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2624 CAZADERO DR; ; CB031869; Permit
12-04-2003 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 CB031869 Building Inspection Request Line (760) 602-2725 2624 CAZADERO DR CBAD RESDNTL 2152903300 $142,14000 0 0 Sub Type Lot# Construction Type Reference # Structure Type Bathrooms RAD 0 NEW ROHRER RES-876 SF NEW ADD 504 SF REMODEL Status Applied Entered By Plan Approved Issued Inspect Area Ong PC# Plan Check# ISSUED 07/08/2003 CB 12/04/2003 12/04/2003 Applicant SHANA MCGRIFF 1071 STRATFORD DR ENCINITASCA 92024 760-436-0859 Owner ROHRER JURG&CARON 2624 CAZADERO DR CARLSBAD CA 92009 0192 12/04/03 0002 01 CGF"9^3.71 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee PJan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $679 00 Meter Size $0 00 Add'l Reel Water Con Fee $441 35 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $1421 PFF $000 PFF (CFD Fund) $0 00 License Tax $0 00 License Tax (CFD Fund) $0 00 Traffic Impact Fee $000 Traffic Impact (CFD Fund) , $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $000 ' ELECTRICAL TOTAL $0 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 $12500 $6000 $6550 $000 $000 $000 $000 $000 $000 $1,38506 Total Fees $1,385 06 Total Payments To Date '$441 35 Balance Due( y$44l 3b baianc BU/LDING PLANS -J£_INSTORAGF $943 71 A I STORAGE ATTACHED Inspector FINAL,- APPROVAL Date 0^-05 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 aiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK _ EST VAL I 4-~2-i Plan Ck Deposit Validated By Date Address (include Bldg/Suite #}Business Name (at this address) 07/OR/03 QQQ 03vfoLegal Description Lot No Subdivision Name/Number Unit No Phase No tal units Assessor's Parcel # H\g- ^6 Description of Work Existing Use Proposed Use IT #of Stories # of Bedrooms # of Bathrooms c^yyv-*^^ tfXAV-.foO-xy^ lo-li ^n-gATTo' Name Address r^ O rCQmra!i:qrf£i0[!3r Agent fb? Contractor^ ,, Q .Owner' Name >. jpRopERfY'QWNER Address City State/Zip Telephone # Name Address City State/Zip Telephone (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 [S500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q 1 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 Q 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) fj] 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.'!t CoWNER-BUItDlR DECLARATiON7,.',.!.,', " " ' ''.', "' JT' .\1 1J 17., ..,..' i. ,. ! *! \J8. * L_-c ." u, ....." " _ t Lk ' L '_ ' f"l ° " ! !, ,'" " I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q 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) Q L 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) fj | 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 fJ]NO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I havs contracted with the following person (firm) to provide the proposed construction {include name / address / phone number / contractors license number) 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 DATE 'COMpLETE^THlSjSECTlON FOR NON-RESIDENTIAL BUILDING PERMITS ONLY. , , ,, , £'?",, f 1 „ , V^'V ^1. . ~V -u "" I „ -, '/" !) ' L ^Jl J 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 Act7 Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? d YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES D NO 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 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 "AP.PLicANTj'CERTiFicATidN1 1 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 for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the 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 commenced within 180 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 commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE WHITE File YELLOW Applicant PINK Finance PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK EST VAL. Plan Ck Deposit Validated By Date Address (include Sfdg/Suite #\Business Name tat this address) ! 07/OR/03 2 01 Mvfotal#«Legal Description Lot No Subdivision Name/Number Unit No Phase No units Assessor's Parcel #Existing Use Proposed Use - DO IT Description of Work A #of Stories ff of Bedrooms # of Bathrooms tfjy^2*C6^> 3i ^ATV\PDDt\S»&i»/,is!Sn*fei,*!fp <, ~v ^ - Trf'^^-^SaWMSsaW !£AV 4 [Sec 7031 5 Susitwss and Prof.«s*iGns''Code Any City or County which requires a permit to^jonstruct, alter, irffprovfl, issuance,* alio requires the applicant''for^such'>permit to file a signed statement that he is li&erised pursuant tQ£T*~ {Chapter 9, commending withfSec^u^-TOOO of Division 3 of the Business and Professions Cade] orjhs^-tan'sla exemption' Any Delation of 'Section, 7O31 ..5'bv any appltcam,foV a permrt subjects the applicant \o eTyvifpenalty olVioS mor^ihan, five hundred dollars rSBQOl),! ^ *•*• * * X' i"-f *\t" * **.*•* '-.»• S >,, ^ I > FJ \ < ' V *• J. '"" * "i r, '*,•I I ' J jU. " . 4 ^ r ' •> i1 . f. ^ ' b AP 1 O- J**! V I * j^i« » Icl^r *\\ .?--.—•f'1 " .J. ,1*11 . ? . ' ,-' . * 9 ^f^. _*L *"& t \ . _-._ nr any structure, priorko its pfthe. Contractor's UcensaiLaw , and the basis for'the alteged City', Name ''- -i State.Uceftia jiK Address ite/Zip SUcansVff-^ Telephone # y ... . a .• [.,... . 1%-? —T— ...Ti .1" ' •• -i • • •••• -- • .11 * i ' V, Sttatffef"i \ Telephone;'1 ~' ? * . \*3>\*4' ' > * s \i if X ' \ ^ \ ' ^ \ •"" Designer/Name State UeeHse ,'„ ^"i">5 '^^'Addmssfc__, (,;'" >^'y^ ',(••City rrv i^«f the Labor Code, for the performance) /V Workers' Compensaftort Dsclaration t hereby affirm dhder panalji&perjtHY one of the fttlKuwrtb/dsclaratiofis Q I have and will maintain a certificate of consent to .self-Insure for workers' compensation as provided by Sec of the work for which this permit is issued v1*; 1 i ^^ ., , rV jj*Q I have and will maintain workers' compensatJpij, as required By Section 3700 of the Labor CMtorlfor the pajformlpce of the work for which this permit is1 issued My worker's compensation insurance carner&nd policy numtWjins,,./ -** \ ^^."" * y i &r_f[jPn' -• **^ \ **** ^ 'Insurance Company \ j-*v . *? Rolicy NQ^ •*"' I (THIS SECTION NEED NOT BE COMPLEIED^IF THE Pfe^MIT IS^Ofi 0«E HUMDflEO-D"OLLARS [$TpO] Op D CERT1RCATE OF EXEMPTION I certify that m|h^ perfAi^nce o\t to become subject to the Workers' Compensation Lajvs pf California ^^ \ WARNING Failure to secure workers' compensation co{veragj*-fS unlawful, and shall subject an employer to cri thousand dollars ($100,000), in addition to the costjof cornpensation, dan>ages as provided for in Section ~ " I \ ^i&» ^*~ DAT \ Expiration Date_ for which this permit is\issued, I ahall not etnploy any parson in any manner so as I \ \^-^\ SIGNATURE and civil fynes up to one hundred le, interest and attorney's fees ea.sgn satfon, will dp-ttve work and the structure is not intended or offered for sale il hereby affirm that I am exempt from the Contractor's License Q I, as owner of the property or my employees with wages* as their sola^com (Sec 7044, Business and Professions Code The Contractor's License Law dpes not apilytp-afi owner of property who builds or improves theVeon, and who does such work himself or through his own employees, provided that sSjch improvetngfljs araJiefWended or offered for sale If, however, the building or improvement is sold within one year of completion, the owner-builder will haveJb^burtteTroTfirQjHngthat heyJidjiot build or improve for the purpose of sale) 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 wrth) contractor(s) licensed pursuant to the Contractor's License Law) ' \ I am exempt under Section Business and Professions Code for this reason I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES jflNO 1 *iavej have not) signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) TBA 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 h^ve~fipntracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) y4y ft PROPERTY OWNER SIGNATURE A J<3>--£'/V____~- DATE 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? D YES Q 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 Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D YES Q NO 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 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 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 City of Carlsbad to enter upon the above mentioned property for inspection purposes 1 ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones in height EXPIRATION Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void If the building or work authonzed by such permit is not commenced within 180 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 commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE r\v\/~\/"V A^ DATE T~ < "i -.I.— «iiuj..UIII ' . ^- «• WHITE File YELLOW Applicant PINK Finance >i City of Carlsbad Bldg Inspection Request For 06/27/2005 Permit* CB031869 Title ROHRER RES-876 SF NEW ADD Description 504 SF REMODEL Inspector Assignment PD 2624 CAZADERO DR Lot o Type RESDNTL Sub Type RAD Job Address Suite Location APPLICANT SHANAMCGRIFF Owner ROHRER JURG&CARON Remarks Phone 7604380275 Inspect Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By NA Entered By CW Act.. Comment Associated PCRs/CVs Inspection History Date Description 06/22/2005 89 Final Combo 06/07/2005 89 Final Combo 12/21/2004 21 Underground/Under Floor 12/21/2004 23 Gas/Test/Repatrs 12/21/2004 31 Underground/Conduit-Wiring 09/20/2004 17 Interior Lath/Drywall 09/20/2004 18 Exterior Lath/Drywall 09/13/2004 16 Insulation 09/13/2004 27 Shower Pan/Roman Tubs 09/07/2004 22 Sewer/Water Service 09/01/2004 13 Shear Panels/HD's 09/01/2004 34 Rough Electric 09/01/2004 84 Rough Combo 08/24/2004 84 Rough Combo 08/23/2004 84 Rough Combo 07/27/2004 33 Service Change/Upgrade Act Insp Comments CA TP CA PD RESET FOR 6/13 AP PD AP PD WC PD AP PD AP PD AP RB & RC CHANNEL OK AP RB CA PD WC PD AP PD AP PD OK TO INSULATE CO PD TOPOUTOK NS PD AP PD City of Carlsbad Bldg Inspection Request For 07/07/2004 Permits CB031869 Title ROHRERRES-876SFNEWADD Description 504 SF REMODEL Inspector Assignment PD Type RESDNTL Sub Type RAD Job Address 2624 CAZADERO DR Suite Lot 0 Location APPLICANT SHANAMCGRIFF Owner ROHRER JURG&CARON Remarks Phone 8588128344 Inspecto Total Time CD Description 13 Shear Panels/HD's Act Comment fo Requested By YURI Entered By CHRISTINE Associated PCRs/CVs Inspection History Date Description Act Insp Comments 05/04/2004 15 Roof/Reroof PA PD NAILING ON 2X T & G - LEFT NOTE ABOUT ROOF INSUL 04/02/2004 11 Ftg/Foundation/Piers AP PD 03/30/2004 21 Underground/Under Floor AP PD CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE (760) 602-2700 1635 FARADAY AVENUE DATE 7- 7" *TIME V PERMIT NO 4-7 T^o /ATt P/U/VI&f/J FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION, CONTACT _^_^__^^_^_^ nI _ 1 YES BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ® EsGil Corporation In {Partnership with government for ^Buifcfing Safety DATE. 12/1/03 _AEaOGANT JURISDICTION Carlsbad Q PLAN REVIEWER a FILE PLAN CHECK NO . 03-1869 SET IV PROJECT ADDRESS' 2624 Cazadero Dr. - PROJECT NAME Rorher Residential Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck CD 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 CD The applicant's copy of the check list has been sent to 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 James Telephoned (760)436-0859 Date contacted 12/1/03 (by CM) Fax # Mail Telephone Fax In Person REMARKS The items listed on the attached must be completed prior to permit issuance. By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC Phone In 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 03-1869 12/1/03 1, The structural calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) This was not completed. This may be signed by the engineer of record prior to permit issuance 2 THE FORM SUBMITTED WAS NOT SIGNED AND SEALED BY THE ARCHITECT OF RECORD FOR THE BUILDING DESIGN. THE CODE REQUIRES THAT THE ENGINEER OR ARCHITECT OF RECORD PREPARE THE SPECIAL INSPECTION PROGRAM. Per Scott at the City soil report for this project is waived City is to place their "soils notice" stamp on the plans prior to permit issuance EsGil Corporation In Partnership -with government for %ui£(£iitff Safety DATE- 11/25/03 JURISDICTION Carlsbad PLAN CHECK NO - 03-1869 SET IV PROJECT ADDRESS 2624 Cazadero Dr. - PROJECT NAME Rorher Residential Addition a AEELLCANT Q PDWREVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's budding codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Shanna McGrtff 1071 Stratford Dr, Encinitas, CA 92024 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 Shanna McGriff Telephoned (760)436-0859 Date contacted I. (2 C^o b (by/^) Fax #• (760) 436 0859 Mail —'Telephone Fax-^ In Person REMARKS By Chuck Mendenhall Esgil Corporationn GA a MB n EJ a PC Enclosures 11/19/03 trnsmtl dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 4- Fax (858) 560-1576 Carlsbad 03-1869 11/25/03 The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways, 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code) Not completed. This may be completed at the city prior to permit issuance. The structural calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) This was not completed. This may be signed by the engineer of record prior to permit issuance When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form Not completed. See the attached. THE FORM SUBMITTED WAS NOT SIGNED AND SEALED BY THE ARCHITECT OF RECORD FOR THE BUILDING DESIGN. THE CODE REQUIRES THAT THE ENGINEER OR ARCHITECT OF RECORD PREPARE THE SPECIAL INSPECTION PROGRAM. Carlsbad O3-1869 11/25/O3 FOUNDATION REQUIREMENTS Per City policy, provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 Not provided. THE RESPONSE INDICATES 1000 PSF USED FOR SOIL BEARING. NO REPORT IN COUNTY OF SAN DIEGO. WHY IS THIS DIFFERENT" THIS PROJECT IS NOT WITHIN THE COUNTY JURISDICTION THIS PROJECT IS IN THE CITY OF CARLSBAD THE CITY POLICY IS AS FOLLOWS All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq ft in area and only one story, then a soils report is not required Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation Thank you EsGil Corporation unth Qov&rnmtnt for Quitting Safety DATE 11/6/03 Q AEJ5LICANT " JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 03-1869 SET III PROJECT ADDRESS' 2624 Cazadero Dr. PROJECT NAME Rorher Residential Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes I | 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 Shanna McGriff 1071 Stratford Dr, Encmitas, CA 92024 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 Shanna McGriff Telephone # (760) 436-0859 Date contacted. n)u> fob (by.^^) Fax #• (760) 436 0859 Mail-^"Telephone Fax-^ In Person REMARKS. By: Chuck Mendenhall Enclosures' Esgil Corporation D GA D MB D EJ D PC 10/30/03 tmsmtldot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 Carlsbad 03-1869 11/6/03 The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) Not completed. This may be completed at the city prior to permit issuance. 2t. The structural calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) This was not completed. This may be signed by the engineer of record prior to permit issuance When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form Not completed. See the attached. THE RESPONSE INDICATES "NOT REQUIRED" THE SPECIAL INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE EPOXY GROUTED BOLTS IN EXISTING FOUNDATION. SEE DETAIL F/S2 • FOUNDATION REQUIREMENTS Carlsbad 03-1869 11/6/03 9 Per City policy, provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 Not provided. THE RESPONSE INDICATES "SEE S1, NOTE #91 AND #93" THESE NOTES ARE NOT A SUBSTITUTE FOR THE REQUIRED SOIL REPORT PER THE CITY POLICY. 11 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806 6 1 Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt NOTE #89 ON SHEET S1 IS NOT COMPLETE. INCLUDE ALL PLATE DIMENSIONS 2x2 x3/16 PLATE WASHERS. • STRUCTURAL A. INCLUDE IN DETAIL E/S2 THE CONNECTION OF THE 2ND FLOOR SHEAR WALL TO THE W10X54 STEEL BEAM. B. INCLUDE IN DETAIL F/S2 THE METHOD OF ANCHORING THE COLUMN BASE PLATE TO THE EXISTING FOUNDATION. C. SPECIFY THE SIZE AND SPACING OF THE ANCHOR BOLTS AT THE 10FT LONG SHEAR WALL ON THE EXISTING FOUNDATION BETWEEN DETAIL F/S2 ON THE FOUNDATION PLAN To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation Thank you Carlsbad 03-1869 11/6/03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: ^-<b 2-H PLAN CHECK NUMBER:OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that f, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the_jx>nstruction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Architect's Seal * Signature Signed 1 List of work requiring special inspection n Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI n Prestressed Concrete Anchors O Structural Masonry Q Designer Specified D Field Welding D High Strength Bolting B Expansion/Epoxy n Sprayed-On Fireproofmg D Other 2 Name(s) of individual(s) or firm(s) responsible for the special inspections listed above B C 3 Duties of the special inspectors for the work listed above A B SPECIAL INSPECTION PROGRAM Carlsbad O3-1869 11/6/03 ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: C&d*> (&ff OWNER'S NAME: 7) I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Jigned I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer1 i1 Architect i Seal Signed 1 List of work requiring special inspection D Soils Compliance Prior to Foundation Inspection D Structural Concrete Over 2500 PSI D Prestressed Concrete Anchors n Structural Masonry C] Designer Specified D Field D High • Expansi * n Sprayed-On Fire n Other 2 Narne(s) of mdividual(s) or firm(s) responsible for the special inspections listed above A B C 3 Duties of the special inspectors for the work listed above A ^ _^__^__ B C EsGil Corporation In yartneTsfup with government for ^BmCtfinff Safety DATE 10/14/03 Q APPLICANT JURISDICTION Carlsbad PLAN CHECK NO 03-1869 SET II PROJECT ADDRESS 2624 Cazadero Dr. PROJECT NAME Rorher Residential Addition a PLAN REVIEWER Q FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmrtted 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 hst is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Shanna McGriff 1071 Stratford Dr, Enctnitas, CA 92024 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. Shanna McGriff Date contacted )o- j 1/^-5 (by JZuy) Mail -Telephone Fax,x In Person REMARKS Telephone # (760) 436-0859 Fax #. (760) 436 0859 By Chuck Mendenhall Esgil Corporation D GA D MB D EJ Enclosures PC 10/6/03 tmsmtl dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4- (858)560-1468 4 Fax (858) 560-1576 Carlsbad 03-1869 10/14/03 The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) Not completed. This may be completed at the city prior to permit issuance. The structural part of the plans shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code). This was not completed. This may be signed by the engineer of record prior to permit issuance When special inspection js required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3.5. Please complete the attached form No completed. See the attached. • FOUNDATION REQUIREMENTS Per City policy, provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and Carlsbad O3-1869 10/14/03 shall comply with UBC Section 1804 Not provided. 10 Show foundation sills to be pressure treated, or equal Section 2306 4 Not done. 11 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806 6 1 Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt Not shown 14 Specify the thickness, reinforcing, pad preparation and undelayment for the new concrete slab Not shown • STRUCTURAL 23 Specify the size and spacing of the ceiling joist Show on the plans the direction the CJ span Need to dimension spacing of the roof beams. Eq 'A' is not sufficient 24 Clarify on the framing plan which direction the floor joists span It is not clear which direction they should span or what supports the FJ's Detail the connection of the wood joists to the steel beams. • ENERGY CONSERVATION 36 Show on the kitchen electrical plans the fluorescent general lighting as required by the energy standards Note on the architectural plan does not match the electrical plan. The electrical plan shows not fluorescent fixtures. 37 Show on the floor plans or provide a window schedule toclearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations for the new windows and glass doors The notation on the schedule is not complete. Only the low'E' called out. There was nothing indicating the U-factor or the SHGC. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation Thank you Carlsbad 03-1869 10/14/03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special mspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engineer's/Archilecl s Seal Signed 1 List of work requiring special inspection D Soils Compliance Prior to Foundation Inspection O Field Welding D Structural Concrete Over 2500 PSl D High Strength Bolting EH Prestressed Concrete Q Expansion/Epoxy Anchors D Structural Masonry Q Sprayed-On Fireproofmg D Designer Specified d Other 2 Name(s) of individual(s) or firm(s) responsible for the special inspections listed above B C 3 Duties of the special inspectors for the work listed above A B EsGil Corporation In ^Partnership with government for 'Smtding Safety DATE 7/18/03 JURIS JURISDICTION Carlsbad a "PLAKFREVIEWER a FILE PLAN CHECK NO 03-1869 SET I PROJECT ADDRESS 2624 Cazadero Dr. PROJECT NAME Rorher Residential Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Shanna McGnff 1071 Stiatford Dr, Encmitas, CA 92024 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 Shanna McGnff Telephone # (760) 436-0859 Date contacted V-Z, /o^ (by fa) Fax # (760)4360859 Mail—"Telephone Fax-/ In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 7/10/03 trnsmtldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad 03-1869 7/18/03 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO 03-1869 JURISDICTION Carlsbad PROJECT ADDRESS 2624 Cazadero Dr. FLOOR AREA 876 Addition REMARKS DATE PLANS RECEIVED BY JURISDICTION DATE INITIAL PLAN REVIEW COMPLETED 7/18/03 STORIES 2 HEIGHT 23 approx per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION 7/10/03 PLAN REVIEWER Chuck MendenhaU FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled This plan review is based on regulations enforced by the Building Department You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments Clearance from those departments may be required prior to the issuance of a building permit Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02) The above regulations apply to residential construction, regardless of the code editions adopted by ordinance The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e.. plan sheet number, specification section, etc_ Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 03-1869 7/18/03 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 1 All sheets of plans must be signed by the person responsible for their preparation (California Business and Professions Code) 2 The structural part of the plans shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction Specify expiration date of license (California Business and Professions Code) 3 Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC 4 On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below Section 106 3 2 REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec 1701 of the Uniform Building Code ITEM FIELD WELDING and EPOXY ANCHOR BOLTS 5 When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit Please review Section 106 3 5 Please complete the attached form 6 Guardrails (Section 509 1) Detail on the plans the new guardrail as follows a) Shall have a height of 36" Carlsbad 03-1869 7/18/03 - b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B c) Openings between railings shall be less than 4" 7 Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skyhght(s), per Section 10633 a) Manufacturer's name b) Model name/number c) ICBO approval number, or equal 8 Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters) The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents) Show area tequired and area provided Section 1505 3 • FOUNDATION REQUIREMENTS 9 Per City policy, provide a copy of the project soil report prepared by a California licensed architect or civil engineer The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804 > 10 Show foundation sills to be pressure treated, or equal Section 2306 4 11 The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806 6 1 Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt 12 Hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection Section 108 5 2 13 Include as part of the pad footing schedule found on sheet S1 the size of footing F4 as referenced on the foundation plan 14. Specify the thickness, reinforcing, pad preparation and undelayment for the new concrete slab 15. Include on the plans material specifications for the foundation concrete and the steel reinforcing 16 Note on the plans that all foundation concrete must have a mm strength of F'c=2500PSI per the UBC 17 Detail on the plans the connection at the interface between the new and existing footings and slab Carlsbad 03-1869 7/18/03 • STRUCTURAL 18 Include on the plans complete material specifications for this project See the cover sheet of the design calc's 19 Include on the structural plans a shear wall schedule See page 11 of the design calc's 20 Expand the moment frame connection detail 4/S1 Does the complete Pen groove weld apply to the T & B flanges of the beam9 How is the web of the beam connected to the column to resist the shear forces9 21 Specify on the roof plan on sheet S2 the size of the hips and valley members above the new Master Bed Rm 22 Clarify on the roof framing plan how the hips, valleys and ridges are supported where the framing comes together above the new Master Bed Rm 23 Specify the size and spacing of the ceiling joist Show on the plans the direction the CJ span 24. Clarify on the framing plan which direction the floor joists span it is not clear which direction they should span or what supports the FJ's 25 Clarify on the framing plan where beam BM6 is supported 26 Detail on the plans the connection of beam BM6 to the web of the steel frame column 27 Clarify on the plans what type of shear wall SW is as shown on sheet S2 at the new Utility Rm 28 Detail on the plans the strapping and blocking at the narrow shear walls along grid line A at the 2nd floor See page 5 of the design calc's 29 Show on the lower floor shear wall type 'A' both sides of the wall along grid line 'A' See page 5A of the calc's 30 Clarify how the new deck joists are to be supported The floor framing doSes not show the floor joists cantilevered above the kitchen 31 Show on the foundation plan the required PHD2 HD's along grid (me 2 See page 9 of the calc's Clarify how you intend to install the PHD2 HD anchor bolts in the existing foundation NOTE: A complete structural plan review will be made when the items above have been addressed. The design engineer of record should carefully review the plans and calc's for accuracy and consistency prior to resubmitting for recheck. Carlsbad O3-1869 7/18/03 • MECHANICAL (UNIFORM MECHANICAL CODE) 32 Show the location, type and size (BTU's) of all heating and cooling appliances or systems 33 the addition to the dwelling shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F at 3 feet above the floor in all habitable rooms Show basis for compliance UBC, Sec 31011 34 Specify on the plans the following information for the new fireplace(s) shown on the floor plans, per Section 106 3 3 a) Manufacturer's name b) Model name/number c) ICBO approval number, or equal d) Show on the building elevations the height of chimney above roof per ICBO approval or UBC Table 31-B e) Note on the plans that approved spark arresters shall be installed on all chimneys UBC, Section 3102 3 8 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 35 Note on the plans that all new bedroom branch circuits now require arc fault protection Note clearly on the plans that "Bedroom branch circuits will be arc fault circuit protected" NEC Art 210-12(b) • ENERGY CONSERVATION 36 Show on the kitchen electrical plans the fluorescent general lighting as required by the energy standards 37 Show on the floor plans or provide a window schedule toclearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations for the new windows and glass doors To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation Thank you Carlsbad 03-1869 7/18/03 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701 1 for the construction project located at the site listed above UBC Section 106 3 5 Signed ^ I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106 3 5 for the construction project located at the site listed above Engrneer'sMrchiloct a Seal S Signaiure Heio Signed 1. List of work requiring special inspection: C] Soils Compliance Prior to Foundation Inspection Q Field Welding D Structural Concrete Over 2500 PSI D High Strength Bolting Q Prestressed Concrete Q Expansion/Epoxy Anchors HH Structural Masonry Q Sprayed-On Fireproofmg O Designer Specified [] Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above. A B. C. 3 Duties of the special inspectors for the work listed above: A. _^_____ B. C Special inspectors shall check in with the City and present their credential Carlsbad 03-1869 7/18/03 (VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Chuck Mendenhall BUILDING ADDRESS 2624 Cazadero Dr. PLAN CHECK NO 03-1869 DATE 7/18/03 BUILDING OCCUPANCY R3 TYPE OF CONSTRUCTION VN BUILDING PORTION add'n Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) 876 cb Bldg Permit Fee by Ordinance ^ Valuation Multiplier City Est By Ordinance Reg Mod VALUE ($) - 142,140 $679 00 Plan Check Fee by Ordinance Type of Review E Repetitive FeeRepeats Complete Review D Other Hourly Structural Only Hour* Esgil Plan Review Fee $441 35 $380 24 Comments Sheet 1 of 1 macvalue doc DATE BUILDING ADDRESS City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO CB PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER 3^3 EST VALUE /9Z ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved The approval is based on plans, information and/or specifications provided in your submittal, therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build [& Right-of-Way permit is required prior to construction of the following improvements DENIAL By HI Please see the attached report of deficiencies marked with Q Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review By By By Date Date Date FOR OFFICIAL USE ONLY INEERINJ3 AUTHORIZATION TO ISSUE BUILDING PERMIT Date ATTACHMENTS G Dedication Application LJ Dedication Checklist C Improvement Application Improvement Checklist ENGINEERING DEPT CONTACT PERSON Name KATHLEEN M FARMER City of Carlsbad Address 1635 Faraday Avenue, Carlsbad. CA 92008 Phone (760) 6Q2-2741 ___ D Future Improvement Agreement D Grading Permit Application D Grading Submitta! Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract CA 92008|-7314 • (76O) 602-272O • FAX (76O) BUILDING PLANCHECK CHECKLIST 3RD D SITE PLAN Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures F/Right-of-Way Width & Adjacent Streets cxisuny ot riopuseu sirutJiures Jo, Driveway widths Existing Street Improvements M Existing or proposed sewer lateral Property Lines by Existing or proposed water service Easements /J Existing or proposed irrigation service D CD 2 Show on site plan. A Drainage Patterns 1 Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " B Existing & Proposed Slopes and Topography ,C Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D Sewer and water laterals should not be located within proposed driveways, per standards 3 Include on title sheet' A Site address B. Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include, total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H \WORD\DOCS\CHKLSTBuiWing Piancheefc CMst Form (Ganertc).Ooc BUILDING PLANCHECK CHECKLIST 1ST D 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE n CD 4a Project does not comply with the following Engineering Conditions of approval for Project No, D D D 4b All conditions are in compliance Date DEDICATION REQUIREMENTS D 5 Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18 40 030 Dedication required as follows __ Dedication required Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an ,8 %" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS CD EH 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000. pursuant to Carlsbad Municipal Code Section 1840040 Public improvements required as follows. . Attached please find an application form and submittal checklist for the public improvement requirements A registered Civil Engineer must prepare the appropnate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process The completed application form and the requirements on the H \WORD\DOCS\CHKlST\BiJilding Plancheck Cklsl Fotrn (RIDDLE HARVEY T 12-00) Ooc -SI 2ND QRD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person Applications by mail or fax are not accepted Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit Improvement Plans signed by Date D D n 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit Future public improvements required as follows CH C3 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date CH 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must be repaired to the satisfaction of the City inspector prior to occupancy GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11 06 030 of the Municipal Code D 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) LD 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit Grading Inspector sign off by Date Q D 7c Graded Pad Certification required (Note Pad certification may be required even if a grading permit is not required ) H WORD\DOCS\CHKl.ST\Buik1inQ Planchet* CMst Form (GENERIC 7 14 00) doc BUILDING PLANCHECK CHECKLIST ' * ST 2ND 3RD D CD CD 7d No Grading Permit required D D CD 7e 'f grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS D D D 8 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way Types of work include, but are not limited to street improvements, tree trimming, driveway construction, tying into public storm dram, sewer and water utilities Right-of-Way permit required for D D 9 INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Cammo Real, Carlsbad, CA 92008 District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by Date D D D 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first D /H D 11. Q Required fees are attached fees required WATER METER REVIEW 12a Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service H \WORD\DOCS\CHKLST\BuiWlng Ptencheck Cklst Form (Genetic) doc c Rev 7/14/00 1ST )ND )RD D D 12b BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit • Maximum service and meter size is a 2" service with a 2" meter • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand (manifolds are considered on case by case basis to limit multiple trenching into the street) Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval The developer must provide these calculations. Please follow these guidelines 1 If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets If so, at the water meter station, the demand in gpm may be listed there Irrigation services are listed with a circled "I", and potable water is typically a circled "W" The irrigation service should look like. STA 1+00 Install 2" service and 2. 5 meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach) Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use Once you have received a good example of irrigation calculations, keep a set for your reference In general the calculations will include- Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA) As long as the project is located within the City recycled water H \WORO\DOCS\CHKLST1Bulk)lng Planchee* CWst Form (Genenc) doc Rev 7/1*«> ST ND RD BUJLDJNG PLANCHECK CHECKLIST i service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future CD CD 12c Irrigation Use (where recycled water is available) 1 Recycled water meters are sized the same as the irrigation meter above 2 If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development For subdivisions, this should have been identified, and implemented on the improvement plans Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this CD CD 13 Additional Comments: H^WORO1OOCSO«LST^Bl*Jino Ptentfiee* CMtt form (G*nenc)x»C n D ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant Calculation based on building ptancheck plan submittaf Address Bldg Permit No Prepared by Date Checked by Date EDU CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Sq Ft /UnitsTypes of Use APT CALCULATIONS List types and square footages for all uses Types of Use Sq Ft /Units Sq Ft /UnitsTypes of Use FEES REQUIRED- EDU's EDU's ADT's ADT's WITHIN CFD D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO PARK AREA & #D 1 PARK-IN-UEU FEE FEE/UNIT D 2 TRAFFIC IMPACT FEE ADT's/UNITS D 3 BRIDGE AND THOROL ADT's/UNITS O 4 FACILITIES MANAGEMENT FEE UNIT/SQ FT 5 SEWER FEE EDU's BENEFIT AREA _ EDU's X NO UNITS X FEE/ADT = S = $ IGHFARE FEE /IENT FEE (DIST #1 DIST #2 X FEE/ADT ZONE X FEE/SQ FT /UNIT DIST #3 ) = $ = $ a D 6 SEWER LATERAL <$2,500) D 7 DRAINAGE FEES PLDA_ ACRES _________ X FEE/EDU X FEE/EDU HIGH = $. = $_ = $ /LOW X FEE/AC = $ D 8 POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\Docs\Misforms\Fee Calculation Worksheet 1 of 2 Rev 7/14/00 Plan Check Planner APN PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address Phone (760)602- Type of Rtoject & Use ^ Zoning l> >^tjeneral Plan»_p— CFD (in/out) #_Date of participation Net Project Density Facilities Management Zone _ Remaining net dev acres DU/AC Circle One (For non-residential development Type of land used created by this permit ) D D Legend: ^ Item Complete D Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION Compliance with conditions of approval9 If not, state conditions which require action Conditions of Approval Discretionary Action Required: APPROVAL7RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval? If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO CA Coastal Commission Authority? YES NO 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) Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # D D Follow-Up Actions: 1) Stamp Building Plans as "Exempt" 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 ) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE') Site Plan: H \ADMIN\COUNTER\BldgPlnchkRavChklst Rev 9/01 D D 1 Provide a fully dimensional site plan drawn to scale Show North arrov* property lines easements, existing and proposed structures, streets, existing street improvements right-of-wav width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes) 2 Provide legal description of property and assessor's parcel number 0 Policy 44 - Neighborhood Architectural Design Guidelines 1 Applicability. YES NO 2 Project complies YES NO 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 re separation 3 Lot Coverage 4 Height Required Required Required Required Required 5 Parking Spaces Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown O (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 STRUCTURAL ENGINEERING [calculations for] JURG & CARON RORHER [project site at] 2624 CAZADERO DRIVE CARLSBAD, CALIFORNIA 92009 [760 438 0275] [architectural design (addition), dated 4-01-03] SHANNA MCGRDFF 1071 STRATFORD DRIVE ENCINITAS, CALIFORNIA 92024 [760-439 0859] [c-4284 & g-4284, acting as ENGINEER OF RECORD] Kendrick Bangs Kellogg 27932 Valley Centre Rd #109 Valley Centre, California 92082 [c/o 760 742 1255] VGKQ '} Tr~{: \ \ ' j , -- ' - t —r i i (0Q- Co "to a oO «O Cz: LU - i ...... *-J*, /• />)£0 n - f— l I 1 / / 1 i _LTV? 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Oo <a t—tJ*-»K\ L/IM \Jd./i— '_ ! 1 ' i _ 1 —} ' J J ^^^®H®12^' i-fl^f H**V * n^ * V _. t*^i »A i ''A^.*,l-~—^MMB^SJ^^^^SS— /y 1-—-i-—-4-r-« ' 1.*. -—|, 1 !?J|^1 - i r *" !*:n r -P.i-.i : i" '" I - i i i _ _ _ _ J'Lil^'l'l^jJ 1-1*1JrWHi^p^-ff^fFR^t^F"Ofc.A fffl '^^lutfLl^di ^-"l~^ l" SP1 ' ' I « J^ "'/ri^''r^Tfn/H^lr -^I^H-f-rf |<-M/M' C\J a JUN01201H City of CARLSBAD BUILDING DEPT R- VALUE 1/2" PLY REVALUE 2' R|5/ R|<S!P INSULATION R- VALUE CEMENT TILE SWNSLES R-VAUJC 42 / /AS NAILIN0 PLY « ROOF MAT TOTAL ROOF P/TITLE 24 c 2 XT * SPRUCE PLr ROOF DETAIL -*«**^ t SCALE: COVER 20 2 1 DESCRIPTION ANALYSIS OF TWO STORY ADDITION: ROHRER DfSIGNER/CONTRACTOR : KELLOGG /McGRlFF DESIGN CRITERIA GOVERNING CODE 2001 CBC SCISIV11CZONE4 WIND ZONE 70 MPH, EXPOSURE C MATERIAL PROPERTIES FRAMING - DOUGLAS FIR-LARCH RAFTERS & JOISTS RIDGES HEADERS & POSTS STUDS BEAMS HIPS & VALLEYS GLULAMS - SIMPLE SPAN CANTILEVER GRADE UNLESS NOTED OTHERWISE NO 2 NO 2 NO 1 CONSTRUCTION NO 1 NO 1 24F - V4 DF/DF 24F - V8 DF/DF ANCHOR BOLTS CONCRETE REINFORCING A307 2500 PSI AT 28 DAYS - SLAB ON GRADE FOOTINGS GRADE BEAMS #3 THRU #5 GRADE 40 #6 AND LARGER GRADE 60 SOIL - ALLOWABLE BEARING 1000 PSF UNIFORM BUILDING CODE RETAINING WALLS 30 PSF EQUIVALENT FLUID PRESSURE FOUNDATION WALLS 50 PSF EQUIVALENT FLUID PRESSURE MASONRY - f' m - 1500 PS! NO SPECIAL INSPECTION MORTAR TYPE S GROUT 2000 PSI AT 28 DAYS MANNING ENGINEERING 41892 ENTERPRISE CIRCLE SO STE E TEMECULA, CA 92590 (909) 296-1044 FAX (909) 296-1047 PROJECT #2707 #PAGE OF A SL/V5 2, O rypf T/fiT . o ,,v 2SC* T v/ _ 2. Tf. V 7&MPH C n LL 40 ENGR nUAIt MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296- 1047 JOB#PAGE OF f X PROJECT. ENGR - DATE . MANNING ENGINEERING, INC. 41392 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 PAGE OF 3.0 £/ x 2.1 x v-- 25:4 17 .3/7 . 7 £I ' -7 PROJECT. ENGR - DATE - MANNING ENGINEERLXG, INC. 41892 ENTERPRISE CIRCLE SO., STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB*PAGE OF A -?/; 2 PROJECT. ENGR - DATEx _ MANNING ENGINEERING, INC. 41893 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 PAGE OF j A T£HAJi V PROJECT- ENGR - DATE\ . MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB*PAGE (1 OF /=• V e j-7,47 PROJECT. ENGR . DATE - MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO , STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB*PAGE "7 OF A"? LI in ll&f I/ ft At ir 7 5 x/6 PROJECT. ENGR - DATE MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO, STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula , CA 92590 Tel #(909)296-1044/fax# 296-1047 email mannmg@imet com Title LINE4@ROOF Job # Dsgnr Description Date 4/08/03 1 01 PM, 20 MAY 03 FastFrame 2-D Frame Analysis vsoe Page 1 Nodes... Node Node Coordinates Uabel X Y ft ft 1 0000 2 0000 3 0000 4 1 1 000 5 1 1 000 6 1 1 000 0000 8000 16000 16000 8000 0000 X Restraint Fixed Fixed Y Restraint Fixed Fixed 2 Restraint Node TempdegF 100 100 100 100 100 100 Member... Member Label Property Label , ^ A W14x99 B W14x99 C WUx99 D W14x99 E W14x99 F W14x99 Endpoint Nodes ode J Node 1 2 2 3 3 4 4 5 6 5 2 5 Member , EndLengthft x 8000 8000 11 000 8000 8000 11 000 Releases J End Releases Y 2 X Y Z Member Stress Check Data... Member Unbraced Lengths Label Lu.Z ft Lu . XY A 8000 B 8000 C 11 000 D 8000 E 8000 F 11000 Materials... Member Label Default Steel Youn ksi 1 29.00C 8000 8000 11 000 8000 8000 11 000 Slendemess Factors K . 2 K . XY 200 200 1 00 1 00 1 00 1 00 1 00 1 00 200 200 1 00 1 00 gs Density Therma kef in/100d 00 0 000 0 00000 00 0 490 0 00065 AISC Bending & Stability Factors Cm • Cb 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000 1 000 Yield ksi 0 1 00 0 3500 Section Sections... prop Label Croup Tag Default W14X99 W14x99 W14x99 W14X99 W14X99 W14x99 Material Default Steel Steel Steel Steel Steel Steel Area 1 000 m2 29 100 m2 29 100 m2 29 100 in2 T~ 29 100 m2 T~ 29 100 m2 T~ 29 100 m2 Depth Width 0000 in 0000 m 14160 in 14565m 14160 in 14565m 14160 m 14565m 14160 in 14565 m 14160 m 14565 m 14160 m 14565 m Tf Ixx Tw lyy 0 000 m 1 00 in4 0 000 in 0 00 in4 0780m 1,11000in4 0 485 m 402 00 in4 0780m 1,11000m4 0 485 in 402 00 m4 0780m 1, 11000 in4 0 485 m 402 00 in4 0780m 1,1100Qin4 0 485 in 402 00 in4 0780m 1,11000 m4 0 485 m 402 00 m4 0780m 1,11000 m4 0 485 in 402 00 m4 Node Loads.... Node Label 2 3 Concentrated Loads and Moments X Y Moment 5240k 11 290k #1 1 000 1 000 Load Case Factors #2 #3 #4 1 000 1 000 1 000 1 000 #5 (c) 1988-97 ENERCALC C \ENERCALC\DECK FFW V508 MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula , CA 92590 Tel #(909)296-1044/fax# 296-1047 email manning@nnet com Title LINE 4 ©ROOF Job # Dsgnr Description Date 4/08/03 1 01PM, 20MAY03 FastFrame 2-D Frame Analysis v508- page 2 Member Distributed Loads.... Member Load Magnitudes Load Exte"ts Load Label start Finish St*rt ftm*h Direction C -0 032 -0 032 K/fl 0 000 1 1 000 Global Y C -0217 -0217 K/ft 0000 11000 Global Y F -0112 -0071 k/ft 0000 11000 Global Y F -0388 -0388 k/ft 0000 11000 Global Y Load Case Factors #1 #2 #3 #4 #5 1 000 0 500 1 000 1 000 1 200 1 000 1 000 1 200 1 000 0 500 Load Combinations... Load Combination Stress Gravity Load Factors Load Combination Factors Description Increase x Y #1 #2 #3 #4 #5 DL 1 000 1 000 DL+LL 1 000 1 000 DL+LL+ST 1 000 2 800 Node Displacements & Reactions Node Label 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 6 Load Combination DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST Node Displacementsx Y z in m Radians 0 0 -000186 0 0 -000185 0 0-0 00521 014108 000210 -000068 014108 000184 -000070 039502 000541 -000193 020195 000265 -000033 020197 000236 -000033 0 56552 0 00683 -0 00093 0 201 02 -0 00330 -0 00030 020100 -000369 -000030 0 56284 -0 00983 -0 00083 0 1 4072 -0 00249 -0 00068 0 1 4072 -0 00275 -0 00066 039404 -000745 -000187 0 0 -000186 0 0 -000187 0 0 -000522 Node Reactions X Y Z k k k-ft -825636 -1849839 0 -807012 -1618839 0 -2285155 -4759027 0 000 000 000 000 000 000 000 000 000 000 000 000 -827364 21 89189 0 -845988 2420189 0 -23 43245 65 46043 0 Member End Forces... Member Label A A A B B B C C C D D D E E E F F F Load Combination DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST DL DL+LL DL+LL+ST Node " 1 " End Forces Axial Shear Moment k k ft-k -1849839 825636 0 -1618839 807012 0 -4759027 2285155 0 -A 76649 5 36284 1 1 63774 -4 59049 5 08907 9 93483 -1 2 43207 1 4 46407 29 741 46 5 9271 6 -4 76649 -31 26500 6 20093 -A 59049 -30 77772 1714793 -1243207 -8597107 715349 592716 3429490 7 32949 6 20093 34 7821 8 20 9451 9 171 4793 97 60389 2189189 827364 0 2420189 845988 0 65 46043 23 43245 0 234648 -1373190 -7768863 2 25895 -1 1 59790 -74 49579 6 28451 -35 1 5820 -21 2 55389 Node " J " End Forces Axial Shear Moment k k ft-k 1 8 49839 -8 25636 66 05089 1 6 1 8839 -8 0701 2 64 56096 4759027 -2285155 18281244 476649 -536284 3126500 4 59049 -5 08907 30 77772 1243207 -1446407 8597107 -5 9271 6 7 1 5349 -34 29490 -620093 732949 -3478218 -1 7 1 4793 20 9451 9 -97 60389 -715349 -592716 1312235 -7 32949 -6 20093 1 4 82527 -20 9451 9 -171 4793 39 57958 -21 891 89 -8 27364 66 1 891 2 -2420189 -845988 6767905 -65 46043 -23 43245 1 87 45956 -234648 1473840 -7931147 -2 25895 1 6 87240 -82 50431 -628451 4451524 -22703914 (c)1988-97 ENERCALC C \ENERCALC\DECK FFW V508 JOB*PAGE OF - AT C 723 F /= 4031 (L 8 11 11 PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 MANNING ENGINEERING 41392 Enterprise Cir So Ste E Temecula , CA 92590 Tel #(909}296-1044/fax# 296-1047 email manmng@i/net com 'ID Title LINE 4 @ROOF Job # Dsgnr Description Date 4/08/03 1 13PM, 20 MAY 03 FastFrame 2-D Frame Analysis V508 Page 1 Nodes... Node Label 1 2 3 4 5 6 Mode Coordinates X Y ft ft 0000 0000 0000 12000 12000 12000 0000 8000 16000 16000 8000 0000 X Restraint Fixed Fixed Y Restraint Fixed Fixed Node Z Restraint Temp degf 100 100 100 100 100 100 Member... Member Label A B C D E F Property Label W12x65 W12x65 W12x65 W12X65 W12X65 W12x65 Endpoint Nodes Member• 11 j .... Length1 Node j Node n 1 2 8000 2 3 8000 3 4 12000 4 5 8000 6 5 8 000 2 5 12000 1 End Releases i J End Releases X Y Z X Y Z Member Stress Check Data... Member Label A B C D E F Unbraced Lengths Slenderness Factors A|SC Bending 4 Stab.Iity Factors Lu;Z ft Lu-.XY K Z K:XY Cm Cb 8000 8000 12000 8000 8000 12000 8000 200 8000 1 00 12000 I 100 8000 1 00 8000 200 12000 1 00 Materials. Member Label Default Steel Youngs Density ksi kef 1 00 0000 29,000 00 0 490 2 00 1 000 1 000 1 00 1 000 1 000 1 00 1 000 1 000 1 00 1 000 1 000 2 00 1 000 1 000 1 00 1 000 1 000 Thermal in/100d 0000000 0000650 Yield ksi 1 00 3500 Section Sections... prop Label Group Tag Default W12x65 W12X65 W12x65 W12x65 W12X65 W12x65 Material Default Steel Steel Steel Steel Steel Steel Area 1 000 in2 19 100 m2 19100 m2 19100 m2 19100 in2 19100 in2 19100 in2 Depth Width 0000 in 0000 m 12120 in 12000 m 12120m 12000 m 12120m 12000 m 12120 in 12000 m 12120 in 12000 m 12120 in 12000 m Tf Tw 0000 in 0000 in 0605in 0390m 0 606 in 0390 m 0 606 m 0 390 m 0 606 in 0 390 m 0 606 in 0 390 in 0606 in 0 390 in Ixx lyy 100m4 000 m4 533 00 in4 17400 m4 533 00 m4 17500 m4 533 00 m4 17500 m4 533 00 m4 17500 m4 533 00 m4 17500 m4 533 00 m4 17500 m4 Node Loads.... Node Label 2 3 Concentrated Loads and Moments X Y Moment 1 870k 4030k #1 1 000 1 000 Load Case Factors #2 #3 #4 1 000 1 000 1 000 1 000 #5 (c) 1988-97 ENERCALC C \ENERCALC\DECK FFW V508 MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula , CA 92590 Tel #(909)296-1044/fax# 296-1047 email manning@nnet com Title LlNE4@ROOF Job # Dsgnr Description Date 4/08/03 1 13PM, 20 MAY 03 FastFrame 2-D Frame Analysis v508- page 2 Member Distributed Loads.... Member Load Magnitudes Load Extents Load Label Start Start FinishFinish ,, ,, Direction C -0064 -0064 k/ft 0000 12000 Global Y C -0131 -0181 k/ft 0000 12000 GlobatY F -0323 -0323 k/ft 0000 12000 Global Y F -0224 -0224 k/ft 0000 12000 Global Y Load Case Factors #1 #2 #3 #4 #5 1 000 0 500 1 000 1 000 1 200 1 000 1 000 1 200 1 000 0 500 Load Combinations... Load Combination Description DL DULL DL+LL+ST Stress Gravity Load Factors Load Combination Factors Increase x Y #1 #2 #3 #4 #5 1 000 1 000 \ 000 1 000 1 000 2800 Node Displacements & Reactions Node Label 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 6 Load Combination OL DL+LL DL+LL+ST DL DL+LL DL+U+ST DL DL+LL DL+L-L+ST DL DL+LL DL+U-+ST DL DL+LL DL+U+ST DL DL+LL DL+L-L+ST Node Displacements X Y Z m in Radians 0 0 -000140 0 0 -000139 0 0-0 00389 010756 000062 -000057 0 1 0755 0 00032 -0 00059 030113 000103 -000163 0 15471 0 00078 -0 00026 0 1 5474 0 00041 -0 00027 043326 000127 -000076 0 15406 -0 00220 -0 00022 015402 -000257 -000022 0 431 28 -0 00709 -0 00061 010741 -000167 -000050 0 1 0742 -0 001 97 -0 00048 030079 -000539 -000135 0 0 -000143 0 0 -000144 0 0 -000402 Node Reactions X Y Z k k k-ft -279475 -359600 0 -2 67422 -1 86800 0 -756947 -595616 0 000 000 000 000 000 000 000 000 000 000 000 000 -310525 964400 0 -3 22578 1 1 37200 0 -895053 31 11584 0 Member End Forces... Member Label A A A B B B C C C D D D E E E F F F Load Combination DL DL+LL DL+LL+ST DL DL+LL DL+lL+ST DL DL+LLDL+L.L+ST DL DL+LL DL+U-+ST DL DL+LL DL+LL+ST DL DL+LL DL+L-L+ST Node " 1 " End Forces Axial Shear Moment k k ft-k -3 59600 2 79475 0 -1 86800 2 67422 0 -595616 756947 0 -090574 153284 210232 -052174 127991 080384 -1 39032 3 66499 2 89995 249716 -090574 -1016040 275009 -052174 -943540 7 61 901 -1 39032 -26 41 995 3 07774 2 4971 6 1 3 74049 346174 275009 1446549 976344 761901 4050255 964400 310525 0 1 1 37200 3 22578 0 31 11584 895053 0 0 60809 -2 69026 -24 46029 0 47568 -1 34626 -22 19762 1 331 52 -4 56585 -63 45567 Node " J " End Forces Axial Shear Moment k k ft-k 3 59600 -2 79475 22 35798 1 86800 -2 67422 21 39378 5 9561 6 -7 56947 60 55573 0 90574 -1 53284 1 0 1 6040 052174 -127991 943540 1 39032 -3 66499 26 41 995 -2 4971 6 3 07774 -1 3 74049 -275009 346174 -1446549 -7 61 901 9 76344 -40 50255 -307774 -249716 623679 -346174 -275009 753526 -976344 -761901 2044955 .9 64400 -3 10525 24 84203 -1 1 37200 -3 22578 25 80622 -31 11584 -895053 71 60427 -0 60809 6 56626 -31 07881 -0 47568 7 91 026 -33 341 49 -133152 2135241 -9205383 (0)1988-97 ENERCALC C \ENERCALC\DECK FFW V508 JOB*PAGE OF * MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO , STE. E TEMECUU, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB*PAGE OF L I L f =r PROJECT, ENGR - DATE _ MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE /£? OF 3 ]/ 3 T/C PROJECT. ENGR - DATE . MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO., STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 CBC SHEARWALL AND CONNECTIONS HARK A A A A A A A A A V (allowable) 100 PLF ISO PLF 175 PLF 180 PLF 280 PLF 430 PLF 550 PLF 730 PLF 870 PLF MATERIAL GYPSUM WALLBOARD 1/2" 5d COOLER NAILS AT 7" 0 C BN. EN & FN UNBLOCKED ON STUDS 16" OC GYPSUM WALLBOARD 1/2" 5d COOLER NAILS AT 4" 0 C BN. EN St FN UNBLOCKED ON STUDS 16" OC GYPSUM WALLBOARD 5/8" 6d COOLER NAILS AT 4" 0 C RN, F!N * FN RT.OCVTffi ON STUDS 16" OC 7/8" PORTLAND CEMENT PLASTER ON EXPANDED METAL OR WOVEN WIRE LATH WITH 11 GAUGE 1-1/2" LONG. 7/16" HEAD OR NO GAUGE STAPLE 7/8" LEGS AT 16" 0 C BN. EN it FN ON STUDS 16" OC 3/8" WOOD STRUCTURAL 8d - 6" 0 C EN, 13" 0 C FN 2x STUDS 16" O.C BLOCKED 3/8" WOOD STRUCTURAL PANEL 8d - 4" OC FN INTERMEDIATE STUDS 2x AT EDGE NAILING TO ABUTTING PANELS 3x STUDS REQUIRED FRAUTNR 16" OC BT.OCKRT) 3/8" WOOD STRUCTURAL PANEL 3d - 3" OC EN 12" OC FN INTERMEDIATE STUDS 2x AT EDGE NAILING TO ABUTTING PANELS 3i STUDS REQUIRED FRAMTNfi 16" OC RACKED 3/8" WOOD STRUCTURAL PANEL 8d - 2" OC EN 12" OC FN INTERMEDIATE STUDS 2x AT EDGE NAILING TO ABUTTING PANELS 3x STUDS REQUIRED FRAMING 16" 0 C BLOCKED 15/32" WOOD STRUCTURAL PANEL 10d - 2" OC EN 12" OC FN INTERMEDIATE STUDS 2i AT EDGE NAILING TO ABUTTING PANELS 3x STUDS REQUIRED FRAMING 16" Of! Rl.pC.KRT) TOP PLATE CONNECTION A 35F - 48" 0 C SEE NOTE #3 A 35F - 32" 0 C SEE NOTE #3 A 35F - 32" OC SEE NOTE #3 A 35F - 32" 0 C SEE NOTE #3 A 35F - 16" OC A 35F - 12" 0 C A 35F - 8" OC A 35F - 6" OC A 35F - 6" 0 C SILL PLATE CONNECTION 16d - 8" OC 16d - 8" OC 16d - 8" OC 16d - 8" OC 16d - 6" OC 3x SELL 3/8" tf i 6" LAG SCREW AT 8" OC 3= SILL 3/8" tf x 7" LAG SCREW AT 6" OC 3x SILL 3/8" X * 7" LAG SCREW AT 6" OC 3x SILL 3x BLOCKING/ RIM JOIST 3/8" tf iT LAG SCREW AT 4" OC 1 ALL PLYWOOD FOR SHEAR TO BE STRUCTURAL 1 2 ALL GYPSUM TO BE REDUCED 50% IN SEISMIC ZONE 3 AND 4 3 ALL BLOCKING TO HAVE ONE A35 MINIMUM. UNO 4 NOTE SEE STANDARD DETAILS SW1 AND SW2 FOR CONNECTION, UNO JOB#PAGE \l» OF 1<)97__TJBC SILL BOLTING MARK © © ® ® ® ® © ® V (allowable) 150 PLF 225 PLF 350 PLF 560 PLF 840 PLF 1120 PLF 1610 PLF 1970 PLF SILL AND BOLTING 2x PRESSURE TREATED 5/8" X 14" ANCHOR BOLTS AT 48" 0 C 2r PRESSURE TREATED 5/8" X 14" ANCHOR BOLTS AT 32" OC 2i PRESSURE TREATED 5/8" X 14" ANCHOR BOLTS AT 24" OC 3r PRESSURE TREATED 5/8" X 14" ANCHOR BOLTS AT 24" OC 3x PRESSURE TREATED 5/3" X 14" ANCHOR BOLTS AT 16" 0 C 3x PRESSURE TREATED 5/8" X 1*" ANCHOR BOLTS AT 12" OC 3x PRESSURE TREATED 3/4" X 14" ANCHOR BOLTS AT 12" 0 C 3x PRESSURE TREATED 7/8" X I*" ANCHOR BOLTS AT 12" 0 C 1998 CBC STLL BOLTTNG 1 BOLTS TO BE EMBEDDED A MINIMUlt OF 7" INTO FIRST POUR ON TWO POUR SYSTEMS 2 BOLTS AT CONCRETE CURBS'TO BE EMBEDDED 7" MINIMUM INTO POUR EXCLUDING CURBS 3 ALL BOLTS FOR (T) THRU (?) TO HAVE 2 s 2 x 3/16" PLATE WASHER 4 BOLTS (?) AND (§) TO HAVE 3 X 3 * 3/16" PLATE WASHER ROOF or FLOOR (ROOF SHOWN) SINGLE SHEAR DOUBLE SHEAR - SOUP BLOCK A35F EACH SIDE PER SHEAR SCHEDULE (SW-1) TOP PLATE CONNECTION TYPICAL UNO -SILL and SILL CONNECTIONPER SCHEDULE -BN BLOCKING or RIM JOIST -TOP PLATE (SEE SW-i) <3 fSW-2) SILL CONNECTION - RAISED FLOOR TYPICAL UNO PROJECT, ENGR _ DATE _ MANNING ENGINEERING, INC, 41892 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 MANNING ENGINEERING 41892 Enterprise Cir. So Ste E Temecula, CA. 92590 phone (909)296-1044 fax (909)296-1047 TrtP Dsgnr Description Scope: Job# Date 451PM, 31 MAR 03 Page 1 a \rorbcT ecw CaJcuiaDomTimber Beam & Joist Description RHD1-RHD7 Timber Member Information Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data m in ft psi psi ksi RHDl 4x6 3500 5500 000 1,0000 950 1,7000 1 250 Sawn No Span ft Dead Load " Live Load #/ft #/ft RHD2 4x6 3500 5500 000 1,0000 950 1,7000 1 250 Sawn No 500 500 34600 18400 Results Ratio = 0 71 64 Mmax @ Center in-k @X = ft Actual Fb Allowable fv Actual Fv Allowable ft psi psi psi psi 1987 250 1,1263 1,6250 Bending OK 851 1188Shear OK 181 00 6400 Calculations are designed to 1997 NDS and 1997 UBC Requirements RHD3 4x6 3500 5500 000 1,0000 950 1,7000 1 250 Sawn No BHD4 4x6 3500 5500 000 1,0000 950 1,7000 1250 Sawn No RHD5 4x6 3500 5500 000 1,0000 950 1,7000 1250 Sawn No 2 00 2 00 2 00 18100 6400 03312 00875 919 1 47 250 5207 1,6250Boding OK 393 1188Shear OK 1 00 833 1 ,625 0Bending OK 104 1168Shear OK 34600 18400 • 31300 16000 01892 01688 318 284 1 00 1802 1,6250Sending OK 225 1188Shear OK 1 00 1608 1,6250Bending OK 201 1188Shear OK RHD6 4x6 3500 5500 000 1 ,000 0 950 1,7000 1 250 Sawn No 300 18100 6400 01678 331 1 50 1874 1,6250 Bending OK 199 1188Shear OK RHD7 4*6 3500 5500 000 1,0000 950 1,7000 1 250 Sawn No 200 31300 16000 01688 284 1 00 1608 1,6250Bending OK 201 1188Shear OK Reactions @ Left End DL Ibs LL Max DL+LL @ Right End DL LL Max DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio Ibs Ibs tbs Ibs Ibs 86500 46000 1 ,325 00 86500 46000 1,32500 in in in ft -0059 1,0173 -0031 1,9130 -0090 2500 6641 45250 16000 61250 45250 16000 61250 -0031 1,9447 -0011 5,4998 -0042 2500 1,4367 181 00 6400 24500 181 00 6400 24500 -0001 30,3854 -0000 85,9338 -0001 1000 22,4480 34600 18400 53000 34600 18400 53000 -0002 15,8953 -0001 29,8900 -0002 1000 10,3769 31300 16000 47300 31300 16000 47300 -0001 17,571 1 -0001 34,3735 -0002 1000 1 1 ,627 4 27150 9600 36750 27150 9600 36750 -0004 9,0031 -0001 25,461 9 -0005 1500 6,651 3 31300 16000 47300 31300 16000 47300 -0001 17,571 1 -0001 34,373 5 -0002 1000 1 1 ,627 4 MANNING ENGINEERING Title 6x12 6x12 Job# 41892 Enterpr.se C.r. So Stc E Dsgnr Date. 451PM, 31 MAR 03r Descnption ,Temecula, CA 92590 phone:(909)296-1044 Scope fax. (909)296-1 047 Sev S 10300 — BsssaBraswwi^^ Description » wton Timber Beam & Joist page 1i imuei DKdiii a jui5»i a Vroifter ccw Calculatlons RBtwram»WR#[ttft&^^ RAFTERS Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status in in ft psi psi ksi RR@24"OC 2x8 1 500 7250 000 1 ,000 0 850 1 ,600 0 1250 Sawn No Center Span Data Span Dead Load Live Load Cantilever Span Span Uniform Dead Load Uniform Live Load Results Mmax @ Center Mmax @ Cantilever fb Actual Fb Allowable fv Actual Fv Allowable Reactions @ Left End DL LL Max DL+LL @ Right End DL LL Max DL+LL Deflections ft #/ft 1300 4400 3200 ft #/ft #/ft Ratio = 0 9774 m-k ft in-k psi psi psi psi 1927 650 000 1,4661 1,5000Bending OK 621 1063Shear OK Ibs Ibs Ibs Ibs Ibs Ibs 28600 20800 49400 28600 20800 49400 WMWHMWWHMtUHbMWt^^ Center DL Defl in L/Defl Ratio Center LL Defl in L/Defl Ratio Center Total Defl in Location ft L/Defl Ratio Cantilever DL Defl in Cantilever LL Defl in Total Cant Defl in L/Defl Ratio -0371 4205 -0270 5782 -0641 6500 2435 ' C i _ u MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula, CA. 92590 phone.(909)296-1044 fax.(909)296-l047 Tit"* " " Dsynr Description. Scope Date Jobff 4 48PM, 31 MAR 03 Rev 110300Utet KW-OOOflJ Vail 1 22 I(c> 19K 99 ENHSCALC Page 1 a \rorher ecw CalculationsTimber Beam & Joist Description FHD1-FHD7 Timber Member Information Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data »M««»S«»UMWS«3«liJ«mW^ Span Dead Load Live Load Results in in ft psi psi ksi FHDl 4x8 3500 7250 000 1,0000 950 1,7000 1 000 Sawn No ft #/ft #/ft FHD2 4x6 3500 5500 000 1,0000 950 1,7000 1 000 Sawn No Calculations are designed to 1997 NDS and 1997 UBC Requirements FHD3 4x8 3500 7250 000 1 ,000 0 950 1 ,700 0 1 000 Sawn No FHD4 4x6 3500 5500 000 1,0000 950 1,7000 1000 Sawn No 400 250 500 300 42900 21400 Ratio = 0 5633 Mmax @ Center m-k @X = fb Actual Fb Allowable fv Actual Reactions @ Left End DL LL Max DL+LL @ Right End DU LL Max DL+LL Deflections Center DL Defl L/Defl Ratio Center LL Deft L/Deft Ratio Center Total Defl Location L/Defl Ratio ft psi psi psi 1543 200 5033 1 ,200 0 Bending OK 535 950Shear OK 42900 21400 04219 603 125 3416 1,3000 Beading OK 401 950SbcarOK Ibs Ibs Ibs Ibs Ibs Ibs 858 00 536 25 42800 1 ,286 00 85800 42800 1 ,286 00 in in in ft 26750 80375 53625 26750 80375 32300 22400 06467 2051 250 6690 1,2000Bending OK 61 4 950Shear OK 42900 21400 05506 868 150 491 9 1,3000Bending OK 523 950Shear OK FHDS 4x10 3500 9250 000 1,0000 950 1,7000 1 000 Sawn No 600 49800 38400 fMXf 4x14 3500 13250 000 1 ,000 0 950 1,7000 1000 Sawn No 650 40700 69700 09601 08112 47 63 69 97 300 9542 1,2000 Bending OK 912 950Shear OK 80750 64350 1,49400 56000 1,36750 80750 56000 1 ,367 50 -0013 -0005 -0024 3,670 5 -0007 7,3581 -0020 2000 2,4489 6,5638 -0002 13,1583 -0007 1250 4,379 3 2,4960 -0017 3,599 2 -0041 2500 1,4739 321 00 96450 64350 321 00 96450 1,15200 2,64600 1,49400 1,15200 2,64600 325 6832 1,0000 Bending OK 771 950Shear OK IHD7 4x8 3500 7250 000 1 ,000 0 950 1 ,700 0 1000 Sawn No ! 600 "18200 22000 06003 2171 300 7080 1,2000 Bending OK 570 950Shear OK 1 ,322 75 546 00 2,265 25 3,58800 1 ,322 75 2,266 25 3,58800 -0009 -0037 -0014 3,798 5 -0005 7,614 8 -0014 1 500 2,5343 1,9458 -0029 2,5234 -0066 3000 1 ,098 6 5,5038 -0024 3,213 8 -0038 3250 2,0290 66000 1 ,206 00 54600 66000 1,20600 -0028 2,5635 -0034 2,1207 -0062 3000 1,1606 MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula, CA 92590 phone.(909)296-1044 fax (909)296-1047 Title *•*• Dsgnr Description - Scope Date Job# 448PM, 31 MAR 03 Page 1 a \roiiier ccw CalculationsTimber Beam & Joist Description FHD8-BM1-BM6 Timber Member Information Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Jt»M«*»W*MM«MM»KWM»)«iSW Span Dead Load Uve Load Point #1 DL LL@x Results WttlHHMHfltttt&ftKARt^^ Mmax @ Center@x = fb Actual Fb Allowable fv Actual Fv Allowable in in ft psi psi ksi FHD8 4x6 3500 5500 000 1,0000 950 1,7000 1 000 Sawn No BMl 4x8 3500 7250 000 1,0000 950 1,7000 1 000 Sawn No Calculations are designed to 1997 NDS and 1997 UBC DM2 4x8 3500 7250 000 1,0000 950 1,7000 1 000 Sawn No BM3 6x12 5500 11 500 000 1,3500 850 1,6000 1 000 Sawn No BM4 6x12 5500 11 500 000 1,3500 850 1,6000 1000 Sawn No <<>HsKwra>>rarara'>H'<>>xwH4'. BM5 5 125x12 0 5125 12000 000 2,4000 1650 1,8000 1 000 GluLam No Requirements f$WN$KKKWQttVf3&SSS5SSS&Ht$R BM6 8.75x18 0 8750 18000 000 2,4000 1650 1,8000 1 000 GluLam No I PWW&HOEgX ' ' L'"-L -jj— j * L.-.....-.J ft #/ft #fft Ibs Ibs ft wJJJJJUPPMMMMQMMQocm 250 400 11600 f9400 Ratio = 0 2034 m-k ft psi psi psi psi 19600 33000 04608 400 ' 24500 60000 07403 syB&SB9**6&m&ttMyKtt 700 42700 69600 07983 tWK**»SO**S*«W>i*«K 900 17500 50000 06712 1400 17500 50000 06723 »»M««B»M«»6g6iSKflt(i.»OM»M«0^^ 291 1262 2028 8254 8201 19845 125 1647 1,3000Bending OK 193 950Shear OK Reactions •""""^"JiffE*^^ @ Left End DL tbs LL Max DL+LL @ Right End DL LL Max DL+LL Deflections Center DL Defl L/Defl Ratio^ Center LL Defl" L/Defl Ratio Center Total Defl Location L/Defl Ratio Ibs IDS Ibs Ibs Ibs tjQMOMQftwhrvreamaajsaM 14500 24250 38750 14500 24250 38750 200 411 7 1,2000 Bending OK 438 950Shear OK 200 6614 1,2000 Bending OK 703 950Shew OK 350 6809 1,3500 Bending OK 679 BSDShear OK 450 6765 1,3500 Bending OK 571 850Shear OK 700 1,6134 2,4000Bending OS 996 1650Shear OK yy^tyfpyfffts^ffyfa^J^asayyaaasKAavi 2500 6330 5330 2,01300 5,75000 14500 06643 jaEBBBKBSSBbRa^ 67383 1450 1,4261 2,1468Bending OK 551 1650Shear OK rawMMOWBPPQpp^^ 39200 49000 1,49450 78750 1,22500 1,63671 66000 1,05200 39200 66000 1,05200 1,20000 1,69000 49000 1,20000 1,69000 in in in ft -0001 24,274 8 -0002 14,5148 -0003 1 250 9,0835 2,43600 3,930 50 1,49450 2,436 00 3,93050 2,250 00 3,037 50 78750 2,250 00 3,037 50 WWCKKHHKWHHOroMMMCMfHHKaKKKRaWMOMO^^ -0006 -0007 -0021 -0023 8,0338 -0010 4,771 6 -0016 2000 2,993 6 6,427 1 -0018 2,624 4 -0026 2000 1,8635 4,061 5 -0034 2,4917 -0054 3500 1,5443 4,6627 -0066 1 ,632 0 -0089 4500 1,2089 3,50000 4,72500 1,22500 3,50000 4,72500 -0114 1 ,475 4 -0325 5164 -0439 7000 3825 3,081 25 4,71796 1,95879 4,001 25 5,96004 tjHQCHHQHlMt4fl&!l6K'OQlXC3HiH^ -0216 1,391 9 -0469 6390 -0685 13000 4380 MANNING ENGINEERING 41892 Enterprise Cir So Ste. E Temecula, CA. 92590 phone (909)296-1044 fax (909)296-1047 B« iimttjUtcr KW QOOPIS Va S I 3 22 7m 1999 Win32 (cl 1985-99 BNSRCALC xa&ia!a«eii!S#sfts&swM&SKt8t$ssea>aasi» Description )««0«»OKtt««Q«KOTWWWUOWCp(»OC«K BM7/BM6 Title .. Jotiff / Dsgnr: Date 443PM, 31 MAR 03 Description Scope: Timber Beam & Joist a Xrortier ccw ^Jw \ BW>M*oi]«titfS&t5»b^^^ Timber Member Information XHi™™OMR^^ Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Point #1 DL LL @X Point #2 DL LL@x Point #3 DL LL @X Point #4 DL LL @X Results Mmax @ Center@x = fb Actual Fb Allowable fv Actual Fv Allowable Reactions — saSBSKE5SaS3$3KSsSS35353iSS3S @ Left End DL LL Max DL+LL @ Right End DL LL Max DL+LL Deflections Center DL Defl UDefl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in ft psi psi ksi BM7 5 125x18 0 5125 18000 000 2,4000 1650 1,8000 1 000 GluLamNo awasaas^S ft #/ft ftft Ibs Ibs ft Ibs Ibs ft Ibs Ibs ft Ibs Ibs ft SiHjiSJsaasasMiSSBWB 1750 29400 40800 1,63700 3,081 00 3000 Ratio = 0 8889 m-k ft psi psi psi psi 41299 763 1,4923 2,3470 Bending OK 1467 1650Shear OK Ibs Ibs Ibs Ibs Ibs Ibs 3,928 87 6,12283 10051 70 2,85313 4,09817 6,951 30 JS53BH5555HH1 ~ in in in ft -0173 1,2116 -0258 8143 -0431 8470 4870 BM6 CASE1 8 75x18 0 8750 18000 000 2,4000 1650 1 ,800 0 1 330 GluLam No s&*s4H4oiS£RiHiHiEH 2500 7600 2700 2,076 00 *" ^'» 6000 -2,076 00 fv — 10000 2,076 00" ~ 12500 4,08900 5,75000 14500 06687 90210 1450 1,9092 2,8553 Bending OK 71 9 2195Shear OK aj&a£l£9ftT999££]£&£]9ffi&Bl 4,037 54 2,752 96 6,79050 4,027 46 3,672 78 7,700 24 -0487 6158 -0439 6827 -0926 12900 3238 XK»WOW»e«Hm»MOWOM«MM«WMWC«»W»0»^ Calculations are designed to 1997 NDS and 1997 UBC Requirements CASEl 8 75x18 0 8750 18000 000 2,4000 1650 1,8000 1330 GluLam No aM^MMiMamiMmaaBMMmHj™™^^ 2500 7600 2700 -2,076 00r 6000 2,076 00 i ~ 10000 -2,076 00c^~ 12500 4,08900 5,75000 14500 05368 72422 1450 1,5328 2,8553 Bending OK 584 2195Shear OK fcjjgj*Sjffii&^^^ 1,29722 2,752 96 4,05018 2,61578 3,672 78 6,28856 ^MflMJRiJTSTH^FJ^HfrHfrM^^lH^^ -0268 1,1183 -0439 6827 -0708 13100 4240 MANNING ENGINEERING 41892 Enterprise Cir. So Ste E Temecula, CA 92590 phone (909)296-1044 fax.(909)296-1047 fer SM300 _. Uier KWOW291J Veril J 22 1m 19W WtaK TllTir fc) 19K3 W ENERCALC fc WWWRBWWWNSBDWftfW^ Description BM6 Timber Member Information Timber Section Beam Width in Beam Depth tn Le Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status BM6CASE2 8 75x18 0 8750 18000 000 2,4000 1650 1,8000 1 330 GluLam No Title. .- Job# Dsgnr Date 4 48PM, 31 MAR 03 Description Scope >er Beam & Joist . . r pf9f, 1 a \roracr ccw Calculations | awsasssHflfrss^^ Calculations are designed to 1997 NDS and 1997 UBC Requirements CASE2 8 75x18 0 8750 18000 000 2,4000 1650 1 ,800 0 1330 GluLam No Center Span Data — ^^^Ml^Ml»^^!«MM3H»m33H8^^^ ~" ~~~ Span ft Dead Load #/ft Live Load #/ft Point #1 DL Ibs LL Ibs @X ft Point #2 DL Ibs LL Ibs @X ft Point #3 DL Ibs LL Ibs @X ft Point #4 DL Ibs LL Ibs @X ft HHMM»*»»»«^agliS»M»Ka»Mt^^ 2500 5700 2,076 00 6000 -2,076 00 10000 2,076 00 C.,5 12500 4,08900 5,75000 14500 Results Ratio = 0 6375 Mmax @ Center in-k @X= ft fb Actual psi Fb Allowable psi fv Actual psi Fv Allowable psi 86008 1450 1,8203 2,8553Bending OK 670 2195Shear OK ™™™™»™»»™a™™g^^ 2500 5700 -2,07* 00- 6000 2,076 00 10vXX) -2,076 00 12 -;VJ 4,08900 5,75000 145CO 05057 ! 68220 1450 1,4438 2,8553Bending OK 536 2195Shear OK Reactions — JMaMMHa^aysaaBE^^ @ Left End ' DL Ibs LL Ibs Max DL+LL Ibs @ Right End DL Ibs LL Ibs Max DL+LL Ibs esfseawssxmsssssasss^ 3,800 04 2,41547 6,21550 3,789 96 3,335 29 7,12524 sssswjissasaKBjasaissssj^^ 1,05972 2,41547 3,47518 2,378 28 3,33529 5,71356 Deflections — J5BTBSH5BH«WW5HM!^M«««WWf»^ ' Center DL Deft in L/Defl Ratio Center LL Defl in L/Defl Ratio Center Total Defl in Location fl UDefl Ratio BB»?OM»t»W»W»H«««WM3»»MW»»»»HM«l -0465 6447 -0408 7344 -0874 12900 3434 -0247 1,2168 -0408 7344 -0655 13200 4580 JOB#PAGE OF +I'S^ 22 f4(l7)tz9 - t 3(3 Vlif- 4/C, 4 PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO , STE. E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB#PAGE OF 13 $0i W/-L Ik ^ 32 4 5 A. v / 4(la)tlc([^)f Rz A PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB*PAGE OF \° Wa 3V. PROJECT. ENGR _ DATE MANNING EN 41892 ENTERPRISE CIRCLE SO TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 INEERING, INC. STE E JOB#PAGE OF l^)fjlVa(io)]z X* r PI - k PDL DL fiLL PROJECT. ENGR - DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO , STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 JOB #PAGE OF PROJECT. ENGR _ DATE MANNING ENGINEERING, INC. 41892 ENTERPRISE CIRCLE SO, STE E TEMECULA, CALIFORNIA 92590 PHONE 909-296-1044 FAX 909-296-1047 MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula, CA 92590 phone:{909)296-1044 fax.(909)296-1047 Rev }|MOO (Jier K* 0602915 Vet 3 1 } 21 Jin I »9 WinJl (c) 1<W » EfJERCALC— tjasBSHSSRwassswassasaas^^ Description BM3 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Title • - Dsgnr Description Scope Square Footing Design Job # A-^l Date 518PM, 31 MAR 03 Page 1 a \rorhcr ccw Calculations Calculations are designed to ACI 318-35 and 1997 UBC Requirements 1 500 k Footing Dimension 2 400 k Thickness 0 000 k # of Bars 4 Bar Size 0 000 psf Rebar Cover 14500pcf fc Fy 1000 4 00 in Allowable Soil Bearing 2500ft 1800m 2 5 3000 2,500 0 psi 40,000 0 psi 1 ,000 00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 14688 in As to USE per foot of Width 20Q/Fy 0 0050 Total As Req'd As Req'd by Analysis 00000m2 Mm Allow % Remf Mm Remf % to Req'd 0 001 4 % 0 247 m2 0 617 m2 00014 wmimMssmsimmmmmiisais&i I Summary 2 50n square x 18 Om thick with Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn " Phi Capacity 2- #5 bars 841 50 psf 1,00000 psf 841 50 psf 1 ,000 00 psf 0 76 k-ft 1078k-ft Vu Actual One-Way Vn'Phi Allow One-Way Vu Actual Two-Way Vn'Phi Allow Two-Way Alternate Rebar Selections 4 #4's 2 #5"s 2 #7s 1 #8's Footing Q 00 psi 8500 psi 451 psi 1 70 00 psi OK 2 #ffs 1 #9's 1 #1fJs MANNING ENGINEERING 41892 Enterprise Cir So Ste. E Temecula, CA 92590 phone (909)296-1044 fax (909)296-1047 Title Dsgnr Description Scope Job** Date. 518PM, 31 MAR 03 Rev 3I030O UKT KW-Q602915 J 1 3 21 Jin-lW Win32 Square Footing Design Page 1 a Vrortier ccw Calculations Description BM5 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL A ST Loads Combine Load Duration Factor Column Dimension Reinforcing Calculations are designed to AC) 318-95 and 1997 UBC Requirements ' 1230k 3500k OOOQk 4 0000 psf 14500pcf 1000 400m Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy Allowable Soil Bearing TOjBEpminaaBiMaMaMMM^ 2500ft 1800m 2 5 3000 2,500 0 psi 40,000 0 psi 1 ,000 00 psf flramvwmvww1™""™^ Rebar Requirement Actual Rebar "d" depth used 200/Fy AS Req'd by Analysis Win Remf % to Req'd 14688m 00050 00001 in2 00014% As to USE per foot of Width Total As Req'd Mm Allow % Remf 0 247 in2 0617in2 00014 |&38i$Ki&!!!!3{ijMt^^ . .._ 2 50ft square x 18 Om thick with Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity 2- #5 bars 974 30 psf 1 ,000 00 psf 974 30 psf 1,00000 psf 090 k-ft 1078k-ft Vu Actual One-Way Vn*Phi Allow One-Way Vu Actual Two-Way Vn'Phi Allow Two-Way Alternate Rebar Selections 4 #4's 2 #5's 2 #7*s 1 #8*5 Footing OK 000 psi 8500 psi 534 psi 17000 psi 2 tfffs 1 #9-s 1 #tO-s MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula, CA 92590 phone (909)296-1044 fax (909)296-1047 Rev 310300 Via KW.WB91J Va3 1 3 Z*Jm-]9» Win32(C) 198J-W ENEHCALC *— wtMKKWtonn^^ Description BM6 ??> General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Title Dsgnr: Description Scope- Square Footing Design Job# -* Date 518PM, 31 MAR 03 Page 1 | a \rorter ecw CalculationsBa«»«iaagai»BB»ia^^ Calculations are designed to ACI 318-95 and 1997 UBC Requirements 2000k 4000k oooofc 4 0000 psf 14500pcf 1 000 400rn Footing Dimension Thickness # of Bars Bar Size Rebar Cover re Fy Allowable Soil Bearing 3000ft 1800 in 3 5 3000 2,500 0 psi 40,000 0 psi 1, 000 00 psf Reinforcing Rebar Requirement Actual Rebar "d" depth used 1 4 688 in 200/Fy 0 0050 As Req'd by Analysis 0 0002 in2 Mm Remf % to Req'd 0 0014 % As to USE per foot of Width Total As Req'd Mm Allow % Remf 0 247 in2 0 740 in2 00014 I summary | ftfa»»IHSB«MMMMMKg^^ 3 00ft square x 18 Om thick with Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity 3- #5 bars 88417 psf 1 ,000 00 psf 884 17 psf 1 ,000 00 psf 122 k-ft 1343 k-ft Vu Actual One-Way Vn'Phi Allow One-Way Vu Actual Two-Way Vn'Phi Allow Two-Way Alternate Rebar Selections 4 #4's 3 #5's 2 »Ts 1 #8's Footing 085 psi 8500 psi 821 psi 17000 psi OK 2 SB's 1 #9's 1 #10's MANNING ENGINEERING 41892 Enterprise Cir So Ste E Temecula, CA 92590 Phone:(909)296-1044 fax (909)296-1047 Rev *10300 Una- KW-OW1913 VaJ 1 3 22JID-I9*1 WtaB (c) 1983 99 SNBHCALC Description 0M7,2&1 F4 General Information Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Min Remf % to Req'd Title Dsgnr Description Scope . Square Footing Design s»s»»Baamismaag«^^ Job# Date 518PM, 31 MAR 03 Page 1 a \roriier ecw Calculations Calculations are designed to ACl 318-95 and 1997 UBC Requirements 3 730 k Footing Dimension 6 000 k Thickness 0 000 k tf of Bars 4 Bar Size 0000 psf Rebar Cover 14500pcf fc 1 000 4 00 in Allowable Soil Bearing 4000ft 1800m 4 5 3000 2,500 0 psi 40,000 0 psi 1 ,000 00 psf 14 688 in As to USE per toot of Width 0 247 m2 00050 Total As Req'd - 0 987 in2 0 0003 m2 Mm Allow % Remf 0 001 4 00014 % ! Summary | 4 00ft square x 18 Om thick with Max Static Soil pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity 4- #5 bars 825 62 psf 1,000 00 psf 825 62 psf 1 ,000 00 psf 213k-ft 1343 k-ft Vu Actual One-Way Vn'Phi Allow One-Way Vu Actual Two-Way Vn*Phi Allow Two-Way Alternate Rebar Selections 5 #4's 4 #5's 2 #7s 2 #8's Footing 439 psi 8500 psi 1568 psi 1 70 00 psi OK 3 #6-3 1 #9-5 1 #10's mw,IANNING ENGINEERING 892 Enterprise Cir So Ste E emecula, CA 92590 phone (909)296-1044 fax (909)296-1047 Title Dsgnr Descnption Scope Job# Date 518PM, 31 MAR 03 Kev 310)00 Uw KWJ>50291J Ver 3 1 3 12 Jm-IW WtaJl <cj I9KJ-99 RfJBRCALC Description BM7 Square Footing Design Page 1 a \rorfaer ecw Calculations General Information Calculations are designed to ACt 318-95 and 1997 UBC Requirements I Dead Load 4 000 k Footing Dimension 4 000 ft Live Load 6 120 k Thickness 1 8 00 in Short Term Load 0000* # of Bars 4 Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension Reinforcing Rebar Requirement Actual Rebar "d" depth used 200/Fy As Req'd by Analysis Mm Reinf % to Req'd 4 OOOOpsf 14500pcf 1 000 4 00 in 14688 00050 00003 00014 Bar Size Rebar Cover TC Fy Allowable Soil Bearing 5 3000 2,500 0 psi 40,000 0 psi 1 ,000 00 psf in As to USE per foot of Width 0247m2 Total As Req'd - 0 987 m2 in2 Mm Allow % Reinf - 0 001 4 % L^^SL^J^ 4 00ft square x 1 8 Qin thick with Max Static Soil Pressure Allow Static Soil Pressure Max Short Term Soil Pressure Allow Short Term Soil Pressure Mu Actual Mn * Phi Capacity 4- #5 bars 850 00 psf 1,00000 psf 85000 psf 1,00000 psf 219 k-ft 1343 k-ft Vu Actual One-Way Vn'Phi Allow One-Way Vu Actual Two-Way Vn'Phi Allow Two-Way Alternate Rebar Selections 5 #4's 4 #5's 2 #7s 2 #8's Footing OK 451 psi 8500 psi 1613psi 17000 psi 3 #&s 1 #9's 1 #10-5 TITLE 24 REPORT Title 24 Report for: Rorher Residence (Existing + Addition) 2624 Cazadero Drive Carlsbad , CA 92009 T~ Project Designer: Kellogg McGnff & Assocates 1071 Stratford Drive Encimtas,CA 92024 760^36-0859 Report Prepared By: Dave Schneider Title 24 Energy Consultants 1010 Second Avenue Suite 120-B San Diego, CA92101 (619)595-7891 Job Number: 03-229 Date: 5/22/2003 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards This program developed by EnergySoft LLC (415)883-5900 EnergyPfQ 3 1 By EnergySoft Job Number 03-229 User Number 1562A „ „-. l_w^/-rf I *JL t-flX NU, (BO 602 8558 P. 03 City of Carlsbad B u 11 d i n g CERTmCATE OF dQMMJANCE PAYMENT OF SCHOOL FEFS §ft QTHEBMITIGATION TOsfonn must be completed by (he><%.tM$)p^ prior to issuing a bufttimg permit. Tha Cily \wH riot isaue any buffing panrutv^thoul a completed school fee form. ProjectName: Building Permit Plan Check Number Project Address: A.P.N/ Project Applicant (Owner Name); Project Description: BuHdingType: Residential* 8(>7ff Numher of NRW DwaHinp Square Feet erf Living Areajft New Dweffing I Second Dwelling Unit Square Feet of Living Areay SPU Residential Additions: Commercial/Industrial: Sfty Certification of -\3plicant Information: Net Square Feet New Area Square Feet Floor Area Date: SCHOOL PlSTWCyS WTTHIN'OFCARLSBAP Carlsbad Unified School District <2ZS El Coon* Real CatUUd CA 92009 (331-5000) j Marcos Unified School District Z«Mmt»W»y [Marcos. CA ftZMQ (736-2200) EacmitBS Umon School Diatnct 101 South Rancte) Sant» Fe Rd Ennmtas, CA 92024(044^300) • I [Utegtato UntOR High School Ihnnct Tl&Eecijutas Blvd. ,CA 92024(753-6491) CerfificaSon of App&canl/Owners. The person executfno Ihis i ,H fiwmaeofl provided above is coned and true to ttw best of the : irtfflcatkm ot paymsnt and pay the additional fee if Owner requests after Me buJkfine permit m feauetr or if the in*al detamwiafon | (2) ibe Owner fa Bie ownec/dewtapw of l*w above descrftwd i (flhanzed to «gn on behaff of the Owner wier> cartifles under penafly of pequy that (1) the knowledge, and that ttie Owner wiN lite an amended fncreaao in the number of dwefleig units or square1 unite or squaw footage te iound to be inconec^ and ). or that the person executing Bite daciavation » Date 1335 Faraday Avenue * Carlsbad, CA 9S&O8-7314 • (76O) 6O2-?7OO <^d4Anm(i Building Counter * (76O) GO2-2719 flFAX (760) 6O2 eS&O NO. 760 602 S558 p.2 P. 04 SCHOOL DISTRICT SCHo FEE CERTIFICATION (To be completed by thi school districts)) Rt»i THIS FORM INDICATES THAT THE SCHOOB DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OfWIU BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duty authorized by the aprtbabte School District, certifies that the developer, builder, or owner has satisfied the obKg&on for school facilities. This is to certify that the applicant listed on page 1 has paid all amountslr completed other appfcabte school mitigation determined by the School District The C» may issue buSd'mg permits for this project SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER