOD 0 840 Mm Percent 0 930 132012 0019 06D-K)7E -2713 0725 TOD 0840 Mm Percent 0.930 132 012 0 021 06D-K)7E -2 885 0 773 TOD 0840 Mm Percent 0930 132012 0 022 06D-tO7E -3056 0 822 TOD 0 840 Min Percent 0.930 132012 0 023 06D-^07E •0226 0870 TOD 0840 Mm Pensent 0 930 132 012 0 024 06D407E -3395 0918 TOD 0 840 Mm, Pem^nt 0930 132012 0 026 06D-K)7E -3 563 0 967 TOD 0 840 Mm Percent 0.930 132012 0027 06D-K3.7E ^729 1015 TOD 0 840 Mm Percent 0 930 132012 0028 06D-K)7E ^895 1063 TOD 0 840 Mm Percent 0 930 132012 0 030 06D+0 7E -4059 1112 . Top 0840 Mm Percent 0.930 132.012 0031 06D-K) 7E -4 223 1160 TOD 0 840 Mm Percent 0930 132012 0 032 Title Block bnel You can changes this area usmtjjj^e "kings' menu item and then using the "Pnnting & Title Block' selection TiUe Blxk Line 6 Title Dsgnr Project Desc Project Notes Job# Pnnted 18JUN2010 640PM :Connbined!looting40,esig^^^^ " ^ '<.' KVV-06004053 File 'C \U5ersV;hiuK;hl\Docutnente\ENEf?CALCDataTiles\puesta del sol ec6' b ,/,'")ENERCALC;iNC':i983l2010,-Ver'6"0 22,?N-11724j I License Owner: CHIU-CHI CHEN Descnption chexk existng grade beam Foobng Fixture - Maximum Values for Load Combination Distance Tension Governed Load Combinataon... Mu from left Side As Req'd by AchialAs Phl*Mn Mu/PhiMn 06D-t{)7E -3.830 13582 TOD 0 840 Min Percent 0930 132012 0029 06DHO7E -3 643 13630 TOD 0 840 Mm Percent 0,930 132012 0 028 06D+07E -3455 13678 TOD 0 840 Min. Percent 0 930 132 012 0 026 06D-»07E -3 264 13 727 TOD 0840 Mm Percent 0 930 132012 0025 06D407E -3072 13775 TOD 0 840 Mm Percent 0 930 132012 0023 06D-*07E -2879 13 823 TOD 0840 Mm Percent 0 930 132012 0 022 06D+0 7E -2684 13872 TOD 0840 Mm Percent 0930 132012 0.020 06D-0 7E -2 487 13920 TOD 0840 Mm Percent 0,930 132012 0019 06D-»0 7E -2289 13968 TOD 0,840 Mm Percent 0930 132 012 0017 06D-K)7E -2089 14017 TOD 0840 Mm Percent 0930 132 012 0016 06D-tO 7E -1887 14 065 TOD 0840 Mm Percent 0930 132 012 0 014 0 60-^0 7E -1684 14113 TOD 0840 Mm Percent 0930 132 012 0013 06DtO7E -1479 14162 TOD 0 840 Mm Percent 0930 132,012 0011 06D-K)7E -1,273 14210 TOD 0 840 Mm Percent 0930 132012 0010 06D-K)7E -1065 14 258 TOD 0840 Mm Percent 0930 132012 0008 06DtO7E -0 855 14 307 TOD 0840 Mm Percent 0 930 132012 0006 06D-+0 7E -0644 14355 TOD 0.840 Mm Percent 0.930 132 012 0005 06D-tO7E -0431 14403 TOD 0 840 Mm Percent 0930 132012 0003 06D^7E -0216 14452 TOO 0,840 Mm Percent 0 930 132012 0 002 06Dt0 7E 0 000 14 500 0 O OCW , 0 0 000 0000 0 000 'OneWay Shear -- ^ r . j"l,"'.'. •' > ;/punchingShear * '. - ' '•' Load Combmation. PhiVtt yu@ Coi#1 vu@Coi#2 PhiVn vu@Col#1 vu @Coi#2 +140D 9311 psi 114 psi 1 32 psi 186 23 PSi 017psi 010 psi +120D-^50L-*020S*£ 9311 psi 3 80 psi 430 psi 186 23PSI 031ps( 015 PSI -tO 90D+E+1 60H 9311 psi 3 66 PSI 401 psi 186 23PSI 027psi 017 PSI 01^ 2.i ' ^1 0 okA- —— ^ 1^ iCpmpany Designer Job Number July 14, 2010 9 31 AM , (Pf Checked By I / Joint Deflectiorts LC Joint Label Xfin] Yfinl ZM X Rotation frad] Y Rotation frad] Z Rotation [rad] 1 1 N1 0 0 0 0 0 -5 496e-^ :^^^\ 3 1 N3 015 -021 0 0 0 -7 532e-4 mij /iS i. 01 ''S^:31.Se^i^ Joint Reactions {Bv Combination) 1 -1 N1 4 878 4 381 0 0 0 0 b4j3.893°%7: 3 "l N3 0 0 0 0 0 0 5 1 COG (ft) X 11 911 Y 2 25 Z 0 story Drift LC Story JointfX) XDrift[in] %ofHt JointfY) YDnftfin] %ofHt Joint(Z) Z Driftfin] %ofHt No Data to Print Member Section Forces 1 1 IVI1 1 247 -26 0 0 0 -022 "C'^i " - ^"C^ ^-'S^'^w _ ^:54?V55^ S^^26Sr^ 009r?f%j 3 3 247 -26 0 0 0 04 i:J4i? :%'i**07-iStQg 5 5 247 -26 0 0 0 102 :6.K ss^,24fe . f^<^.2gi*^'S 7 7 247 -26 0 0 0 163 -8ki ^C££247:«S V*'! -"S6rf"#? lS|i!0''i>^,i 9 9 247 -26 0 0 0 225 :-10'' ^^'r^26it^S .fio,%ai. 11 11 247 -26 0 0 0 286 ^1,2^ t^12^4 ^^,^'2^:^y !S??i:26?:-rt ^:si^31'7^:lt 13 13 247 -26 0 0 0 348 ?^14J 4^14:* 'l|^^''^i26#^ 15 15 247 -26 0 0 0 409 *ii6:si ?i?V;24ytrf^5 17 17 247 -26 0 J 0 0 1 471 t8r -;£j"-26?J?i5;'> 5^-';?-. .Oii'-s,''-*: i'€^-i502>fiei 19 19 247 -26 0 0 0 532 20, ^t^-,24m^4^ ??,?^26m '.rd/ 5635.-» 21 1 IVI2 1 26 247 0 0 0 563 ,*-22''-" ;-2i*S V".V-247y9'6 Rf+*533iS*2i 23 3 26 247 0 0 0 498 ^-24^; ^i,'*t5'-26An«*»" ?rtSJi24=7aS" 25 5 26 247 0 0 0 433 ^^^•24^^ 27 7 26 247 0 0 0 368 is" '•26-'fflCst -i-l'f 247'i"tS*S ???-f;,?d*i^:i.-^^•^'^ 335^iX'^%:: 29 9 26 247 0 0 0 303 •:30^? •«K"247^ #4=*'^-lld ' Stt* 27';*S*? 31 11 26 247 0 0 0 238 :32l Kte^'2053S^- 33 13 .26 247 0 0 0 173 RISA-3D Version 813 [C \RISA\PUETA DEL SOL-REVISE RB-7 r3d] Page 1 'Cpmpany Designer Job Number July 14, 2010 9 31 AM 7^ Checked By ^ Member Section Forces {Continued) •^14^^' 26*?'''"" 247>^5, l*i"'''''0'4W*<' ^V^'••i*^0&•:^•: » '.dZ-'-.^" 14V-7? 35 15 26 247 0 0 0 107 36 '.16> r.- 26;' *T: •v'-' ;'2474 'T-d'„)-.::i 075-'^? 37 17 26 247 0 0 d 042 38 ' t?'. 26 ^/f. f;.^' 247.-. 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" -6 61 1 M4 1 6 198 -01 0 0 0 022 ^62'^ 'S^'igasi; •^roiST*?^ "?:*C' OiS^"'?"';-' % ' 023-4*4 63 3 6 198 -01 0 0 0 025 '64-r-'4-'-'. *^^6 198 ;*^-voi<%'.y ^«'0S?^^ --^Ol&aV' >Z ^ 027^.* 65 5 6 198 -01 0 0 0 029 .66^"; ^f.i.^ 6 1 gsW"^ ^*ilta;»l t -i^Va, U'^"^ 67 7 6 198 -01 0 0 0 032 687, f^'^-^i ^ ^ ^--^ 6 1983*e fKt'dm?^.. oS4i£% 69 9 6 198 -01 0 0 0 036 70r «i 6l98iC <t."f-.01-T4'.t' •038^i-;f 71 11 6 198 -01 0 0 0 039 :,'72^. ^-^.r-e^igff^-? 04ir /sK 73 13 6 198 -01 0 0 0 043 ' 74 " ^ 14.^' 1.. 6 i9&€r ^'.i-Wi-C -^^^ 0O">'^ .045^:;*'' 75 15 6 198 -01 0 0 0 047 76^' -y-'e i98'#i: - Oi ''''H..t'i .^jSt^OftS^i ;0^^-'i r;'''.''0' If- • 048?»*>:^ 77 17 6 198 -01 0 0 0 05 78r,i i 18-' "•'•6'198f:.V? 5^ Ol^^'^-^i 'i'tl'-'O jft-^'* ' 052/'*" 79 19 6 198 -01 0 0 0 054 80: U20'" S5-6 198«ft^ '•^ -:oi^. \'^,,/:0'£'i?;;K i'-"'^wd'-?4if-'i<i ^>f' '0551 'iK Member Section Stresses 1 1 Ml 1 027 - 114 0 009 -009 0 0 2^? "2jr 027 1fea0d4'lli -:;:dd4t.* -_vd'.'^^"" 3 3 027 - 114 0 -017 017 0 0 4^-'rj4 .-fe«027> ' r^lsi 4'' ^'3€)31\% •! ;*='d3i*?l«i i^^W^O-^ 't 0'--.fi« 5 5 027 -114 0 -044 044 0 0 6^. {~6^' ?A^027- • .-l^iO'^ilv -'J^'058Sf^ :j-fi-dvr^ "0 ^'ft RISA-3D Version 813 {C \RISA\PUETA DEL SOL-REVISE RB-7 r3d] Page 2 Dfesigner Job Numtier July 14, 2010 9 31 AM Checked By. LC Member Label Sec Axialfksil v Shearfksil z Shearfksil v too Bendin v bot Benciin z too Bendin z bot Bendin 7 7 027 - 114 0 -071 071 0 0 .8 8 , '027"ft ,- ii4,*s ;r^0";-'' l i -. - 085- : '085 '-0'// 9 9 027 -114 0 -098 098 0 d :id-MOf '^^ 027:i# i/-1MiX; l'lii4'-0 ; ^- ,"-itiy ii;i:^s^ ^Si'vO'"// 11 11 027 -114 0 - 125 125 0 0 <m ' '12A /ft. 02^' '•'-1l4t;-St:;., -dlssa^ yi'-138 < ;t' ;138< ,0/ •if .-td'^/M' 13 13 027 - 114 0 -152 152 0 d 14.' "14-; '027^^^-" . "'-IM'"? '16545 1655/ '•^y^/O/i/f 15 15 027 - 114 0 - 179 179 0 0 '',16v •'16-,5'1 027^>>; V,"-114 ^ir.'-.d^--;^i tr'-i92^;' ,'<t'igg'-'/ v/ir.-. 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'008/ i^'^ 0W: £i ^•r/t);^?^/*^ fil'^/'O/te/ . • 238.03// NCi</ft; 51 11 007 -1 012 0 0 239 439 NC ' 52%' .-12xi-006/--'''" ^':z''<97QW.i ' r 0',Jj.s'\' ^247 3394-/ 1' «G/|5^ 53 13 005 -921 0 0 262 783 NC •54^ ;:iI4'/ /'-"<'005//*'i -J^" / 84/!* l;//:-04l/> \288"187A;f NC^"/*!' 55 15 004 -736 0 0 328 41 NC -.56.'T .--16/ t; :6l4;/f' // '0^.//-K,: -o/s// 393 606 -" "NC:^/~: 57 17 002 -476 0 0 507 877 1 NC "5&' t/'/ilSJ/^'i/'i/'T," I^/. 002^3"' /J -'326i^ i "•^//^ Oe^i^N ;.744 00r:f. :''' NC^''i'-""'*r"= 59 19 0 -165 0 0 1466 663 NC 60? Wi 0/--/-/ ^* 0i%^ r*//0!/'v/,1 It. HC -'-ff / NC'^:/i 61 1 M4 1 0 0 0 0 NC NC ,62£ S~^" /^/ 0///^ i-r--- OOlr-W/ //i'd'i/*^!^ Si/tost/:.. iNC/^Si; /: 'NCF'^^ 63 3 0 -002 d 0 NC NC '64/ i;4-^ l-Ot/Zt-,~/-:0W-i/-' */.;^o:///~ %/ .'-0;/// /. -NCl^S'-; It/ NC/*^''/'. 65 5 0 -005 0 0 8448 441 NC 665* /' si#//»ifS®(, •=^6lWi A*-; oiC?/-,, ^s-v-ooe/-? -5? ..-:0K«-;::^ • 6713 975d *<yNG;:^'/* 67 7 -001 -007 0 0 5556 547 NC 68' V, J /^/; A^- 0O^feS& l-*"'- 009'//!; l?//'01/!f5p1 W^; 0/i/> 4 :4728 903!/ #/ NC//:3 69 9 -001 -01 0 0 4107 416 NC 701; /io;v 002^/'. /I -oin/^f: li'/OKIt^:-?' //s'^,5s;^ 3623 .i/,^,Ncii«"^ 71 11 -002 -012 0 0 3235 659 NC f;~ •/ ./^^^ooa'^/'^ f'^'-or4VM '.^t)i^ 7-0Ci;-iP2 ilil ''IfO/s*/'/ ->2917957/ 'NC/Z-i 73 13 -002 -015 0 0 2652 815 NC -74-'i ^', >TK .;r//i'"."//- /V'VR/ • -1415'., 5>$ - 002'^ 'kt' -1 OW/t?-/ l#^''i"0)jfe • ' 0ii/,;l - 52428 imi /- •im:m>'i 75 15 -002 -018 0 0 2235 254 NC 76s; •' I'r J.'"C-i'.:,»2' 'i\:it4*/*-T/ !'116lff Jii\- 003???* "S.'-02^^/ 5?7f/^a?fc/::i :^2067-849/ ^ - NG'^ 77 17 -003 -021 0 0 1921 157 NC 78 * S'?;^-?; •''^f^^^^^^vV.^-,/J^•^'•'S^^'^'^*^ :dSi 003';:*/ -023-iS /» /O'S/V^ /* ^'0 ^/r^? :i791 543-1, '^^.NCl/'N 79 19 -003 -024 0 0 1676 177 NC 80 t/I /iif/-T''"^/'JsP*./'" /205? ^A'-026/^ 'l;-""i,: - ,n:i Ifc/ 1572 824%' -i" -NC:/^ Member Torsion Stresses LC Member Label Sec Torauelk-ftl Stiearfksil v Warn Stiear z Waro Shear z-Bot Waro B Z-TOD Warn B 1 1 Ml 1 d 0 NC NC NC NC •.,2/"i ^12/^ Vjf-'t' 0"i/S/" VNCi-'""'t'/ 54?'^!NC//'/ * NG // /;/ NC//f 3 3 0 0 NC NC NC NC 4 ' ^ ^ /» / - "'tl/"!^ -f llv''''K j;* 4= -1 y/ ,^0/?/? I 'NC/// /•^' ND//^" 5 5 0 0 NC NC NC NC :^6/ */-''/w/Sj/"^'*,>/ 'v6^Ii -O^/i /v-NC*/** S/NC?'^'it . 'NC^?/1 /--Ne«/:J 7 7 0 0 NC NC NC NC .8;r : f; ;• l/;//*/Ti/'il;>"'i =•/- *l •:8-$-/^ d/^/;: 0-9/1. Iff^/NCSfti,^ :Nc!='*i'-; NC/ / ' .NC^S/y 9 9 0 0 NC NC NC NC RISA-3D Version 813 [C \RISA\PUETA DEL SOL-REVISE RB-7 r3d] Page 5 Company Designer Job Number July 14, 2010 9 31AM Checked By. Suggested Shapes Section Set/Member Current Stiape Supqested Stiape Controlling Member Use Sua^ested'' 1 HR1A W8X31 W8X24 Ml Yes 2 . / ^ HR2 ' TU6X3X4 HSS2X1X2 ' : - ',M2' ^ ' - '7 Yes ' 3 HR3 TU3X3X4 HSS1.25X1 26X2 M4 Yes 4r. : W00D1A = 3125X15FS - :2.5X16.5FS -• - ' M3 \ ''' Yes' 1' Material Takeoff Matenal Size Pieces Lenqthfftl WeiqhtfK] 1 Hot Rolled Steel 2/ : ^ A36Gr.36 -' ' / ; W8X31 ' ' - ^'^ -TZ ' - 3 A5ddGr46 TU3X3X4 1 34 0 4-- ' A5d0 Gr.46 ^ TU6X3X4^-• i:1 ;^2& ' . 0 5 Total HR Steel 3 81 1 '6 '-',.'< - '' 7 Wood ~.8 1 24F^1 8E OF Balanced-3.425X15FS - : - \ - • ^ 2o: - ' - 2: :^'Z 9 Total Wood 1 20 2 Member AISC 13th ASD Steel Code Checks (Bv Combination) 1 1 Ml W8X31 Oil 2 25 008 0 Y 194 964 196 814 25 329 54 611 1 73 H1-1b M2 TU6X3X4, ,033 '• ? 0 / '/0d6i^ y •i:i2'651^ il12.659 m 491' 1 Hl-ib 3 1 M4 TU3X3X4 1 057 3 363 001 0 X 65 213 71 341 5 991 5 991 1 329 Hl-lb Member Cold Formed Steel Code Checks LC Member Stiape UC Max Locfft] Shear U Loc[ft] Dir Pnfkl Tn[k] Mnyy[k-ft]Mnzz(k-ft] Cb Cmyy Cmzz Eqn No Data to Pnnt Member Wood Code Checks (Bv Combination) LC Member Shape UC Max Locffti Shear Locfft] Dir Fc'pcsil Fftksi] Fb1'[ksilFb2'[ksi] Fv-fksi] RB CL CP Eqn 1 111 M3 13125X15 i 952 |842lT 609 I 0 Ivl 16 I 111 24 11 6821 23 II 3581 1 I 1 13 9-3 PC100032 - r i PUESTA DEL SOLCX)NDOMINlUMS /:,;:/i/\-/'i'>^;,." f^,; .-'^ ^. • - . 7 6.^ 70s- V7 •SW • cv Approved Date By BUIIXIING /0/-ZO//0 PLANNING ENGINEERING w/SW 7/^/ /O (?*"^>-*^ FIRE Expedrte? Y N HazMat / APCD y / Health Formi/Fees By HazHealthAPCD Stormwater Special inspection CFD Y 1^ LandUse •7 Density ImpArea FY Comments Building Planning Engineering Fire Need? a Done • Done • Done • Done Application Complete? Fees Complete? N N By By rr?^=s TT—rr'- -i 03-14-2013 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR13024 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # PG# Project Title Applicant JOEL KLETT 2599 OCEAN ST CBAD PGR 2031402801 Lot# $0 00 Construction Type PC100032 REVISIONS INCLUDING FIREPLACE, WINDOWS, ETC 5B Owner Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 03/06/2013 JMA 03/14/2013 03/14/2013 PO BOX 4086 CARLSBAD CA 92018 541-788-4880 Plan Ctieck Revision Fee Fire Expedited Plan Review Additional Fees $375 00 $0 00 $0 00 Total Fees $375 00 Total Payments To Date $375 00 Balance Due. $0 00 Inspector FINAL APPROVAL Date /f-fS-O Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which vou have previousiv been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired «?!> PLAN CHECK REVISION Development Services Building Division 1635 Faraday Avenue CITY OF APPLICATION Development Services Building Division 1635 Faraday Avenue CARLSBAD B-15 760-602-2719 www carlsbadca gov Plan Check Revision No. Origin;^! Plan Check No ^C\OOCP31^ Project Address T^H^ -'X^o I - Oit^o?? Q-,£A>M 5~r^ rAyg-LsMQ Date JY\Mcvl_^_^^i3L Contact c)o£L \<U€Tir Ph ^^IS^LJ^IZM^ Fax Email ^U[e^"^(^ irY\etC<^ov City_ Contact Address f.Q> ^ox 'AQ^6^rA£.\3G^ftO^ General Scope of Work lOwQ^^ ^PuV£w\£Arr A<^0 fViRgPlAce ipEiv^uigEL^ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 • Elements revised. ^ Plans ^ Calculations • Soils • Energy • Other. 2. Describe revisions in detail 3, List page(s) where each revision is shown 4. List revised sheets that replace existing sheets s Si VJWT—V^.M^^^t.S/Tj l^.^ev^^1.^^PL^. , 5^ Wv^ ^--^<? 5. Does this revision, in any way, alter the exterior of the project? Yes 6. Does this revision add ANY new floor area(s)7 • Yes No T • Does this revision affect any fire related issues? • Yes S No 8. Is this a • No Yes • No ^Signature 1635 Faraday Avenue,\yrlsbad, CA 92008 Ph 760-602- 2719 Fax 760-602-8558 Email building@carlsbadca gov www carlsbadca gov EsGil Corporation In (Partners Hip wttH government for (ButCdtng Safety DATE March 12, 2013 • ^>BELI5ANT JURIS^ JURISDICTION Carlsbad Q^CANR EVI EWER • FILE PLAN CHECK NO PC 10-32 REV (PCR13-24) SET I PROJECTADDRESS 2599/2603 Ocean St. PROJECT NAME Puesta del Sol Condominiums Revisions I I The plans transmitted herewith have been corrected where necessary and substantially comply with the junsdiction's codes The plans transmitted herewith will substantially comply with the junsdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck I I The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person I I The applicant's copy of the check list has been sent to [XJ EsGil Corporation staff did not advise the applicant that the plan check has been completed I I EsGil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Email Fax # IWail Telephone Fax In Person REMARKS 1 Specify on the plans that Special Inspection will be provided for the plywood shear wall nailing (2" on center) 2 EsGil Corporation did not perform the original plan review, this review was limited to the changes shown on the plans By Kurt Culver Enclosures Previously-approved EsGil Corporation plans • GA • EJ • PC 3/7/13 9320 Chesapeake Dnve, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad PClO-32 REV (PCR13-24) March 12, 2013 [DO NOT PAY- THIS IS NOT AN INVOICE] JURISDICTION Carlsbad (PCR13-24) VALUATION AND PLAN CHECK FEE PLAN CHECK NO PClO-32 REV PREPARED BY Kurt Culver DATE March 12, 2013 BUILDING ADDRESS 2599/2603 Ocean St. BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION AREA (Sq Ft) Valuation Multiplier Reg Mod VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance BIdg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review • Complete Review $375.00 • Structural Only • Repetitive Fee Repeats Based on hourly rate • Other g Hourly EsGil Fee $100 00 Hrs $300 00 Comments Sheet 1 of 1 macvalue doc + ^ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www carlsbadca eov DATE: 3/13/13 PROJECT NAIVIE: OCEAN ST REMODEL PROJECT ID: PLAN CHECK NO: PCR13024 SET#: ADDRESS: 2599-2601, 2603 OCEAN ST APN: ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ/CHRISTER WESTMAN A Final Inspection by the Division is required • Yes ^ No You may also have corrections from one or more ofthe divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. Q This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: jklett@me.com For questions or clarifications on the attached checklist please contact the following reviewer as marked PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 1 1 Chris Sexton 760-602-4624 Chris Sexton@carlsbadca gov 1 1 Kathleen Lawrence 760-602-2741 Kathleen LawrenceOcarlsbadca gov 1 1 Greg Ryan 760-602-4663 Gregory Rvan®carlsbadca gov 1 1 Gina Ruiz 760-602-4675 Gina Ruiz@carlsbadca gov j 1 Linda Ontiveros 760-602-2773 Linda Ontiveros@carlsbadca gov 1 1 Cindy Wong 760-602-4662 Cvnthia Wong@carlsbadca gov • 1 1 Dommic Fieri 760-602-4664 Dommic Fieri@carlsbadca gov Remarks: REVIEW # Plan Check No PCR13024 Address 2599-2601, 2603 OCEAN ST Date 3/13/13 Review # ^ Planner GINARUIZ Phone (760) 602- 4675/4614 Type of Project & Use REMODEL Net Project Density DU/AC Zoning R^S General Plan RH Facilities Management Zone 1 CFD (m/out) #_Date of participation Remaining net dev acres (For non-residential development Type of land use created by this permit ) 12 3 Legend ^ Item Complete O Item Incomplete - Needs your action • • Environmental Review Required YES • NO |EI TYPE DATE OF COMPLETION Compliance with conditions of approval If not, state conditions which require action Conditions of Approval S • • Discretionary Action Required. YES • NO Kl TYPE APPROVAL/RESO NO DATE PROJECT NO OTHER RELATED CASES Compliance with conditions or approval'' If not, state conditions which require action Conditions of Approval D n Coastal Zone Assessment/Compliance Project site located m Coastal Zone? YES Ei NO Q CA Coastal Commission Authority? YES • 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) EXEMPT PER 21 201 060 (A) (1) (c) LESS THAN 10% OF INTERNAL FLOOR AREA PER REVIEW BY C W 3/13/13 • Q Habitat Management Plan Data Entry Completed? YES • NO • 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 O NO El (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATEi) • • Housing Tracking Form (form P-20) completed. YES • NO • N/A El p-28 Page 2 of 3 07/11 Site Plan- EDO City Council Policy 44 - Neighborhood Architectural Design Guidelines • • 1 Applicability YES • NO E • • 2 Project complies YES • NOQ • • • • • • • • • • • • Zoning 1 Setbacks Front Interior Side Street Side Rear Top of slope Required Required Required Required Required. 2 Accessory structure setbacks Front interior Side Street Side Rear Structure separation 3 Lot Coverage Required Required. Required Required. Required; Required. 4 Height 5 Parking Required Spaces Required Shown Shown Shown Shown Shown Shown Shown. Shown Shown. Shown. Shown Shown Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ/CHRISTER WESTMAN DATE 3/13/13 P-28 Page 3 of 3 07/11 1 *J1 To Hc-^ ^TO^c f^ply SHm^ w^AvL. SVS7eA« - - . / ^2 Mew Mew 4- ^ ,4- 1^ C / ^1 ^ - i/ -,yl ^" ^ ^ M/vitf^. TO c^L ^/ '/i"^ Nec<^^ /6 "^.S^, '2 •V/ t-* 6,A /?A4 2A/P PL^, >/^^£^, Company Designer Job Number c c chen engineenng chiu-chi chen 09D02 truss wood-t-steei rod Feb 27,2013 811AM Checked By Global Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation Yes Merge Tolerance (in) 12 P-Deita Analysis Tolerance 0 50% Hot Rolled Steel Code AISC . ASD 13th (Direct Analysis Method' Cold Formed Steel Code AiSIDIASD ^ Wood Code NDS 2005 ASD Wood Temperature < 100F Concrete Code ACI 2002 Masonry Code. MSJC 05/IBe06ASD Number of Shear Regions 4 Regidh Spa'anfjjnfcrement (in) 4 , Concrete Stress Block Rectangular Use Cracked Sections Yes ' : Bad Framing Warnings No Unusecf, Force Warnings Yes Hot Rolled Steel Properties Label E [ksil G fksi] Nu Thenn(\1E5F) Densityfk/ft''3] Yield[ksi1 1 A36 Gr 36 29000 11154 3 65 .49 36 2 A572 Gr.50 29000 11154 65 49 50 3 A992 29000 11154 3 65 49 50 ' .:A500Gr42 29000 11154 ^ 3 . " 65 - .49 42 5 A50QGr46 29000 11154 3 65 49 46 Hot Rolled Steel Design Parameters Label Shaee Lenathf Lb-outrft1 Lb-inFftl LcomotoD Lcomobot. K-out K-in Cm Cb Outs n swavFuncti 1 M1 HRiA 11.51 Lateral 2 . M2 ' HR2 3 25 Lateral 3 MS HR2 4 776 Lateral Joint Coordinates and Temperatures Label Xfftl Yfftl Temo IF] 1 N1 0 8 0 2 N2 ' 0 11 5 0 3 N3 3 25 8 0 4 N4 22.5 8 0 5 N5 0 0 0 Joint Boundarv Conditions Joint Label Xfk/inl Yfk/inl Rotationrk-ft/radl Footing 1 N5 Reaction Reaction 2 N4 . Reaction Reaction Wood Design Parameters Shape Lenqthfftl Le-out[ft] Le-infft] le-bend to te-bend bo . K-out K-in CV Cr Out sway In sway I 1 ' Label M4" I W00D1A I 19.25 1 5 1 5 1 5 RISA-2D Version 9 1 0 [C \RISA\untitled r2d] Page 1 Company Designer Job Number c 0 chen engineering chiu-chi chen 09D02 truss wood+steel rod Feb 27,2013 811 AM Checked By:. Wood Material Properties Label Species Grade Cm Emod Nu Therm (\1E. Densfk/ff^SI 1 OF Larch 24F-V4 DF/DF na 1 3 3 035 2 So Pine Southern Pine No.1 1 3 3 035 Member Primary Data Label 1 Joint J Joint Rotate(deg) Section/Shaoe Type Design List Matenal Design Rules 1 Ml N5 N2 HRIA Column Tube A500 Gr46 TvDicai 2 M2, " . NI . N3 HR2 Beam Tube A500Gr46 Typical 3 M3 N2 N3 HR2 Beam Tube A500Gr46 TvDical 4 M4 " ' -N3 N4 WOODIA Beam Glulam_Westem OF Larch Typical Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A[in2] 1 (90.270) [i 1 (0.180) fm4) 1 HR1A HSS5X4X8 Column Tube A500Gr46 Typical 6 95 14 9 21 2 2 HR2 HSS5X3X6 Beam Tube A500dr:4e - Typical ~ 47B 6 25 14 1 Wood Section Sets Shape Jym. Design List Material Design Rules, A[in2] I (90.270) [. I (0.180) [i 1~TwobD1Al3.l25Xi5Fsr Beam I GlulanTwestern I DF Larch I Tvpical I 46 875 I 38.147 I 878 906 Basic Load Cases BLC Descnption D+L Category None X Gravity Y Gravity Joint Point Distnbuted No Data to Pnnt.. Member Point Loads (BLC 1: D+U Member Label Direction Magnitude[k.k-fll Locationfft.%1 1 M4 Y -1.2 45 2 - M4 Y ' -1065 65 Member Distributed Loads (BLC 1: D+L) Member Label Direction Start Magnitude[k/ft.d End Magnitude[k/ft.d.. StanLocation[ft,%] End Location[ft.%l 1 M4 1 Y -124 -124 65 22 5 1 2 M4 1 Y -217 -217 ; ' ' 0' ^ 0 i Joint Reactions (Bv Combination) 1 1 N5 1 736 4 242 0 2 1 > N4 -1.736 3 781 0 3 1 Totals 0 8 023 4 1 COG (ft). X; 12334 Y-8 RISA-2D Version 910 [C \RISA\untitled r2d] Page 2 Company Designer Job Number c c Chen engineenng chiu-chi chen 09D02 truss wood+steel rod Feb 27,2013 8.11AM Checked By Joint Deflections LC Joint Label Xfinl Yfin] Rotation [rad] 1 1 N1 006 -003 -8.778e-3 2 "1 ' N2 464 " . -003 -1164e-2 3 1 N3 005 -432 -1 205e-2 4 t N4 . 0 ' - 0 -1 369e-2 5 1 N5 0 0 4 233e-3 Member Section Deflections LC Member Label Sec xfin] vfin] (n) L/y Ratio 1 1 Ml 1 0 0 NC 2 ' ' 2 ' 0 , .128 1077.86 3 3 -002 14 984 67 4 4--« ' -.003 . -077 1798 582 5 5 -003 -464 297 152 e. 1 ' - ~ M2 1' 006' ^003 NC 7 2 006 -096 417 64 8 -3 .006--201 1^6 261 9 4 005 -315 124 994 10 5 , ^ 005' -432 , 90:845 11 1 M3 1 318 338 91 223 12-2 ' ,:319. 175 123 278 13 3 .319 017 186 723 14 • ' 4 319 ' ' -.138 375:648 15 5 32 -29 NC 16 1 M4 1 :oo5 -- '-.432 ^ NC 17 2 004 -967 359 339 18 ; -:^ > •': 003. ! -1.09'6 262 538 19 4 001 -72 377 368 20 5 0 ' .0 NC Member Section Fomes LC Member Label Sec Axialfk] Shear[k] Moment[k-ft] 1 1 Ml 1 4 242 -1 736 0 2 - '' \ ' ' 2 4242 -1 736, 4 99 3 3 4 242 -1 736 9 981 4 4 2 562- : 2 677 6.602 5 5 2 562 2 677 -1 194 6 1 M2 — ^ 1 4.368 1 758 5.712 7 2 4 368 1 758 4 284 8 3 4 368 1 758-2 856 9 4 4 368 1 758 1 428 to-5 4 366 1 758 0 ll 1 M3 1 -3 668 -25 -1 194 12 2 ' -3.668-. ^25 -.896. 13 3 -3 668 -25 -597 14 4 -3'668 -25 -299 15 5 -3668 -25 0 16-, 1' V M4 1 1 736 '4 237 , 0 17 2 1.736 1.993 -17 503 18 3 1 736 -.504 -20647 19 4 1 736 -2145 -14 272 ?o 5 1.736' ' ' -3.786 0 RISA-2D Version 91 0 IC\RISA\untitled r2d] Pages Company Designer Job Number c c Chen engineenng chiu-chi Chen 09D02 truss wood+steel rod Feb 27,2013 8i1 AM Checked By: Member Section Stresses LC Member Label Sec Axlal[ksi] Sheartksi] Top Bendinqfksi] Bot Bendlna[ksi] 1 1 Ml 1 61 -373 0 0 2 2 61 -373 -7 062 7 062 3 3 61 -373 -14 124 14124 4 4 : 369 -- -.57B ; . -9.2 92- 5 5 369 576 1 69 -1 69 6 1 . M2 1 914 ''.'504 -12.153-12153 7 2 914 .504 -9115 9115 , . - ' , 3 ' ' '.914 .504 • -6.076 6076 9 4 .914 504 -3 038 3 038 10 5 .914 .504 , • -' 0 -0 11 1 M3 1 -.767 -072 2 541 -2 541 ,12 2 -767-'-:-072 , 1 906 . -1 906 13 3 -767 -072 1 27 -1 27 14 ' ' - 767 - 072 635 -.635 15 5 -767 -072 0 0 16 1-' . " ' 'M4 1 . 037 .136 0 0 17 2 037 064 1 792 A 792 18 • 3 037 - -.016,7,. 2.t14 -2114 19 4 037 -069 1 461 -1 461 20^ &-' .037 -12.1 0 0 Member AISC 13th ASD Steel Code Checks (Bv Combination) LC Member Shaoe UCMax Locffti Shear UC Loclftl Pnc/omfkl Pnt/omfkl Mn/om fk-ftl Cb Eon 1 1 Ml HSS5X4X8 569 7.906 048 8 026 1 105 322 191 437 25 02 1 578 H1-1b ,2 1 '". WI2 HSS5X3X6 357 0 -039 0 121:755 131.665 16 848 1.667 H1-1b 3 1 M3 HSS5X3X6 085 0 005 0 111.192 131 665 16 848 1 667 Hl-lb Member Wood Code Checks LC , Member Shape UC Max Locffti Shear Locfft) Fc'[ksi) Ft'fksi] Fb'[ksil Fv'[ksil RB CL CP Eqn 1 I 1 I M4 |3125X15 I 897 18.2211 590 1 636 I 11 I 2 4 23 I 5 258 I L 992 I 3 9-3 RISA-2D Version 9.1 0 (C.\RISA\untitled r2d] Page 4 PCR13024 2599 OCEAN ST REVISIONS INCLUDING FIREPUCE, 7^ SW GlSSUED •cv Approyed^^^ ^ ^ Date By BUILDING aj/y^^*\i^*^^^ S 1/^1/3 1 PLANNING ' 3/ 1^/ ENGINEERING FIRE Expedite? Y N AFS Checked by HazMat APCD Healtti Forms/Fees Sent Reed Due? By Enema Y N Fire V N HazHealthAPCD Y N PE&M Y N School Y N Sewer Y N Stormwater Y N Special Inspection Y N CFD Y N LandUse Density ImpArea FY Annex Factor PFF Y N Comments Date Date Date Date Building Planning Engineenng Fire Need? • Done • Done • Done • Done • Done • Done