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HomeMy WebLinkAbout2039 CORDOBA PL; ; CB041637; Permit06-24-2004 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 CB041637 Building Inspection Request Line (760) 602-2725 2039 CORDOBA PL CBAD RESDNTL Sub Type 2072403600 Lot # $5119100 Construction Type Reference # 0 Structure Type 0 Bathrooms WALKER RES-ADD 497 SF OVER GAR RAD 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check* ISSUED 05/12/2004 RMA 06/24/2004 06/24/2004 Applicant WALKER KARL L&LISA M 2039 CORDOBA PL CARLSBAD CA 92008 Owner WALKER KARL L&LISA I 2039 CORDOBA PL CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add I Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add I Pot Water Con Fee Reel Water Con Fee $361 76 Meter Size $0 00 Add I Reel Water Con Fee $23514 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $512 PFF $0 00 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL SO 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee Housing Credit Fee $0 00 Master Drainage Fee $0 00 Sewer Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $6300 $2000 $3050 $000 $000 $000 $000 $000 $000 $71552 Total Fees $715 52 Total Payments To ate $235 14 DING PLAN. Balance Due $480 38 IN STORAGE ATTACHED 5103 06/24/04 0002 01 02 CGP 480-38 Inspector Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been qiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMI CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO L$ O ^ 'I b,J '7 ESTVAL /T//#/EST VAL Plan Ck Deposit Validated By Date mi Address (include Bldg/Suite #)Business Name (at this address) ooor gal Decritio Lot No Name/N Unit No Phase No" ~" Total if of units-'•it, Assessor s Parcel Existing Use Proposed Use Description of Work 2 f CONTACT PERSON (if di; SO. FT applicant) **>**4T/ #of Stories # of Bedrooms # of Bathrooms Name Address 3 ^APPLICANT D ContractbriN Q Agent for Contractor fjj Owner Name 4 :;%PROPERTY OWNER! City Agent :f or Owner State/Zip Telephone # Fax tt Address City ' State/Zip Telephone Address , StatefZiZip Telephone # 5 CONTRACTOR COMPANY NAME I ™ t , .......... : " :ati, ' ":%i ^ ":-Sr :i:; (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires 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 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name State License # Address License Class City State/Zip City Business License tt Telephone ft Designer Name State License tt ,6 WORKERS COMPENSATION Address City State/Zip Telephone •• Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~1 I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company _ Policy No _ Expiration Date _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE _ DATE _ 7 OWNER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor s License Law for the following reason L~D I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) ^j>£ I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) [~1 I am exempt under Section _ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES 2 (i (have^&have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license numberl 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) _ ___ 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE COMPLETE THIS SECTION-FOR/VO/VSESaJ£W7MrBUILDING PERMITS ONLY: , ^Jf h !.|N Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? l~l YES l~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' Q YES CD NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? CD YES CD N0 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 8Jy:; CONSTRUCTION LENDING AGENCY AJh..: : '" ,,;. _ !*p*' :. . .. .... I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME LENDER S ADDRESS :9 APPLiCANT CERTIFICATION ~f „ ii& s » „ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV 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 ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required fortexcavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued wVne building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not corr/ienced Wthm 1 aft/days from 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 comroancecjjor/i penoqM 180 days (Section 106 4 4 Uniform Building Code)/ / /) A -4* APPLICANT S SIGNATURE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 08/10/2005 Permit* CB041637 Title WALKER RES-ADD 497 SF OVER GAR Description Inspector Assignment PY 2039 CORDOBA PL Lot 0 Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT WALKER KARL L&LISA M Owner WALKER KARL L&LISA M Remarks Phone 7604344792 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs Requested By LISA Entered By JANEAN Act Comment ^-^e Date 06/28/2005 11/10/2004 11/04/2004 11/03/2004 11/02/2004 11/01/2004 10/27/2004 09/28/2004 09/28/2004 09/27/2004 09/24/2004 09/23/2004 08/24/2004 08/03/2004 07/30/2004 Inspection History Description 89 17 16 84 14 14 84 13 14 14 14 14 15 11 11 Final Combo Interior Lath/Drywall Insulation Rough Combo Frame/Steel/Boltmg/Welding Frame/Steel/Bolting/Welding Rough Combo Shear Panels/HDs Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Act CO AP AP AP CO CA NR AP we CA CA CA AP AP PA Insp PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY Comments SEE NOTICE ATTACHED strap rafters @ ridge FOOT AT FRONT OF GARAGE & PARTIAL SIDE City of Carlsbad Bldg Inspection Request For 06/28/2005 Permit* CB041637 Title WALKER RES-ADD 497 SF OVER GAR Description Inspector Assignment PY 2039 CORDOBA PL Lot 0 Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT WALKER KARL L&LISA M Owner WALKER KARL L&LISA M Remarks Total Time Phone 7604344792 Inspector Requested By LISA WALKER Entered By CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comment Associated PCRs/CVs Inspection History Date -* 11/1 0/2004 11/04/2004 11/03/2004 11/02/2004 11/01/2004 10/27/2004 09/28/2004 09/28/2004 09/27/2004 09/24/2004 09/23/2004 08/24/2004 08/03/2004 07/30/2004 Description 17 16 84 14 14 84 13 14 14 14 14 15 11 11 Interior Lath/Drywall Insulation Rough Combo Frame/Steel/Bolting/Weldmg Frame/Steel/Bolting/Weldmg Rough Combo Shear Panels/HDs Frame/Steel/Bolting/Weldmg Frame/Steel/Bolting/Weldmg Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Weldmg Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Act AP AP AP CO CA NR AP we CA CA CA AP AP PA Insp PY PY PY PY PY PY PY PY PY PY PY PY PY PY Comments SEE NOTICE ATTACHED strap rafters @ ridge FOOT AT FRONT OF GARAGE & PARTIAL SIDE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION. PERMIT NO / ,a (760) 602-2700 1635 FARADAY AVENUE TIME an \ Q FOR INSPECTION CALL (760) 602-2725 RE INSPECTION FEE DUE1? L YES FOR FURTHER INFORMATION CONTACT -SURTHEF M "PHONE BUILDlHfe INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 11/02/2004 Permit* CB041637 Title WALKER RES-ADD 497 SF OVER GAR Description Inspector Assignment PY Sub Type RAD 2039 CORDOBA PL Lot 0 Type RESDNTL Job Address Suite Location APPLICANT WALKER KARL L&LI3A M Owner WALKER KARL L&LISA M Remarks Phone 7604814450 Inspector Total Time Requested By NA Entered By CHRISTINE CD Description Act Comment 14 Frame/Steel/Boltmg/Welding Associated PCRs/CVs Inspection History Date Description Act Insp Comments 10/27/2004 84 Rough Combo NR PY 09/28/2004 13 Shear Panels/HDs AP PY 09/28/2004 14 Frame/Steel/Bolting/Welding WC PY 09/27/2004 14 Frame/Steel/Bolting/Welding CA PY 09/24/2004 14 Frame/Steel/Bolting/Welding CA PY 09/23/2004 14 Frame/Steel/Bolting/Welding CA PY 08/24/2004 15 Roof/Reroof ; AP PY 08/03/2004 11 Ftg/Foundation/Piers AP PY 07/30/2004 11 Ftg/Foundation/Piers PA PY strap rafters @ ndge FOOT AT FRONT OF GARAGE & PAR HAL SIDE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE TIME LOCATION PERMIT NO 0 LAI FOR INSPECTION CALL (760) 602 2725 RE INSPECTION FEE DUE? FOR FURTHER INFORMATION CONTACT _ YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ® City of Carlsbad Bldg Inspection Request For 09/28/2004 Permit* CB041637 Title WALKER RES-ADD 497 SF OVER GAR Description Inspector Assignment PY Sub Type RAD 2039 CORDOBA PL Lot 0 Type RESDNTL Job Address Suite Location APPLICANT WALKER KARL L&LISA M Owner WALKER KARL L&LISA M Remarks AM PLEASE Phone 7604814450 Inspector Total Time CD Description Act Comment 14 Frame/Steel/Boltmg/Weldmg Associated PCRs/CVs Requested By TODD Entered By CHRISTINE Date 09/24/2004 09/23/2004 08/24/2004 08/03/2004 07/30/2004 Inspection History Description Act Insp Comments 14 Frame/Steel/Bolting/Weldmg 14 Frame/Steel/Bolting/Welding 15 Roof/Reroof 11 Ftg/Foundation/Piers 11 Ftg/Foundation/Piers CA PY CA PY AP PY strap rafters @ ridge AP PY PA PY FOOT AT FRONT OF GARAGE & PARTIAL SIDE (SEE REVERSE SIDE FOR INSTRUCTIONS) BUILDING INSPECTION DEPARTMENT CITY OF SAN DIEGO FIELD INSPECTION SERVICES OFFICE 4995 MURPHY CANYON RD #200 A SAN DIEGO, CALIFORNIA 92123 .TELEPHONE (619) 492 5070 1 - CONS CERTIFIED INSPECTOR'S WEEKLY REPORT REP° 1 AM AUTHORIZED BY THE CITY OF fj REINFORCED CONCRETE [ SAN DIEGO TO PERFORM SPECIAL p, STRESSED CONCRETE [ INSPECTION IN THE CATEGORY CHECKED bd PHt b ' HtbbtlJ "W'Ht 1 b L U REINFORCED MASONRY L JOB ADDRESS (J OWNER OR PROJECT NAME ~ g CONSTR MATL (TYPE GRADE ETC) /O\ DESIGN /7\ SOURCE OF MFGR (7 (£J STRENGTH W *i DESCRIBE MAT L (MIX DESIGN RE BAR GRADE & MFGR WELD ROD ETC ) Q INSPEC (Tf)TION V-/DATE 1 ~'rL~0 t ./ ,f 7 ARRIVAL ffoTIME ^ DEPARTURE TIME '. \ ^B FOUR COPIES MINIMUM REQUIRED DISTRIBUTION fl^ ORIGINAL TO BUILDING INSPECTION DEPARTMENT ^^ COPIES TO ARCHITECT/ENGINEER JOB SITE & FILE ECUTIVE . /C\ FOR WEEK / / f^\ 1TNO j W ENDING Q ^ ^/^ ^ H STRUCT STEEL ASSEMBLY O SPRAY-APPLIED FIREPROOFING © I] REINFORCED GYPSUM QoTHER £^DT5X V /^O//~" H DEEP FOUNDATION r ' / / \ BUILDING PERMIT NUMBER (£\ PLAN FILE NUMBER ^ | ARCHITECT, £JJv \ ENGINEER / ^Jv \ GENERAL CONTRACTOR ^v CONTR DOING REPORTED WORK Oj LAB RECEIVING & TESTING CONSTR MATL SAMPLES (j> DETAILED rto)REPORT OF LOCATION OF WORK INSPECTED TEST SAMPLES TAKEN WORK REJECTED JOB PROBLEMS PROGRESS REMARKS ETC ^9 INSPECTED CONNECTIONS (WELDS MADE HT BOLTS TOROUED) CHECKED ETC OfiS£r£fj£/} 7//^~ /Q>x*v i/»*>7/iss-rt77^si' ^/~(l} %' TAPsx/i/y? tfnr? HDJA A/I)/) l^ffltt.'' Hn *TA V 77>7^py f ,r\# ^/-; HOSTS-) ^T /n>/u }ftjT<3 _ ^ . <c f^/yf? /} j i^iQ lA/vS) zTtfC-*/ i^j/^^L- ri /^ i-r £\ it? s<9 ft-f^ X5 < jjDXTyp l*~) j^ / A I / <: A j^JnJ^C n/\i /~/y^O^: ^ ^ (r\ ~ftf PiOPfinnrA P//)»i^/ y ' " — £//--&*»/ l /7.-^SS f*@lf)j£ lo / 4f/e nt#M£*Tjpje , nsvr/J r A^^-vv (j'c-zr/r') .^>)/w &*:osiJ J^/dr/ /7^~/< (frv>// r.f <.+?/;£'/> /<" //?; /?crro/e^^>;>r/r~ /x^/r/y /L^jsv^/ii ~ ' - ' / /x ~ / -- / / — " '- 1 HEREBY CERTIFY THAT! HAVE INSPECTED THE WORK LISTED ABOVE AND INSPECTOR.iPRlStoRTYPE) D/»////% /T//5 /*? O /) /I 5 ro 6oi THAT IT COMPLIESA/VITH THE SOIL INVESTIGATION RECOMMENDATIONS SIGNAllhkL y J,*.s~Jr ' .M^ ^ ^^— THE APPROVED PLANS SPECIFICATIONS AND APPLICABLE SECTIONS OF DATE SldH^^? /O 1 /I ts CERTIFICATE NO SO -"?f^ <£ 1Mb CIIY BUILDING CODb UNLESS OIHbHWISb NOIbD NOTE ALL iNSPt^J^poRTS MUST BE RECEIVED BY FRIDAY OF THE WEEK FOLLOWING THE NSPECTON DATES IN 106(9/91) EsGii Corporation In (PartnersHip with government for (Bwhfing Safety DATE MAY 26, 2O04 Q APPLICANT JURIS, JURISDICTION Carlsbad 3~PtAN REVIEWER Q FILE PLAN CHECK NO 04-1637 SET I PROJECT ADDRESS 2039 Cordoba Place PROJECT NAME SFD Addition for Walker The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes 2S| 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 [X] 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 1) Please have the engineer/architect sign each sheet of the plans 2) Please have the architect show tempered glass for the shower's door and window By Bert Domingo Enclosures Esgil Corporation D GA D MB D EJ D PC 5/13/04 trnsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858)560-1468 * Fax (858) 560-1576 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO O4-1637 PREPARED BY Bert Domingo DATE MAY 26, 2004 BUILDING ADDRESS 2039 Cordoba Place BUILDING OCCUPANCY TYPE OF CONSTRUCTION BUILDING PORTION Addition Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 497 cb Valuation Multiplier 9800 By Ordinance Reg Mod VALUE ($) 48,706 48,706 Bldg Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review Repetitive Fee^j Repeats Complete Review D Other r-. Hourly Q Structural Only Hour* Esgil Plan Review Fee $348 631 $226 61 $19523 Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB CWr DATE ADDRESS RESIDENTIAL ADDITION MINOR (< $10,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE s/Misforms/Planning Engineering Approvals DATE Plan Check No Planner Chris Sexton PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address Qjo rd o ha P I Phone (760) 602-4624 APN 3/3-7-J Type of Project & Use Zoning Crl'^^Peral Plan CFD (in/out) #_Date of participation . Net Project Density 3 DU/AC Facilities Management Zone / Remaining net dev acres Circle One (For non-residential development Type of land used created by this permit . ) Legend £3 Item Complete Environmental Review Required DATE OF COMPLETION Item Incomplete - Needs your action YES _ NO ^ TYPE _ Compliance with conditions of approval9 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval CD L~H D Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority? YES NO NO If California Coastal Commission Authority Contact them at - 7575 Metropolitan Dnve, Suite 103, San Diego CA 92108-4402, (619) 767-2370 Determine status (Coastal Permit Required or Exempt) Coastal Permit Determination Form already completed7 YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # H'D Follow-Up Actions 1) Stamp Building Plans as "Exempf or "Coastal Permit Required" (at minimum Floor Plans) 2) Complete Coastal Permit Determination Log as needed Inclusionary Housing Fee required YES NO (Effective date of Inclusionary Housing Ordinance - May 21,1993) NO.Data Entry Completed7 YES _ (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 D D D 1 Provide a fully dimensional site plan drawn to scale Show North arrow, .property lines easements, existing and proposed structures, streets, existing street improvements nght-of-v\av width, dimensional setbacks and existing topographical lines (including all side and rear vara slopes) CD D D 2 Provide legal description of property and assessor's parcel number Policy 44 - Neighborhood Architectural Design Guidelines BT] D 1 Applicability YES NO_ D D D 2 Project complies YES. NO_ Zoning. 1 Setbacks Front Intenor Side Street Side Rear Top of slope 2 Accessory structure setbacks Front Interior Side Street Side Rear Structure separation 3 Lot Coverage Required O'H ' Required 1 ' Required Required / ^ ' Required :ks Required Required Required ^ Required ^^ Required./"/ Required 1 U I® Shown 2O ' Shown 1 ' Shown Shown W Shown Shown ^/ Shown / Shown ^/ Shown ^ Shownx^ ^ Shown "^ rO '~° 4 Height Required \OO Spaces Required. Shown Shown ,3-5 Parking (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown d L~H D Additional Comments, OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER , H \AOMIN\COUNTER\BldgPlnchkRevChklst Rev 8/01 HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street VanNuys.CA 91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786 0218 (760) 431-8251 Fax (760) 431 8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition Contents Item Page LOADS 1 ROOF FRAMING 2-4 FLOOR FRAMING 5-13 COLUMNS & FOOTINGS 1 4 LATERAL LOADS 15-18 SHEAR WALLS 19-20 SHEAR WALLNOTES 21 JOB NUMBER 02-228 September 21, 2002 HERMAN GOODMAN \ ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys, CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431 8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition JOB NUMBER 02-228 09/21/02 Sheet 1 2-STORY= LOADS ^^H ROOF Roofing Sheathing Rafters lnsul& Drywall Beam CEILING JOIST 2ND FLOOR Finish Floor Subfloor Joist Ceiling PARTITION LOADS (PSF) 50 1 5 25 J6_Q 20 25 25 50 ^40 140 DEAD LOAD LIVE LOAD TOTAL LOAD 150 200 350 170 200 370 60 100 160 140 400 540 SOIL 1000 psf @ 12" into Natural Ground WIND 1 13x1 3x126x1 =185psf SEISMIC Seismic Source B Zone 4 Code UBC 1997 HERMAN GOODMANASSOCIATES; INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys, CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition >» Rafter-joist ROOF JOIST Length = 12 00' JOB NUMBER 02-228 09/21/02 Sheet 2 LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD 35 0 Ib/ft 20 0 Ib/ft T 150 Ib/ft 16" Joist Spacing maxR, = [(1200x 200)]- maxR2={[600x(1200x Mmax=( 280x599)- D F - Larch #1 _L 240 1 / TL c DL - ITLc DL- lTLc DL = {[ 6 00x(12 OOX 46 7)]} / 12 00= 280 Ib 46 7)]}/12 00= 280 Ib 46 67x( 5 99- 0 00)2/2= 840 Ib -ft ( 5 99' from R1) 15x( 251 80)/(95x1 25)= 3 18 in2 ( 839 99x12)/(1000x1 25x1 15x1 20)= 5 84 in 3 12599 9 x 144 x (240/12 00) 1700000 240 I/DLCTL- D F - Larch #2 " / TL c DL = 5400.0 X 144 x (240/ 12 00) 1700000 = 21 35 in 4 (Max A at 6 00') = 9 15 in4 (Max A at 600') J_ 240 J_ 240 ' / TL c DL - ' i TL c DL ~ 1 / DL c TL — 15x( 251 80)/( 95x1 25)= 3 18 in2 ( 839 99x12)/( 875x1 25x1 15x1 20)= 6 68 in: 12599 9 x 144 X (24Q/ 12 001 1600000 5400 0 X 144 X (240/12 00) 1600000 22 68 in 4 (Max A at 6 00') 9 72 in 4 (Max A at 6 00') HERMAN GOODMAN ASSOCIATES, JNC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys, CA 91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition »> Rafter-joist ROOF JOIST Length = 12 00' JOB NUMBER 02-228 09/21/02 Sheet 3 *** 16" Joist Spacing *** Mm 2"x 6" D F - Larch #1 - or- Mm 2"x 8" D F - Larch #2 HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys.CA 91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition >» Ridge Beam TL=37x24/2=444 plf LL=20x12=240 plf ROOF BEAM Length = 20 00' JOB NUMBER 02-228 09/21/02 Sheet 4 LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD 444 0 Ib/ft 240 0 Ib/ft 204 0 Ib/ft maxR, =[(20 OOX 204 0)] - {[10 00x(20 OOx 444 0)]} / 20 00= 4440 Ib max R2 = {[10 00x(20 OOx 444 0)]} / 20 00= 4440 Ib Mmax =( 4440X 9 99) - 444 00x( 9 99- 0 00)2/2= 22200 Ib -ft ( 9 99' from R, D F - Larch #1 */TLCOL= 15x( 3949 75) / (85 x 1 25) = 5576m2 S,TLCDL= ( 22200 00x12)/(1350x1 25x099)= 15995m3 240 _L 240 D F - Larch S S / TLcDL - 925000 0 X 144 x (24Q/ 20 00) 1600000 / OL c TL. — 425000 0 X 144 X (240/ 20 00) 1600000 = 999 00 in 4 (Max A at 10 00') = 432 00 in4 (Max A at 10 00') = 15x( 3949 75) / ( 85 x 1 25) = 5576m2 8/72.001.= ( 22200 00x12)/(1600x1 25x099)= 13495m3 _L 240 _L 240 / TL c OL ~ 925QOO 0 x 144 x (240/ 20 1600000 1 / DL c TL. — 425000.0 x 144 x (240/ 20 1600000 = 999 00 in 4 (Max A at 10 00') = 386 53m4 (Max A at 10 00') Mm 6"x 14" DF- Larch #1 - or - Mm 6"x 14" DF- Larch SS HERMAN GOODMAN ASSOCIATES, »NC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys,CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition »> FJ Line 1-3 Pt TL=35x8+14x8=392# PtLL=160# FLOOR JOIST Length = 24 00'(Interior Span = 22 00' Exterior Span = 200') JOB NUMBER 02-228 09/21/02 Sheet 5 LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD Uniform Concentrated 2400' 54 0 Ib/ft 392 0 Ib/ft 40 0 Ib/ft 1600 Ib/ft 140 Ib/ft 232 0 Ib/ft 12" Joist Spacing maxR1 =[(22 OOx 54 0)+( 2 OOx 14 0)] + 232 0 - {[11 00x(22 OOx 54 0)+23 00x( 2 OOx 140)] + [2400x 232 O]}/22 00= 572 Ib maxR2 ={ [11 00x(22 OOx 54 0)+23 00x( 2 OOx 54 0)] + [ 24 OOx 392 0]} / 22 00= 1135 Ib Mmax=( 572x1058)- 54 00x(10 58-0 00)2/2= 3026 Ib-ft ( 10 58'from R-,) D F - Larch #1 L= 15x( 58392)/(95)= 922m2 SITLCDL= ( 3025 63x12)/(1000 x 1 15 X 1 00) = 3157m3 _L 240 _L 240 IfTQ 240 _L 360 CAN"L 360 D F.- Larch #2 I,TL c DL ~ / DL CTL — ITLcTL = > I'LL CO = iOcLL = 149861 0 X 144 x (240/22 00) 1700000 16505 1 x 144 X (240/ 22 00) 1700000 137840 0 x 144 x (24Q/ 22.00) 1700000 122009 0 x 144 x (360/ 22 00) 1700000 6373 4x144xF360/(2 x( 24 00- 22 00)] 1700000 = 138 48 in 4 (Max A at 10 83') = 15 25 in4 (Max A at 894') = 127 37 in4 (Max A at 10 66') = 169 12 in4 (Max A at 11 00') = 48 59 in 4 (Max A at 24 00') .= 15x( 57492)/(95)= 9 08 in2 S,T-LCD<.= ( 3025 63x12)/( 875 X 1 15 xO 90) = 4009m3 _L 240 _[_ 240 'TLcDL = 11 DLcTL — 149861 0 x 144 x (240/22 i 1600000 165051 x144x(240/22( 1600000 = 147 14 in4 (Max A at 10 83') = 16 20 in4 (Max A at 894') HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys,CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 JOB NUMBER 02-228 09/21/02 Sheet 6 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition >» FJ Line 1-3 Pt TL=35x8+14x8=392# PtLL=160# FLOOR JOIST Length = 24 00' (Interior Span = 22 00' Exterior Span = 2 00') = 135 33 in4 (Max A at 10 66') = 179 69 in4 (Max A at 11 00') = 51 62 in 4 (Max A at 24 00') KIL) 240 _!_ 360 / LL c O = CANT 360 137840 0 x 144 x (240122 001 1600000 122009 0 x 144 x (360/ 22 001 1600000 6373.4x144x[360/(2 x( 24 00- 22 001] 1600000 *** -1O1112" Joist Spacing *** Mm 2"x 12" DF- Larch #1 - or - Mm 2"x 14" DF- Larch #2 HERMAN GOQDMAN , ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys, CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition >» Deck FJ LL=60psf Rail 40 # FLOOR JOIST Length = 12 00' (Interior Span = 8 00' Exterior Span = 4 00') JOB NUMBER 02-228 09/21/02 Sheet 7 LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD Uniform Uniform Concentrated 0 00'- 8 00' 8 00'- 12 00' 1200' 54 0 Ib/ft 74 0 Ib/ft 40 0 Ib/ft 40 0 Ib/ft 60 0 Ib/ft 0 0 Ib/ft 140 Ib/ft 140 Ib/ft 40 0 Ib/ft 16" Joist Sacing , =[( 8 OOx 18 7)] + [( 4 OOx 18 7)] + 53 3 - { [ 4 00x( 8 OOx 72 0)] + [10 00x( 4 OOx 18 7)] + [ 12 OOx 53 3] } / 8 00= 243 Ib maxR2 ={ [ 4 00x( 8 OOx 72 0)] + [10 00x( 4 OOx 98 7)] + [ 12 OOx 53 3] } / 8 00= 861 Ib =( -51 x 8 00) - 18 67x( 8 00- 0 00)2/2= 1003 Ib -ft ( 8 00' from Rn ) D F - Larch #1 L= 15x( 38839)/(95)= 613m2 S,DLCTL= ( 1002 67x12)/(1000x1 15x1 20)= 8 72 in3 240 _!_ 240 KIU 240 _L 360 CANT 360 PP.- Larch #2 ' ; TL c DL — ' i DLcTL = I ITLcTL = 24076x144x(24Q/ 8001 1700000 = 6 12 in4 (Max A at 369') 13397 3x144xf240/(2 xf 12 00- 8 0011 A . , 1700000 = 34 04 in4 (Max A at 12 00') 8846 2x144x[240/(2 x( 12.00- 8 001] 1700000 I LLcO = 28444x144x(360/ 8001 1700000 = 22 48 in4 (Max A at 12 00') = 10 84 in4 (Max A at 400') iOcLL ~ 9386 6x144xf36Q/f2 xf 12 00- 8 00)] n „ 4 .„ 1700000 = 35 78 in4 (Max A at 12 00') L= 15X( 38839)/(95)= 613in2 S/oi.cr/.= ( 1002 67x12)/( 875x1 15x1 20)= 9 96 in 3 240 _L 240 / TL. c DL. - 24076x144x(240/ 8001 1 600000 13397 3x144xf240/(2 x( 12 00- 8 00)] 1600000 = 6 50 in 4 (Max A at 3 69') = 36 17 in4 (Max A at 12 00') HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys, CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition >» Deck FJ LL=60psf Rail 40 # FLOOR JOIST Length = 12 00'(Interior Span = 800' Exterior Span = 400') JOB NUMBER 02-228 09/21/02 Sheet 8 mu 240 _L 360 CANT. 360 iTLcTL ~ ' i LLcO 'lOcLL ~ 8846 2x144xF240/f2 x( 12 00- 8 00)]1600000 = 23 88 in4 (Max A at 12 00') 28444x144x(360/ 8001 1600000 9386.6x144xf360/(2xM 2 00- 800)] 1600000 = 11 52 in 4 (Max A at 4 00') = 38 02 in 4 (Max * 16" Joist Spacing *** Mm 2"x 12" DP- Larch #2 OK to notch 25" @ deck - or - Mm 2"x 8" OF- Larch #2 HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys.CA 91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition »> FJ line 1-25 Pt TL=392# Pt LL=160# FLOOR JOIST Length = 7 00' (Interior Span = 4 50' Exterior Span = 2 50') JOB NUMBER 02-228 09/21/02 Sheet 9 LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD [Uniform Concentrated 450' 54 0 Ib/ft 392 0 Ib/ft 40 0 Ib/ft 1600 Ib/ft 140 Ib/ft 232 0 Ib/ft 16" Joist Spacing AnaxRn =[( 4 50x 72 0)+( 2 50x 18 7)] + 5227-{[2 25x( 4 50x 72 0)+ 5 75x( 2 50x 18 7)] + [ 450X 5227]}/ 450= 149 Ib maxR2 ={ [ 2 25x( 4 50x 72 0)+ 5 75x( 2 50x 72 0)] + [ 4 50x 522 7]} / 4 50= 915 Ib Mmax = ( 112x 4 50) - 72 00x( 4 50- 0 00)2/2= 225 Ib -ft ( 4 50' from R.,) D.F- Larch #1 A/7-i.coL= 15x( 14196)/(95)= 224m2 S,T7.crz.= ( 225 00x12)/(1000x1 15x1 30)= 1 81 in 3 240 J_ 240 KID 240 J_ 360 CANT. 360 D F - Larch #2 ' TL c DL — ' I OLcTT- - I,TLcTL < iLLcO ~ lOcLL 311 Ox144x(240/ 450) 1700000 1851 x144x(24Q/ 450) 1700000 111.2x144x(24Q/ 4 50) 1700000 2848x144x(360/ 4501 1700000 8854x144x[360/(2x( 700- 450)] 1700000 = 1 40 in4 (Max A at 218') = 0 84 in 4 (Max A at 2 25') = 0 50 in 4 (Max A at 1 69') = 1 93 in 4 (Max A at 2 25') = 5 40 in 4 (Max A at 7 00') .= 15x( 141 96) /( 95)= 224in2 S, 71.071- = ( 225 00x12) /( 875x1 15x1 30)= 2 06 in 3 240 _L 240 I/TLcDL - 1 / DL. c TL 311 Ox144x(240/ 450) 1600000 1851x144x(24Q/ 450) 1600000 = 149 in4 (Max A at 218') = 0 89 in 4 (Max A at 2 25') HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys,CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition >» FJ line 1-25 Pt TL=392# Pt LL=160# FLOOR JOIST Length = 7 00' (Interior Span = 4 50' Exterior Span = 2 50') JOB NUMBER 02-228 09/21/02 Sheet 10 I(TL) 240 _L 360 CANT 360 111 2x144x(240/ 450) ', TL c TL - 1600000 2848x144x(360/ 450) t-L0o- 1600000 885.4x144x[36Q/f2xf 7 QQ- 450)] I/OCLL- 1600000 • / = 0 53 in 4 (Max A at 1 69') = 2 05 in 4 (Max A at 2 25') = 5 74 in 4 (Max A at 7 00') *** 16" Joist Spacing "* Mm 2"x 6" D F - Larch #2 -or- 2"x 12" D F - Larch #2 OK HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys, CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition JOB NUMBER 02-228 09/21/02 Sheet 11 >» FJ (bm@ AS Pt TL1=112x4=448# Pt LL1=448x40/54=333# TL2=243/1 33=183 plf LL2=183x40/54=136plf Pt TL3=54x3 5x4=756# Pt LL3=40x3 5x4=560# FLOOR BEAM Length = 22 00' LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD Uniform Uniform Uniform Concentrated Concentrated 0 00'- 4 50' 450'-1550' 1550'-2200' 450' 15 50' 72 0 Ib/ft 1830lb/ft 72 0 Ib/ft 448 0 Ib 756 0 Ib 53 0 Ib/ft 1360 Ib/ft 53 0 Ib/ft 333 0 Ib 560 0 Ib 190 Ib/ft 47 0 Ib/ft 190 Ib/ft 1150lb 196 Olb =[( 4 50x 190)] + [(11 OOx 47 0)] + [( 6 50x 190)]+ 448 0 + 756 0 - {[ 2 25x( 4 50x 72 0)] + [10 00x(11 OOx 183 0)] + [18 75x( 6 50x 72 0)] + [ 4 50x 448 0] + [ 15 50x 756 0]} / 22 00= 2038 Ib maxR2 ={ [ 2 25x( 4 50x 72 0)] + [10 00x(11 OOx 183 0)] + [18 75x( 6 50x 72 0)] + [450x 4480] + [1550x 756 O]}/22 00= 1971 Ib Mmax=( 2038x11 41)- 7200x(11 41-000)2/2- 72 Ox(11 41-4 50)2/2 - 183 00x(11 41-4 50)2/2-( 691x 4480)= 12818 Ib-ft (11 41'from R,) D.F- Larch #1 A,T-LCD<_= 15x( 1970 23) / ( 85) = 3477m2 .^ ( 12818 00x12)/(1350 X 1 00) = 11394m3 J_ 240 J_ 240 J_ 360 D F - Larch S S 11 TLcDL — 11 DLcTL - 647263 0 X 144 x (240/ 22 00) 1600000 167006 0 X 144 x (24Q/ 22 00) 1600000 ILLcO ~ 480257 0 X 144 x (36Q/ 22 00) 1600000 = 635 49 in 4 (Max A at 11 00') = 154 32 in4 (Max A at 11 00') = 707 29 in4 (Max A at 11 00') = 15x( 197023)/(85)= 3477m2 $>TLCDL= ( 12818 00x12)/(1600x1 00)= 9613m3 J_ 240 1 I TL. c DL. ~ 647263 0 X 144 x (2407 22 00) 1600000 = 635 49 in 4 (Max A at 11 00') HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys,CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition JOB NUMBER 02-228 09/21/02 Sheet 12 >» FJ (bm@ AS Pt TL1=112x4=448# Pt LL1 =448x40/54=333* TL2=243/1 33=183 plf LL2=183x40/54=136plf Pt TL3=54x3 5x4=756# Pt LL3=40x3 5x4=560# FLOOR BEAM Length = 22 00' _L 240 _L 360 '/DLcTi. - •iLLcO ~ 167006 0 x 144 x (240/ 22 00) 1600000 480257 0 X 144 X (360/ 22 00) 1600000 = 138 08 in4 (Max A at 11 00') = 707 29 in4 (Max A at 11 00') Mm 6"x 12" DF- Larch #1 - or Mm 6"x 12" DF- Larch SS HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street Van Nuys, CA91401 La Costa, CA 92009 (818) 786-3387 Fax (818) 786-0218 (760) 431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition »> Garage header Line A Pt TL=4440# Pt LL=4440x20/37=2400# TL =861/1 33+14x8=759 plf LL=(861/1 33)x50/64=506 plf FLOOR BEAM Length = 16 00' JOB NUMBER 02-228 09/21/02 Sheet 13 LOAD TYPE LOCATION TOTAL LOAD LIVE LOAD DEAD LOAD Uniform Concentrated 800' 759 0 Ib/ft 4440 0 Ib 506 0 Ib/ft 2400 0 Ib 253 0 Ib/ft 2040 0 Ib max R1 = [(16 OOx 253 0)] + 4440 0 - {[ 8 00x(16 OOx 759 0)] + [ 8 OOx 4440 0]} /16 00= 8292 Ib maxR2 ={ [ 8 00x(16 OOx 759 0)] + [ 8 OOx 4440 0]} /16 00= 8292 Ib Mmax =( 8292x 8 00) - 759 00x( 8 00- 0 00)2/2= 42048 Ib -ft ( 8 00' from R,) Parallam-PSL L= 15x( 7280 00) / (290) = 3766m2 S/TLCDL= ( 42048 00x12)/( 2900x1 00)= 17399m3 J_ 240 J_ 240 J_ 360 ' / LL+DL/2 c DL ~ > l DL. c LL+DLVS = 831568 0 X 144 x (2407 16 001 2000000 389973 0 x 144 x (240/16 00^ 2000000 636584 0 x 144 x (3607 16 00) 2000000 = 898 09 in 4 (Max A at 8 00') = 421 17 in4 (Max A at 800') = 1031 27 in 4 (Max A at 8 00') Mm 525"x 16000" Parallam-PSL HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street VanNuys, CA 91401 La Costa, CA 92009 (818) 786-3387 (760) 431-8251 Fax (818) 786-0218 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition JOB NUMBER 02-228 Sheet 14 September 21, 2002 Ridge Bm post & pad Ht=12' Load =4440# 4'x6" post DF-Larch #1 l/d=12x12/3 5=41 Area=1925 Asllowable Id=266x19 25=5120# >4440 OK Pad area=4440/1000=45 sq ft Ridge Bm post 4'x6" DF-Larch #1 & widen footing Line B to 2'6"sq #4@6"oc ew 3" from earth Garage header post & pad Ht=7' Load =8292# 4'x6" post DF-Larch #1 l/d=7x12/3 5=24 Area=1925 Asllowable Id=625x19 25=12031# >8292 OK Pad area=8292/1000=83 <sq ft Garage header post 4'x6" DF-Larch #1 & widen footing Line B to 3'0"sq #4@6"oc ew 3" from earth Garage footing 15" wide x18" deep 2-#5 T&B Bearing wall Footing line 2 Load=1135+14x8+150=1397 plf Width=1397/1000=1 4' Underpin existing one story footing with 18"wide ftg under existing footing Use A-B system 6' increments Bearing wall Footing ImeS Load=35x8+572+14x16+150=1226 plf Underpin existing one story footing with 18"wide ftg under existing footing Use A-B system 6' increments Footing line B Load=35x11+14x20+150=815 plf Existing one story footing mm 12" wide 12" into 1000 psf soil OK Footing line A Load=14x8+150=272 plf Replace Existing one story footing with 15" wide 18"deep ftg 2-#5 T&B drill & epoxy #5 dowels into ftg line 2 & 3 HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street VanNuys, CA 91401 La Costa, CA 92009 (818) 786-3387 (760) 431-8251 Fax (818) 786 0218 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition JOB NUMBER 02-228 Sheet 15 September 21, 2002 Lateral Loads Seismic Simplified Static Soil Profile SD Seismic Souice B Na=1 3 Ca=0 44Na=0 572 V=(3 0 Ca /R)W R=55 V/W=3x0572/55x0312 Service Level Fx=0312/1 4) w, = 0223 W Upper Floor Guest Rm 12' of wall Line 1 Wmd = 18 5x7x24/2=1554#«« Seismic=(15x20 5x24/2 + 2x1 4x4x24/2+)xO 223 = 1123# Shear/ft=1554/12=130 plf Nail spacing 16 com allowable=0 77x141=109x1 33x12/(200)=8 7"oc Gross OTM=1554x8= 12432'# Allow RTM = (15x12+14x8)x12x(12/2)xO 67= -14086 No Net OTM Guest Rm Line 1 12' of SW-1 Guest Rm piers 4'+10'=14 of wall Line 3 Wmd = 18 5x7x24/2=1554#«< « Seismic=(15x20 5x24/2 + 2x1 4x4x24/2 + )xO 223=1123# Shear/ft=1554/14=111 plf Nail spacing 16 com allowable=0 77x141=109x1 33x12/(200)=8 7"oc Gross OTM 4' pier=111 x4x8= 3552'# Allow RTM=(15x12+14x8)x4x(4/2)xO 67= -1565 NetOTM=1987'# C=T=1987/4=496# Allow Ld Simpson MSTI 26=920# Gross OTM 10' pier=111 x10x8= 8880'# Allow RTM = (15x12 + 14x8)x10(10/2)xO 67= -9781 No Net OTM Guest Rm Line 3 10' of SW-1 & 4' of SW-2 HERMAN GOODMAN ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street VanNuys, CA 91401 La Costa, CA 92009 (818) 786-3387 (760) 431-8251 Fax (818) 786-0218 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition Upper floor Guest Rm piers 6'+6'=12 of wall Line A Wmd = 18 5x7x20 5/2 = 1 327#« «««« Seismic=(15x24x20 5/2 + 2x14x4x20 5/2 + )xO 223=1079# Shear/ft=1327/12=110 plf Gross OTM 7' pier=110x6x8= 5308'# Allow RTM=(15x10+14x8)x6x(6/2)xO 67= -3160 Net OTM =2148'# C=T=2148/6=358# Allow Ld Simpson MSTI 26=920# Gross OTM 10' pier= 111 x 10x8= 8880'# Allow RTM = (15x12 + 14x8)x10(10/2)xO 67= -9781 No Net OTM Guest Rm Line A 12' of SW-2 Guest Rm 16' of wall Line B Wmd = 18 5x7x20 5/2 = 1 327#« «««« Seismic=(15x24x20 5/2 + 2x14x4x20 5/2 + )xO 223 = 1079# Shear/ft=1327/16=83 plf Gross OTM =1328x8= 10616'* Allow RTM = (15x10+14x8)x16x(16/2)xO 67= -22469 No Net OTM Guest Rm Line B +16' of Stucco JOB NUMBER 02-228 Sheet 16 September 21, 2002 HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street VanNuys, CA 91401 La Costa, CA 92009 (818) 786-3387 (760) 431-8251 Fax (818) 786-0218 Fax (760) 431 8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition Lower Floor JOB NUMBER 02 228 Sheet 17 September 21, 2002 Exterior Garage wall 20 5' of wall Line 2 Wmd = 18 5x16x24x24/(2x22) = 3875#««««« Se:smic= Roof&CJ= 15 one story=(15+7)xO 223=4 9 psf Partition= 14 Floor= 14 1/2 partition=_7 50x0223=11 15 psf Seismic load=11 15x20 5x24x24/(2x22)=2992 Shear/ft=3875/20 5=189 plf Spacing 5/8"0 Anchor bolts=890x1 33/280=4' oc Gross OTM=3875x8= 31000'# Allow RTM = [(15 + 14)x24/2 + 14x16]x20 5x(20 5/2)xO 67= -80528 No NetOTM Exterior Garage wall Line 2 20 5' of SW-3 Exterior Garage wall piers 4'+4'=8' of wall Lme3 Wmd = 18 5x12x24/2 + 18 5x4x22/2=3478#«« max Seismic load=11 15x20 5x24x24/(2x22)=2992# Shear/ft=3478/8=435 plf 2x mudsill Number of 5/8"0 Anchor bolts=435x4x2/(840x1 33)=3 1 Gross OTM41 pier =435x4x8= 13912'# Allow RTM=[(15 + 14)x24/2+14x16]x4x(4/2)xO 67= -3066 Net OTM=10846'# C=T=10846/4=2711# Simpson HD5A allowable =0 75x4010=3008# Exterior Garage wall Line 3 8' of SW-4 HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street VanNuys, CA 91401 La Costa, CA 92009 (818) 786 3387 (760) 431 8251 Fax (818) 786 0218 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition JOB NUMBER 02-228 Sheet 18 September 21, 2002 Lower Floor Exterior Garage wall 4' of wall Line A Wmd = 18 5x16x20 5/2 = 3034# Seismic Ioad=[(15+14)x24x20 5/2+2x14x4x20 5/2]xO 223=1846 8# overstrength Q=2 6 =1846 8x2 8=5171 # <« Shear/ft=5171/4=1293 plf No of 1/4"x6" lag screws to header=51717(220x1 33)=18 use 20 3x mudsill No of 5/8"0 Anchor bolts=5171/(1140x1 33)=3 4 Gross OTM =5171x8= 41368'# Allow RTM=[(15+14)x20 5/2+14x16]x4x(4/2)xO 9= -3753 NetOTM=37615'# C=T=37615/4=9404 # Simpson HD10A allowable =9540# Gradebeam As=37 6/(1 76x1 33x27)=0 59 sq in Exterior Garage wall Line A 4' of SW-5 20-1/4"x6" lag screws top plates to garage header Grade beam 15"x30" 2-#5 T& B extend min 30" into Line 1 & 3 footing Garage wall 17'of wall Line B Wmd = 18 5x16x20 5/2 + 18 5x7x22 5/2=4491 #«««« Seismic load=11 15x24x20 5/2+4 9x19x22 5/2=3792# Shear/ft=4491/17=264 plf 2x mudsill Spacing of 5/8"0 Anchor bolts=890x1 33/280)=4'oc Gross OTM 4'pier =4491x8= 35928'# Allow RTM=[15x22 5/2+14x1 6]x17x(17/2)xO 67= -38024 NO Net OTM Garage wall Line B 17' of SW-3 HERMAN GOODMAN ASSOCIATES, INC CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St, Suite 209 7332 Bolero Street VanNuys.CA 91401 La Costa, CA 92009 (818) 786-3387 (760) 431-8251 Fax (818) 786-0218 Fax (760) 431-8246 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition SHEAR WALLS Upperfloor SW-1 JOB NUMBER 02-228 Sheet 19 September 21, 2002 2x STUDS @ 16"oc 3/8" PLYWOOD STRUCTURAL I, ONE SIDE BLOCK EDGES NAILING 8d-6"oc EDGES 8d-12"oc INTERMEDIATE DOUBLE STUD OR 4xPOST@ EACH END WALL NAIL SILL TO FRAMING BELOW16d -8"oc EXTEND PLYD FROM SUBFLOOR TO ROOF SHEATHING ALLOWABLE LOAD = 200 LBS/FT SW-2 2x STUDS @ 16"oc 3/8" PLYWOOD STRUCTURAL I, ONE SIDE BLOCK EDGES NAILING 8d-6"oc EDGES 8d-12"oc INTERMEDIATE 4xPOST@ EACH END WALL ATTACH POST TO POST BELOW WITH SIMPSON MSTA-36 NAIL SILL TO FRAMING BELOW16d -8"oc EXTEND PLYD FROM SUBFLOOR TO ROOF SHEATHING ALLOWABLE LOAD = 200 LBS/FT HERMAN GOODMAN CONSULTING STRUCTURAL ENGINEERS 14401 Sylvan St , Suite 209 Van Nuys, CA 91401 (818)786-3387 Fax (818) 786-0218 7332 Bolero Street La Costa, CA 92009 (760)431-8251 Fax (760) 431-8246 2039 Cordoba Place Carlsbad JOB NUMBER 02-228 Owner Walker Sheet 20 Plans by Architect Stephen Lash September 21, 2002 2nd Story Addition SHEAR WALLS LOWER floor S W - 3 2x STUDS @ 16"oc 3/8" PLYWOOD STRUCTURAL I, ONE SIDE BLOCK EDGES NAILING 8d-4"oc EDGES 8d-12"oc INTERMEDIATE DOUBLE STUD @ EACH END WALL EXTEND PLY'D FROM MUDSILL TO FLOOR SHEATHING 2x MUDSILL TO FTG 5/8"0x10" ANCHOR BOLTS 4'oc ALLOWABLE LOAD = 290 LBS/FT SW-4 2-4' PIERS 3x STUDS @ 16"oc OR DOUBLE 2"X4" STUDS 3/8" PLYWOOD STRUCTURAL I, ONE SIDE BLOCK EDGES NAILING 8d-3"oc EDGES 8d-12"oc INTERMEDIATE EACH STUD 4X POST @ EACH END WALL ATTACH POST TO FTG WITH SIMPSON HD-5A HOLDDOWN BOLTS 3/4"0 EMBED mm 6" EXTEND PLY'D FROM MUDSILL TO SHEATHING ABOVE 2x MUDSILL TO FTG 3-5/8"0x10" ANCHOR BOLTS/PIER ALLOWABLE LOAD =460 LBS/FT SW-5 1-4' PIER 3x STUDS @ 16"oc 1/2" PLYWOOD STRUCTURAL I, TWO SIDES BLOCK EDGES NAILING 10d-4"oc EDGES STAGGER 10d-8"oc INTERMEDIATE 4X POST @ EACH END WALL 20-1/4"X6" LAG SCREWS TOP PLATES TO GARAGE HEADER ATTACH POST TO FTG WITH SIMPSON HD-10A HOLDDOWN BOLTS SIMPSON 7/8"0 SSTB28 EMBED mm 25" EXTEND PLY'D FROM MUDSILL TO SHEATHING ABOVE 3x MUDSILL TO FTG 4-5/8"0x12" ANCHOR BOLTS GRADE BM 15"X30" 2-#5 T&B #3ties @12"OC ALLOWABLE LOAD =1300 LBS/FT HERMAN GOODMAN 5 •*• j* J . _ _:f;™^fc _ . _ L. . t _ g _ _ ^^ CONSyLTING STRJOTJRAL ENGINEERS 14401 Sylvan St , Suite 209 7332 Bolero Street VanNuys, CA 91401 La Costa, CA 92009 (818) 786-3387 (760) 431-8251 Fax (818) 786-0218 Fax (760) 431-8246 JOB NUMBER 02-228 Sheet 21 September 21, 2002 2039 Cordoba Place Carlsbad Owner Walker Plans by Architect Stephen Lash 2nd Story Addition SHEAR WALL NOTES 1 SHEAR WALL PLYWOOD IS THE MINIMUM REQUIRED ARCHITECTURAL PLAN MAY REQUIRE ADDITIONAL PLYWOOD OSB STRUCTURAL1 MAY BE USED INSTEAD OF STRUCT 1 PLYWOOD 2 ALL BOLT HOLES SHALL BE 1/32" MINIMUM TO 1/16" MAXIMUM OVERSIZED INSPECTOR TO VERIFY 3 HOLD DOWN CONNECTOR BOLTS AND ANCHOR BOLTS SHALL BE PROVIDED WITH PLATE WASHERS (2x2x3/16 for 5/8" BOLTS & 3X3X5/16 FOR LARGER BOLTS) AND TORQUED TIGHT JUST PRIOR TO COVERING THE WALL FRAMING INSPECTOR TO VERIFY 4 USE COMMON NAILS OR GALVANIZED BOX COMMON NAILS ARE RECOMMENDED 5 ITW-TRUBOLT(ICE30 ER 1372) OR EQUAL, 3/4" DIAMETER ARE TO BE USED INTO EXISTING CONCRETE WHERE ADDITIONAL ANCHOR BOLTS ARE REQUIRED, EMBED MIN 6-5/8" INTO CONCRETE INSTALLATION TORQUE 175 ft-lbs 6 ADHESIVE ANCHORS ITW EPCON G5 (ICBO ER 5308) OR SIMPSON SET ANCHORS (ICBO 4945)OR EQUAL ARE TO BE USED INTO EXISTING CONCRETE WITH HOLDOWNS EMBED ADHESIVE BOLTS MIN 6"INTO EXISTING CONCRETE CONTINUOUS INSPECTION BY DEPUTY BUILDING INSPECTOR IS REQUIRED FOR THE INSTALLATION OF ALL ADHESIVE ANCHORS 7 WOOD FRAMING MEMBERS DOUGLAS FIR-LARCH GRADE AS INDICATED ON PLANS NOTIFY ENGINEER IF OTHER SPECIES OF LUMBER ARE DELIVERED TO THE SITE OR ARE PART OF THE EXISTING CONSTRUCTION 8 PLYWOOD WALL SHEATHING TO ROOF SHEATHING MAY STOP AT TOP PLATE WHERE RAFTERS ARE ATTACHED TO PLATE BY SIMPSON A-35 OR WOOD BLOCKING EQUIVALENT 9 ROOF SHEATHING TO BE NOT LESS THAN 15/32" PLYWOOD, PI 32/16 NAILING 8d-6" oc EDGES AND 8d-12" oc @ INTERMEDIATES 10 FLOOR SHEATHING TO BE NOT LESS THAN 3/4" PLYWOOD, PI40/20 NAILING 10d-4" oc EDGES AND 10d-8" oc @ INTERMEDIATES 11 VERIFY ALL FIELD CONDITIONS PRIOR TO START OF ANY STRUCTURAL WORK Title 24 Energy Calculations For Walker Residence May 2, 2004 THE ENERGY GUYS STEVEN D WEBER ARCHITECT 1456 A Eolus Ave Encmitas, Ca 92024 (760)-753-8486