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HomeMy WebLinkAbout2817 CAZADERO DR; ; CB043184; Permit08-30-2006 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: CB043184 Building Inspection Request Line (760) 602-2725 2817 CAZADERO DR CBAD RESDNTL 2153204500 $277,892.00 1 3 Sub Type: SFD Lot #: 0 Construction Type: NEW Reference #: Structure Type: SFD Bathrooms: 2.5 RANCHO CAZADERO 2870 SF LIVING 594SF GARAGE, 35 SF DECK Applicant: PAUL DEVELOPMENT Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 08/10/2005 SB 08/30/2006 08/30/2006 Owner: CAZADERO HOMES INC 2954 HAWKS EYE PL 92009 918-9552 2954 HAWKS EYE PL CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,094.80 Meter Size $0.00 Add'l Reel. Water Con. Fee $711.62 Meter Fee $1,341.65 SDCWAFee $0.00 CFD Payoff Fee $27.79 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $310.00 License Tax (4304193) $530.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00, MECHANICAL TOTAL $0.00 Housing Impact Fee ?? Housing InLieu Fee $0.00 Housing Credit Fee Master Drainage Fee $0.00 Sewer Fee $0.00 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $5,057.63 $4,668.59 $0.00 $0.00 $460.60 $519.40 $0.00 $175.00 $60.00 $69.50 $0.00 $4,515.00 $0.00 $0.00 $0.00 $0.00 $19,541.58 Total Fees: $19,541.58 Total Payments To Date: $11PTANS,541.58 Balance Due:$0.00 IN STORAGE ATTACHED Inspector: FINAL Date: 'RROVAL >n Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. 08-10-2005 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Proje City of Carfsbad35 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB043184 Building Inspection Request Line (760) 602-2725 piicant: PAUL DEVELOPME 2817 CAZADERO DR CBAD RESDNTL Sub Type: SFD 2153204500 Lot#; 0 $292,533.00 Construction Type: NEW Reference #: Structure Type: SFD Bathrooms: 2.5 RANCHO CAZADERO 3022 SF LIVING 1SF GARAGE, 25 SF DECK -Status: Applied: Entered By: Plan Approved; Issued: Inspect Area: Orig PC#: Plan Check*: PENDING 08/10/2005 SB WKSEYEPL 92009 918-9552 Owner: CAZADERO HOMES INC 2954 HAWKS EYE PL CARLSBAD CA 92009 Building Permit Add1/ Building Permit Fee Plan Check («S§'1«PlaTP® Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee I Other Bridge Fee ; BTD #2 Fee ! BTD #3 Fee Renewal Fee Add') Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee $1,141.00 Meter Size $0.00 Add'l Reel. Water Con. Fee $741.65 Meter Fee SDCWA Fee $0.00 CFD Payoff Fee $29.25 '' PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $310.00 License Tax (4304193) $530.00 Traffic Impact Fee (3105541) $0.00 traffic Impact Fee (4305541) $0.00 Sidewalk Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 , MECHANICAL TOTAL $0.00 Housing Impact Fee $0.00.' Housing InLieu Fee Housing Credit Fee $0.00, Master Drainage Fee $0.00 Sewer Fee Additional Fees , TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $5,324,10 $4,914.55 $0.00 $0.00 $460.60 $519.40 $0.00 $0.00 $0.00 $0.00 $0.00 $4,515.00 $0.00 $0.00 $0.00 $0.00 $19,227,20 Total Fees: $19,227,20 Total Payments To Date:$741.65 Balance Due:$18,485.55 6niu 7°5 QOCfeJl Inspector: FINAL APPROVAL Date:Clearance: NOTICE; Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, of 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 profest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as tQ_«hich the statute of (imitations has previously otherwise expired. 02 741'65 VPERM CITY OTCARCSBADBUILDING DEP/ 1635 Faraday Ave., Carlsbad, CA 92008 ENT FOR OFFICE USE ONLY CHECK NO/TT^H !>/*£> 09/10/Q4 QCC2 01 OS- Plan Ck. Deposit Validated Date Address (include Bldg/Suite #)3 £17 £a^^cWo D/.. Business Name (at this address)CGF=741« Legal Description tot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel #f£- Existing Use Proposed Ose Description of Work SQ. FT.#of Stories # of Bedrooms # or Bathrooms 2, ^COMTA SON (if different from applicant))nt>-i/) '»{, Name Address 3. . "APPLICANT SI Contractor D AgeYit foTcontractor Owner PL City Agent for Owner State/Zip Telephone # Fax # Name ' 4. PROPERTY OWNER Address City State/Zip Telephone # Name Address ' City State/Zip Telephone # 5. * CONTRACTOR - COMPANY NAME T," ""- •' • "T ~ "~ '''". "™r~ :, ." ; ~~- , ™ '- (Sec. 7031.5 Business and Professions Code: Any City or County which requjfeSa 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 therefrqpifand the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant.fpfSpermit subjects the applicanjxoa civil penalty of not morethan five hundred dollars [$5001). . I ft e. Designer Name State License # Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: l~l I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. l~l 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) n CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE _ DATE _ 7. „ OWNER-BUILDER.DECLARATION ...... I hereby affirm that I am exempt from the Contractor's License Law for the following reason: d I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). S I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section _ Business and Professions Code for this reason: 1 . I personally plan to provide the major labor and materials for construction of the proposed property improvement. l~l YES flNO 2. I (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license 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 THl£ SECTION FOJR /VO/\W?|S»£y7/^ . .., 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 d NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? l~1 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 / (faZ-Pf-i^ l3a,tj( tf-£~ C/js LENDER'S ADDRESS -3-S <> & £_j0>ll-6ff4. jp/*a &gtf>uStg* ^ , 9/3£ APPLiciiirleEFiilclfibN " "" <f" ~ ~ """' " "," I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required 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 commensjed for a pej-iod^of 180 days (Section 1Q6.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1,' FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By Date 3<bn £A&toea~o P/l Address (include Bldg/Suite #)Business Name (at this address) Legal Description Assessor's Parcel tt ** IS " £>tr'O ** *iS*"DG Description of Work Lot No. Subdivision Name/Number Existing Use SQ. FT. #of Stories Unit No. Phase No. Propose^ilse tt of Bedrooms Total # of units 2h_ tt of Bathrooms CONJACT PERSON.fltdifjfarent from applicant) Name Address City 'z7~~ APPliCANT" JS«Pon3raot°r-' D Agent for" Contractor 7D Owner ' Q Agent for Owner State/Zip Telephone # Fax tt Name ?4i>''> 'PROreRTY'OWNER. Address City State/Zip Telephone tt Name Address City State/Zip Telephone # ,5.,, "CONTRACTOR.; COMPANY NAME , „. w .„ ,' ',, ,> L , „ +.„»,. ^ t (Sec. 7031 .5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001). Name / Q 'State License tt (*D* Designer Name State License tt PSwlRKlRSI^ilPE Address 1 til License Class Jj Address : NSATION ' •• ;-,",", City City Business V City ., State/Zip License tt f- State/Zip Telephone tt -• ' Telephone , • Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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) ' . . '' }0 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' thousand dollars ($100.000), in SIGNATURE lensatioh coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. DATE ^./fe't /d 4•:• ~ ","•"--',,, 7 • '"::„"-'' 7. k. • * 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 ah owner of property who builds or improves thereon, and who does such work himself or through his:owh employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion,: the owner-builder will have the burden of proving that he'did not build or improve for the purpose of sale). D I, as owner of trie 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). . '''. '. ..;• , 1ZI I am exempt under Section-. , : i 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 QNO 2. -I (have / have not) signed an application for a building permit for the proposed work. ' , . ."'.•'- - 3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number /contractors license 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):1_ .••'-. .' ' ' •, ".'.'.,-.'. .•• '•'.•" . • ' . 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 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? O YES O 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 [3 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q 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 CtX MOf^g^Uj£ LENDER'S ADDRESS 3*700 Qjb~ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the buLWingyOffjciaL^inder 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 *ithVifl aS days Thorn the date of such permit or if the building or work authorized by such permitis suspended or abandoned at any time after the work is commenced for A perl d lf\80 date (Section 1 06.4.4 Uniform Building Code). APPLICANT'S SIGNATURE \_ |DATE WHITE: Fife YELLOW: Applicant PINK: Finance City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire AUG - 12007 Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dlst: Inspected / By; > Inspected Bv: Inspected Bv: Comments: CB043184 RANCHO CAZADERO 2870 SF LIVING 594SF GARAGE, 35 SF DECK 281 7 CAZADERO DR Phone: LC Water Dist: V <7^f7 Date / J ^^^y Inspected:^/^/ £ *^ £ Date Inspected: Date Inspected: Date: Permit Type: Sub Type: Lot: 0 ?/ Approved: ^ Approved: Approved: "T5870T7?OC7""~~~~~" RESDNTL SFD Disapproved: Disapproved: Disapproved: Inspection List Permit*: CB043184 Type: RESDNTL SFD RANCHO CAZADERO 2870 SF LJVING 594SF GARAGE, 35 SF DECK Date Inspection Item 07/31/2007 89 07/31/2007 89 07/25/2007 23 07/25/2007 23 02/16/2007 17 02/16/2007 18 02/16/2007 23 02/07/2007 18 02/07/2007 84 01/29/2007 18 01/29/2007 84 01/11/2007 13 , 01/09/2007 15 12/21/2006 32 12/21/2006 39 12/20/2006 32 12/20/2006 34 10/12/2006 11 10/12/2006 12 10/12/2006 31 10/04/200621 10/04/200624 Final Combo Final Combo Gas/Test/Repairs Gas/Test/Repairs Interior Lath/Drywall Exterior Lath/Drywall Gas/Test/Repairs Exterior Lath/Drywall Rough Combo Exterior Lath/Drywall Rough Combo Shear Panels/HD's Roof/Reroof Const. Service/Agricultural Final Electrical Const. Service/Agricultural Rough Electric Ftg/Foundation/Piers Steel/Bond Beam Underground/Conduit-Wirin Underground/Under Floor Rough/Topout Inspector Act Comments PY - PY - JM JM JM PY PY PY PY PY PY PY PY PY PY PC PC PC PY . PY AP ADD GFI @ KITCHEN - CLEAN OUT BOXES - NEED ALL DEPTS PRIOR TO GAS RELEASE Rl AP Rl AP AP CO NO TEST we AP we CO AP AP AP EMR TPPB we CO NEED GFI we AP AP AP AP we Wednesday, August 01, 2007 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 07/31/2007 Permit* CB043184 Title: RANCHO CAZADERO 2870 SF LIVING Description: 594SF GARAGE, 35 SF DECK Inspector Assignment: PY 2817 CAZADERO DR Lot: 0 Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: OWNER CAZADERO HOMES INC Owner: CHUNG EILEEN Remarks: Phone: 7604434222 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JOHN Entered By: JANEAN Comments] /] /-»c^uL Comments/Notices/Holds Associated PCRs/CVs Original PC# Date 07/25/2007 02/16/2007 02/16/2007 02/16/2007 02/07/2007 02/07/2007 01/29/2007 01/29/2007 01/11/2007 01/09/2007 12/21/2006 12/21/2006 12/20/2006 Inspection History Description 23 Gas/Test/Repairs 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 23 Gas/Test/Repairs 18 Exterior Lath/Drywall 84 Rough Combo 18 Exterior Lath/Drywall 84 Rough Combo 13 Shear Panels/HD's 15 Roof/Reroof 32 Const. Service/Agricultural 39 Final Electrical 32 Const. Service/Agricultural Act Insp Comments AP PY AP JM AP JM CO JM NO TEST WC PY AP PY WC PY CO PY AP PY AP PY AP PY EMR TPPB WC PY CO PY NEED GFI City of Carlsbad Bldg Inspection Request For: 01/29/2007 Permit* CB043184 Title: RANCHO CAZADERO 2870 SF LIVING Description: 594SF GARAGE, 35 ^F DECK J Type:RESDNTL Sub Type: SFD Job Address: 2817 CAZADERO DR Suite: Lot 0 Location: OWNER CAZADERO HOMES INC Owner: CAZADERO HOMES INC Remarks: Inspector Assignment: PY Phone. 7604202900 Inspector: Total Time: 24 34 44 Requested By: MARK FISHER Entered By: CHRISTINE CD Description 18 Exterior Lath/Dry wall 14 Frame/Steel/Bolting/Welding Q Rough/Topout " _ Rough Electric '_ Rough/Ducts/Dampers _ Act Comment IA/C Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 01/11/2007 13 Shear Panels/HD's 01/09/2007 15 Roof/Reroof 12/21/2006 32 Const. Service/Agricultural; 12/21/2006 39 Final Electrical | 12/20/2006 32 Const. Service/Agricultural 12/20/2006 34 Rough Electric X~ 10/12/2006 11 Ftg/Foundation/Piers 10/12/2006 12 Steel/Bond Beam ' 10/12/2006 31 Underground/Conduit-Wiring 10/04/2006 21 Underground/Under Floor 10/04/2006 24 Rough/Topout Act AP AP AP we CO we AP AP AP AP we Insp PY PY PY PY PY PY PC PC PC PY PY Comments EMR TPPB NEEDGFI CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE -LOCATION PERMIT NO. (760)602-2700 1635 FARADAY AVENUE i | 0 n *" FOR INSPECTION CALL (760) 602-2725..VRE-INSPECTION«FEE DUE? I ;i -YES FOR ^UftiTHERvINFORMATION. CONTACT":r^"'^,- ,'''' ' '.- PHONE ' ^5 BUILDING'lASPECTOR \ - CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 12/21/2006 Permit* CB043184 Title: RANCHO CAZADERO 2870 SF LIVING Description: 594SF GARAGE, 35 SF DECK Inspector Assignment: PY Type: RESDNTL Sub Type: SFD Job Address: 2817 CAZADERO DR Suite: Lot 0 Location: OWNER CAZADERO HOMES INC Owner: CAZADERO HOMES INC Remarks: emr Phone: 7604202900 Inspector: Total Time: CD Description 39 Final Electrical Act Comment Requested By: MARK Entered By: CHRISTINE Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 10/12/2006 11 Ftg/Foundation/Piers 10/12/2006 12 Steel/Bond Beam 10/12/2006 31 Underground/Conduit-Wiring 10/04/2006 21 Underground/Under Floor 10/04/2006 24 Rough/Topout Act Insp Comments AP PC AP PC AP PC AP PY WC PY EsGil Corporation In (Partnership with government for (Building Safety DATE: May 15, 2006 JURISDICTION: Carlsbad ' • a PLAN REVIEWER a FILE PLAN CHECK NO.: 04-3184 SET:V PROJECT ADDRESS: 2817 Cazadero Drive PROJECT NAME: SFD(A) for Cazadero Homes &„ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. XJ 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: IX] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone. Date contacted: (by: ) __[ / j pax #: Mail Telephone Fax In Person XI REMARKS: 1) Please have the designei>srrewiempered glass for the windows at the stairs landing. 2) Please have the architect/engineer stamp and sign each sheet of the plans. By: Bert Domingo / Enclosures: Esgil Corporation D GA D MB D EJ D PC 5/8/06 ' trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In Partnership -with government for <Buittfing Safety DATE: December 15, 2005 a APPLICANT JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 04-3184 .SET:IV. PROJECT ADDRESS: 2817 Cazadero Drive PROJECT NAME: SFD(A) for Cazadero Homes 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. X] 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. X] The applicant's copy of the check list has been sent to: Ronald S Paul 2954 Hawks Eye Place, Carlsbad, CA 92009 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: Ronald Telephone #: (760) 918-9552 Date contacted:/*?/'£/^(bwfijfy , . Fax #: MaHN/Telephone V Fax In Person ., • REMARKS:- . By: Bert Domingo Enclosures: Esgil Corporation ,D GA D MB D EJ D PC 12/8/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 4 Fax (858) 560-1576 Carlsbad O4-3184 December 15, 2O05 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 04-3184 PROJECT ADDRESS: 2817 Cazadero Drive SET: IV DATE PLAN RECEIVED BY DATE RECHECK COMPLETED: ESGIL CORPORATION: 12/8/05 December 15, 2005 REVIEWED BY: Bert Domingo . ___ 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. - • " A. Please make all corrections on the original tracings and submit two new complete sets of prints to: B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad O4-3184 December 15, 2O05 • PLANS 1. 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. 2. All sheets of plans must be signed bv the person responsible for their preparation. (California Business and Professions Code). 3. Plans, specifications and 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 WILL BE CHECKED WHEN ALL THE ITEMS BELOW ARE MET. • GENERAL RESIDENTIAL REQUIREMENTS 6. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. This will be checked when the doors and window schedule is completed. PLEASE SHOW THE TYPE(SLIDER, SINGLE HUNG, ETC) OF THE WINDOW 2. THE NEW FLOOR PLANS DO NOT SHOW THE SIZE AND TYPE OF THE DOORS AND WINDOWS. A COMPLETE PLAN CHECK FOR THE ENERGY, EGRESS AND LIGHTING AND VENTILATION REQUIREMENTS WHEN THE REQUIRED INFORMATION ARE SHOWN. PLEASE CROSS REFERENCE THE SCHEDULE ON THE FLOOR PLANS. AGAIN A COMPLETE PLAN CHECK WILL BE MADE. Carlsbad O4-3184 December 15, 2005 9. Glazing in the.following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions^For clarity, please show on the floor plan the affected glasses. ALSO, PLEASE COMPLETE THE DOOR SCHEDULE. THE NEW FLOOR PLANS SHOULD SHOW THE SIZE AND TYPE OF THE WINDOWS AND THE DOORS TO INCLUDE AS TO WHETHER THE SAME ARE A SAFETY GLASS OR NOT. PLEASE SEE THE REQUIREMENTS BELOW. a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. c) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. d) Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: i) Exposed area of an individual pane is greater than 9 square feet, and: ii) Exposed bottom edge is less than 18 inches above the floor, and: iii) Exposed top edge is greater than 36 inches above the floor, and: iv) One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. • ROOFING 14. 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 required and area provided. Section 1 SOS.S^PLEASE SHOW DETAIL OF THE EAVE VENTS. PLEASE SHOW THE SPACING OF THE SAME.=PLEASE SHOW THE AREA PROVIDED. ALSO, PLEASE SHOW ON THE ROOF PLAN THE RECOMMENDED ATTIC VENTS AGAIN PLEASE SHOW ON THE ROOF PLAN THE RELATIVE LOCATION OF THE RECOMMENDED ATTIC VENTS. Carlsbad O4-3184 December 15, 20O5 • GARAGE AND CARPORTS 18. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. NOTES ARE GREAT BUT FOR CLARITY. PLEASE SHOW ON THE FLOOR PLAN THE AFFECTED DOOR. 19. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 303.1.3, UPC Section 510.1. . NOTES ARE GREAT BUT FOR CLARITY. PLEASE SHOW ON THE FLOOR PLAN THE AFFECTED DEVICE. 25.Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. • ENERGY CONSERVATION • (THE ITEMS BELOW WILL BE CHECKED WHEN THE SIZE AND TYPE OF THE DOORS AND WINDOWS ARE SHOWN ON THE PLANS) 2. Provide plans, calculations and worksheets to show compliance with current energy standards. It seems that the area shown on the cover sheet is different than what is shown on the energy calculations. 3. The requirements for the prescriptive package components have been updated as of June 1,2001. If using the prescriptive compliance approach, show compliance with the new Package C or D, or the alternate component package for C or D (Packages A and B have both been eliminated). . 4. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. 5. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 6. All sheets of the latest CF-1R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included). 7. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. 8. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 9. Show the make, model, type and efficiency of the space heating (or cooling) system. Carlsbad O4-3184 December 15, 2O05 • MISCELLANEOUS 53. THE INTERIOR SHEAR WALL DETAIL 16/S5 AT THE COMMON WALL OF THE BEDROOMS 1 & 2 INDICATED RAFTERS. RAFTERS AND TRUSSES ARE DIFFERENT WHEN IT COMES TO SHEAR TRANSFER. PLEASE SHOW A SHEAR TRANSFER DETAIL REFLECTING THE CORRECT STRUCTURAL ELEMENTS AND BLOCKINGS AND CONNECTORS. THE RESPONSE WAS THAT THE WALL WAS REMOVED BUT THE SAME WALL IS STILL SHOWN ON SHEET S-3. .PLEASE SHOW THE ITEMS TO BE DEFERRED FOR SUBMITTAL BELOW THE STATEMENT SHOWN "ON THE COVER SHEET IF NONE DEFERRED. PLEASE REMOVE THE NOTE SHOWN ON THE COVER SHEET. 62. PLEASE SHOW ON THE FLOOR/FRAMING PLAN WHERE THE SECTIONS WERE CUT. THE SECTION C COULD BE B AND VICE VERSA. 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No a 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 Bert Domingo at Esgil Corporation. Thank you. EsGil Corporation In Partnership with government for (RuiCtfing Safety DATE: October 4, 2005 JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 04-3184 SET: III PROJECT ADDRESS: 2817 Cazadero Drive PROJECT NAME: SFD(A) for Cazadero Homes 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. IXl 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. X] The applicant's copy of the check list has been sent to: Ronald S Paul 2954 Hawks Eye Place, Carlsbad, CA 92009 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: Ronald (v.*0 Telephone #: (760) 918-9552 Date coSSeShld- Z-o* (by: V-) Fax #: Mail"' Telephone v/ Fax In Person REMARKS: THIS SUBMITTAL REFLECTS DIFFERENT CONFIGURATION OF THE FLOOR PLANS AND A NEW STRUCTURAL DESIGN. By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC 9/26/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 > (858)560-1468 + Fax (858) 560-1576 Carlsbad 04-3184 October 4, 2005 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2817 Cazadero Drive DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/26/05 REVIEWED BY: Bert Domingo PLAN CHECK NO.: O4-3184 SET: III DATE RECHECK COMPLETED: October 4, 2005 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. A. Please make all corrections on the original tracings and submit two new complete sets of prints to: : B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result .of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes QNo Carlsbad 04-3184 October 4, 2005 • PLANS 1. 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. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Plans, specifications and 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 WILL BE CHECKED WHEN ALL THE ITEMS BELOW ARE MET. • GENERAL RESIDENTIAL REQUIREMENTS 6. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. This will be checked when the doors and window schedule is completed. PLEASE SHOW THE TYPE(SLIDER, SINGLE HUNG, ETC) OF THE WINDOW 2. THE NEW FLOOR PLANS DO NOT SHOW THE SIZE AND TYPE OF THE DOORS AND WINDOWS. A COMPLETE PLAN CHECK FOR THE ENERGY. EGRESS AND LIGHTING AND VENTILATION REQUIREMENTS WHEN THE REQUIRED INFORMATION ARE SHOWN. Carlsbad O4-3184 October 4, 2005 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions^For clarity, please show on the floor plan the affected glasses. ALSO, PLEASE COMPLETE THE DOOR SCHEDULE. THE NEW FLOOR PLANS SHOULD SHOW THE SIZE AND TYPE OF THE WINDOWS AND THE DOORS TO INCLUDE AS TO WHETHER THE SAME ARE A SAFETY GLASS OR NOT. PLEASE SEE THE REQUIREMENTS BELOW. a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. c) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. d) Individual fixed or operable panels, other than those locations described above, that meet all of the following conditions: i) Exposed area of an individual pane is greater than 9 square feet, and: ii) Exposed bottom edge is less than 18 inches above the floor, and: iii) Exposed top edge is greater than 36 inches above the floor, and: iv) One or more walking surfaces are within 36 inches horizontally of the plane of the glazing. • EXITS, STAIRWAYS, AND RAILINGS 11. Guardrails (Section 509.1): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. b) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". b) Shall have a height of 36". Carlsbad 04-3184 October 4, 2OO5 • ROOFING 14. 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 required and area provided. Section ISOS.S^PLEASE SHOW DETAIL OF THE EAVE VENTS. PLEASE SHOW THE SPACING OF THE SAME. PLEASE SHOW THE AREA PROVIDED. ALSO. PLEASE SHOW ON THE ROOF PLAN THE RECOMMENDED ATTIC VENTS. • GARAGE AND CARPORTS 18. Show a self-closina door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. 19. Provide an 18" raised platform for any FAU. water heater, or other device in the aaraae which may generate a flame or spark. UMC Section 303.1.3, UPC Section 510.1. • FRAMING 20. Show or note fire stops at the following locations per Section 708.2.1: c) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; d) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; e) In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; f) In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. g) At openings between attic spaces and chimney chases for factory-built chimneys. 21. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. 24. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1 25. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. Carlsbad 04-3184 October 4, 2O05 • MECHANICAL (UNIFORM MECHANICAL CODE) 32. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: Manufacturer's name. Model name/number. ICBO approval number, or equal. Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. Note on the plans that approved spark arresters shall be installed on all chimneys. UBC, Section 3102.3.8. • PLUMBING (UNIFORM PLUMBING CODE) 37. In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. NO RESPONSE. 38. In Seismic Zones 3 and 4. show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC. Section 510.5 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 39. Per NEC Art. 210-11 (c)3, note on the plans that bathroom circuiting shall be either:. A 20 ampere circuit dedicated to each bathroom, or •• .-• At least one 20 ampere circuit supplying only bathroom receptacle outlets. ,: ', 40, THE WP SHOWN ON THE PLANS SHOULD BE GFCI PROTECTED. • ENERGY CONSERVATION • (THE ITEMS BELOW WILL BE CHECKED WHEN THE SIZE AND TYPE OF THE DOORS AND WINDOWS ARE SHOWN ON THE PLANS) 2. Provide plans, calculations and worksheets to show compliance with current energy standards. It seems that the area shown on the cover sheet is different than what is shown on the energy calculations. 3. The requirements for the prescriptive package components have been updated as of June 1, 2001. If using the prescriptive compliance approach, show compliance with the new Package C or D, or the alternate component package for C or D (Packages A and B have both been eliminated). 4. The window schedule shall clearly describe the required U-factor and solar heat gain coefficient (SHGC) values and demonstrate compliance with the Title 24 energy calculations. Carlsbad O4-3184 October 4, 2OQ5 5. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of UL181, 181 A, or 181B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. 6. The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design. 7. All sheets of the latest CF-1 R form must be imprinted onto the plans (sheets 1 of 3, 2 of 3 and 3 of 3 must be included). 8. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. 9. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist". 10. Show the make, model, type and efficiency of the space heating (or cooling) system. 11. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). . MISCELLANEOUS 52. Please show how the lateral loads would be transferred thru the cut out diaphragms(stairs and other openings. 53. THE INTERIOR SHEAR WALL DETAIL 16/S5 AT THE COMMON WALL OF THE BEDROOMS 1 & 2 INDICATED RAFTERS. RAFTERS AND TRUSSES ARE DIFFERENT WHEN IT COMES TO SHEAR TRANSFER. PLEASE SHOW A SHEAR TRANSFER DETAIL REFLECTING THE CORRECT STRUCTURAL ELEMENTS AND BLOCKINGS AND CONNECTORS. 54. Please show the recommended size of the floor joists on the framing plan. THE REFLECTED JOISTS ON THE FRAMING PLAN SEEMS DIFFERENT THAN WHAT WAS RECOMMENDED. IS THE 360 SPECIFICATIONS MEAN ANYTHING ABOUT THE STRENGTH OF THE FLOOR JOISTS. 55. Please show how the diaphragm chord systems would be continuous at the offset walls. 56. Drag collectors are needed to transmit tributary lateral load to the respective resisting elements. Please submit analysis. NO RESPONSE. Carlsbad 04-3184 October 4, 2005 57. Please show how the lateral load would transferred to the garage wall line 58. PLEASE SHOW HOW THE ROOF SYSTEM ABOVE THE LIVING ROOM WOULD BE LATERALLY SUPPORTED. 59. a COMPLETE STRUCTURAL PLAN CHECK WILL BE MADE. 60. PLEASE COMPLETE THE SHEET INDEX. 61. PLEASE SHOW THE ITEMS TO BE DEFERRED FOR SUBMITTAL BELOW THE STATEMENT SHOWN ON THE COVER SHEET. 62. PLEASE SHOW ON THE FLOOR/FRAMING PLAN WHERE THE SECTIONS WERE CUT. 63. IT SEEMS THAT THE MECHANICAL PLANS ARE DIFFERENT IN CONFIGURATION THAN WHAT IS SHOWN ON THE FLOOR PLANS. 64. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms and water closet compartments if required openable windows are not provided. Section 1203.3. 65. PLEASE SUBMIT CALCULATIONS FOR THE FOUNDATION OF THE FB1 SUPPORTS. PLEASE SEE FB7 ALONG LINE 1. 66. Please submit analysis of the foundation for the short shear walls to verify the overturning effect of the lateral load to the soils bearing capacity. 67. Page 3 of the calculations shows tributary of 5' for line A but the roof framing plans show differently. Lateral loads from the areas bet lines A & D should be included. 68. Drag collectors are required to transmit the tributary lateral load to the respective resisting elements. Please submit analysis. Any recommendations should be detailed on the plans and cross referenced to the framing plan. Please see lines A, B, C & D. 69. The items 67 & 68 may affect the lateral system of the 1st floor. A complete structural plan check will be made. Carlsbad O4-3184 October 4, 2005 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes a No a 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 Bert Domingo at Esgil Corporation. Thank you. fa EsGil Corporation In Partnership with government for <Buikfing Safety DATE: July 5, 2O05 JURISDICTION: Carlsbad a PLAN REVIEWER . a FILE PLAN CHECK NO.: 04-3184 SET: II PROJECT ADDRESS: 2817 Cazadero Drive PROJECT NAME: SFD for Cazadero Homes 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. XI 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: Ronald S Paul 2954 Hawks Eye Place, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ronald Telephone #: (760) 918-9552 Date contacted: 1M&> (by: /§-) Fax #: S^**?. Mail -^TelephoneLx^ Fax ^v\ Person REMARKS: By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC 6/23/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 Carlsbad O4-3184 July 5, 2O05 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2817 Cazadero Drive DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/23/05 REVIEWED BY: Bert Domingo PLAN CHECK NO.: 04-3184 SET: II DATE RECHECK COMPLETED: July 5, 2005 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. A. Please make all corrections on the original tracings and submit two new complete sets of prints to: B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? QYes Q No Carlsbad 04-3184 July 5, 2005 • PLANS 1. 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. 2. All sheets of plans must be signed bv the person responsible for their preparation. (California Business and Professions Code). 3. Plans, specifications and calculations shall be signed and sealed bv 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). • GENERAL RESIDENTIAL REQUIREMENTS 6. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. This will be checked when the doors and window schedule is completed. PLEASE SHOW THE TYPEfSLIDER. SINGLE HUNG. ETC1 OF THE WINDOW 2. 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): For clarity, please show on the floor plan the affected glasses. ALSO. PLEASE COMPLETE THE DOOR SCHEDULE. Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Carlsbad 04-3184 July 5, 2005 • EXITS, STAIRWAYS, AND RAILINGS 11. Guardrails (Section 509.1): Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". 13. Provide details of winding stairway complying with Section 1003.3.3.8.2: Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. PLEASE SHOW ON THE STAIRS PLAN FOR THE REQUESTED INFORMATION. ROOFING 14. 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 required and area provided. Section 1505.3. PLEASE SHOW DETAIL OF THE EAVE VENTS. PLEASE SHOW THE SPACING OF THE SAME. • GARAGE AND CARPORTS 18. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. 19. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which mav generate a flame or spark. UMC Section 303.1.3, UPC Section 510.1. 24. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. Mav need drag collector along the interior shear wall to the east of the stairs but seems not indicated on the truss layout. 25. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. Carlsbad 04-3184 July 5, 2O05 • MECHANICAL (UNIFORM MECHANICAL CODE) 32. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: Manufacturer's name. Model name/number. - ICBO approval number, or equal. Show height of chimney above roof per I.C.B.O. approval or UBC Table 31-B. Note on the plans that approved spark arresters shall be installed on all chimneys. UBC, Section 3102.3.8. • PLUMBING (UNIFORM PLUMBING CODE) 37. In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. NO RESPONSE. • MISCELLANEOUS 50. Please cross reference all the required details to the sections, framing plans and foundation plans respectively. 51. Please show shear transfer details from the diaphragm to the interior shear walls. THE SECTIONS DO NOT SEEM TO SHOW THE INTERIOR SHEAR WALLS EXTENDED TO THE ROOF SHEATHING. ALSO THERE IS NO REFERENCED DETAILS ON THE FRAMING PLANS. 52. Please show how the lateral loads would be transferred thru the cut out diaphragms(stairs and other openings!. THE RESPONSE WAS ADD MST 27 WHICH WERE REFLECTED AT THE CORNERS OF THE OPENINGS. IT IS NOT CLEAR THOUGH HOW EFFECTIVE SUCH CONNECTIONS. PLEASE SUBMIT ANALYSIS TO VERIFY THE SHEAR LOADING AT THE CORNERS TO JUSTIFY SUCH CONNECTION. 53. The calculations referenced the use of the rooms where the beams should be located respectively. The same calculations will be checked when item 49 above is met. 54. Please show the recommended size of the floor joists on the framing plan. THE REFLECTED JOISTS ON THE FRAMING PLAN SEEMS DIFFERENT THAN WHAT WAS RECOMMENDED. 55. Please show how the diaphragm chord systems would be continuous at the offset walls. THE CRITICAL OFF SET SEEMS TO BE THE INTERSECTION OF THE NORTHERLY AND WESTERLY WALL LINES OF THE BATH ROOM ON THE 2NP FLOOR BUT SEEMS NO TREATMENT SHOWN TO HANDLE THE CHORD EFFECT OF THE 56. Drag collectors are needed to transmit tributary lateral load to the respective resisting elements. Please submit analysis. NO RESPONSE. Carlsbad O4-3184 July 5, 2O05 57. Please show how the lateral load would transferred to the garage wall line. THE RESPONSE WAS TO SEE THE FLUSH BEAMS BUT SEEMS NONE SHOWN. IT IS NOT CLEAR THOUGH HOW THE COMMENT WAS SATISFIED. 58. Structural details are critical to the stability of the building. Please show shear transfer detail, post to beam , etc. TO BE EFFECTIVE THE DETAILS SHOULD BE ALL REFERENCED TO THE FRAMING PLAN. 59. a COMPLETE STRUCTURAL PLAN CHECK WILL BE MADE. 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No a 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 Bert Domingo at Esgil Corporation. Thank you. EsGil Corporation In (Partners/tip with government for (Buiftfing Safety DATE: August 25, 2O04 a APPLICANT JURISDICTION: Carlsbad ^-a-PLAT\TREVIEWER Q FILE PLAN CHECK NO.: 04-3184 SET: I PROJECT ADDRESS: 2817 Cazadero Drive PROJECT NAME: SFD for Cazadero Homes 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. X] 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: RonaldS Paul 2954 Hawks Eye Place, Carlsbad, CA 92009 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Ronald (j/^ Telephone #: (760) 918-9552 Date eefrtat$fe~a: <^74^!i/(by: /^-) Fax #: Mail—"T elephone '•'^Fax In Person REMARKS: By: Bert Domingo Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/12/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858)560-1576 Carlsbad O4-3184 August 25, 2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 04-3184 JURISDICTION: Carlsbad PROJECT ADDRESS: 2817 Cazadero Drive FLOOR AREA: 3022 SQ. Ft. REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: August 25, 2004 STORIES: TWO HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/12/04 PLAN REVIEWER: Bert Domingo 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 O4-3184 August 25, 2OO4 • PLANS 1. 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. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Plans, specifications and 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). 4. Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section 106.3.3. • GENERAL RESIDENTIAL REQUIREMENTS 5. Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. This will be checked when the doors and window schedule is completed. 6. Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1203.3. This will be checked when the doors and window schedule is completed. Carlsbad O4-3184 August 25, 2O04 7. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. This will be checked when the doors and window schedule is completed. 8. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms and water closet compartments if required openable windows are not provided. Section 1203.3. This will be checked when the doors and window schedule is completed. 9. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): For clarity, please show on the floor plan the affected glasses. a) Fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. b) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. c) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 10. Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 2904. • EXITS, STAIRWAYS, AND RAILINGS 11. Guardrails (Section 509.1): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B. Please submit calculations. b) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". Carlsbad 04-3184 August 25, 2O04 12. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. c) Ends of handrails shall be returned or shall have rounded terminations or bends. 13. Provide details of winding stairway complying with Section 1003.3.3.8.2: a) Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. • ROOFING 14. 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 required and area provided. Section 1505.3. 15. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. • GARAGE AND CARPORTS 16. Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 3-B, Section 302.4. 17. All elements supporting floor above garage, including walls/beams/columns supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 302.2. 18. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. 19. Provide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 303.1.3, UPC Section 510.1. Carlsbad 04-3184 August 25, 2004 • FOUNDATION REQUIREMENTS 20. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 21. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents. 22. If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection. Section 108.5.2. • FRAMING 23. Show or note fire stops at the following locations per Section 708.2.1: a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; b) At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; c) In concealed spaces between stair stringers at the top and bottom of the run and between studs along and inline with the run of stairs if the walls under the stairs are unfinished; d) In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. e) At openings between attic spaces and chimney chases for factory-built chimneys. 24. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or a letter). Section 106.3.4.1. 25. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2315. Carlsbad 04-3184 August 25, 2004 26. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section 1505.1. 27. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail 30" x 30" clearance through truss webs. 28. Specify plywood and/or particle board thickness, grade and panel span rating. Table 23-II-E-1. • MECHANICAL (UNIFORM MECHANICAL CODE) 29. Show the location, type and size (BTU's) of all heating and cooling appliances or systems. 30. Every dwelling unit 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. 310.11. 31. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic or underfloor space. UMC Sections 908.0 & 909.0. 32. Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. d) Show height of chimney above roof per I.C.B.O. 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. 33. Detail the dryer exhaust duct design from the dryer to the exterior. The maximum length is 14 feet with (two) 90° elbows. UMC Section 504.2.2. Carlsbad O4-3184 August 25, 2O04 • ELECTRICAL (NATIONAL ELECTRICAL CODE) 34. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 35. Per NEC Art. 210-11(c)3, note on the plans that bathroom circuiting shall be either: a) A 20 ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. 36. All 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). • PLUMBING (UNIFORM PLUMBING CODE) 37. In the garage, provide an adequate barrier to protect water heater from vehicle damage. An 18" platform for the water heater does not satisfy this requirement. UPC, Section 510.3. 38. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5. 39. In Seismic Zones 3 and 4, show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.5 • ENERGY CONSERVATION 40. Cloth backed duct tape is no longer permitted to be used as the sole connection for mechanical ducting. Note on the plans that duct tape, as a minimum, meeting the requirements of UL181, 181 A, or 181 B, shall be used or additional duct attachment devices such as tie wraps or mastic will be required for installing mechanical ducting. 41. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. Please show on the sections the recommended R value of the insulations of the roofs, the walls and the floors. 42. Provide fluorescent general lighting (40 lumens per watt minimum) in kitchen(s) and bathrooms (containing a tub or shower). 43. Note on the plans: "The manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance with the energy calculations." Carlsbad 04-3184 August 25, 2004 44. The R19 insulation may not fit into a 2X4 stud. 45. Please have the owner sign the space provided for on the • MISCELLANEOUS 46. The occupancy group for the house should be R 3. 47. The type of construction could be V N. Otherwise the building should be one hour construction throughout and needs a lot of details to show and cross referenced.. 48. Please complete the doors and windows schedules. Lighting and ventilation and egress requirements will be checked. 49. Please show the use of each space in the house. 50. Please cross reference all the required details to the sections, framing plans and foundation plans respectively. 51. Please show shear transfer details from the diaphragm to the interior shear walls. 52. Please show how the lateral loads would be transferred thru the cut out diaphragms(stairs and other openings). 53. The calculations referenced the use of the rooms where the beams should be located respectively. The same calculations will be checked when item 49 above is met. 54. Please show the recommended size of the floor joists on the framing plan. 55. Please show how the diaphragm chord systems would be continuous at the offset walls. 56. Drag collectors are needed to transmit tributary lateral load to the respective resisting elements. Please submit analysis. 57. Please show how the lateral load would transferred to the garage wall line. 58. Structural details are critical to the stability of the building. Please show shear transfer detail, post to beam , etc. Carlsbad O4-3184 August 25, 20O4 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes Q No Q 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 Bert Domingo at Esgil Corporation. Thank you. Carlsbad 04-3184 August 25, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: O4-3184 PREPARED BY: Bert Domingo DATE: August 25, 2004 BUILDING ADDRESS: 2817 Cazadero Drive BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: V N BUILDING PORTION I— Irtl IQO Garage Balcony Air Conditioning HUB ty\3\ II IMUI o T^\TAI 1/AI lit?TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) GD^?/) ?0°9?£$ /CX OUi-£ $&i -69t 3S" ^5 ^W-TfroD>3c5 cb Valuation Multiplier -cto-finUZ..UU 23.00 12.00 — -i no By Ordinance Reg. Mod. /79^loi' VALUE /V^T.— /*V^<~7//Ti r^^-"') ($) 247 804 13,593 300 6 *vlR,<JHO •jco O-illr—irttOj/.'f.J Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: CD Repetitive Fee T^~| Repeats Complete Review D Other t—i Hourly Structural Only Hour Esgil Plan Review Fee $1,067.08 $693.60 $597.56 Comments: Sheet 1 of 1 macvalue.doc Carlsbad O4-3184 October 4, 2005 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bert Domingo BUILDING ADDRESS: 2817 Cazadero Drive PLAN CHECK NO.: 04-3184 DATE: October 4, 2005 BUILDING OCCUPANCY:TYPE OF CONSTRUCTION: BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance $600.00 Type of Review: I I Repetitive Fee Repeats D Complete Review D Other m Hourly Q Structural Only Hours * Esgil Plan Review Fee $480.00 * Based on hourly rate Comments: THIS IS AN ADDITIONAL FEE DUE TO THE CHANGE IN CONFIGURATION OF THE FLOOR PLANS AND A CHANGE IN THE STRUCTURAL DESIGN AND THE ENGINEER OF WORK OF THE SAME. Sheet 1 of 1 macvalue.doc ft* DATE: City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB^V" 3 BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER:EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this , office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. D A Right-of-Way permit is required prior to construction of the following improvements: /7 DENIAL Please/pee the attached report of deficiencies markaa wittl_CL-Msfce necessary corrections to plans or specifications for compliance with applicable codes and standarder""Surjrlsit corrected plans and/or specifications tcxtfiis office for review. 7 / Date: Date / / Date: ft/ft/*•/ By: FOR OFFICIAL UJBE ONLY EERING AUTHORIZATION TO ISSUE BUILDING PERMI] Date: \ ATTACHMENTS 1.1 Dedication Application '--.' Dedication Checklist I—I Improvement Application L Improvement Checklist D Neighborhood Improvement Agreement U Grading Permit Application D Grading Submittal Checklist LJ Right-of-Way Permit Application H Right-of-Way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760)602-2741 CFD INFORMATION Parcel Map No: . Lots: Recordation: ^^_ Carlsbad Tract: . I CA 9200^-7314 • (760) 602-2720 • FAX (760) BUILDING PLANCHECK CHECKLIST SITE-ELAN /3 Provide a fully dimensioned site plan drawn to scale. Show: torth Arrow ^ B^Existing & Proposed Structures, /C. ^Existing Street Improvements Property Lines (show all dimensions) E. Easements ' J.. D D 2. Show on site plan: Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service ' Existing or proposed irrigation service 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 Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. F:\FarmenKalhy\MAST6RS\Building Plancheck Cklsl Form (Qeneric).doc , ST RD BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE D 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: ODD DEDICATION REQUIREMENTS 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 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by:Date: IMPROVEMENT REQUIREMENTS D D 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 . pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:\FarmsrtKathy\MAS TERSVBuilding Plancheck Ckltl Form (Generlc).d(x: BUILDING PLANCHECK CHECKLIST , ST ,ND2 D RD3 D D D 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: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ 360.00 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be, signed, notarized and approved by the City prior to issuance of a Building permit. D D D Future public improvements required as follows: 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. D D D GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. 7b. GradingTJermit required. A separate grading plan prepared by a registered Civil Enqjrfeer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading pproval obtained prior to issuance of a Building Permit. Date:Grading Inspector sign off by: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\Farmer\Kalhv\MASTERS\Building Plancheck Cklsl Form (Qeneric).doc , ST D D D n n BUILDING PLANCHECK CHECKLIST 7d. No Grading Permit required. 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: D D D D n n n 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 Camino 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: 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 Required fees are attached No fees required WATER METER REVIEW 1 2a. 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. F-\FarmeAKathy\MASTERS\Building Plancheck Cklst Form (Generic).doc BUILDING PLANCHECK CHECKLIST ST D D D • 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). 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 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. 3. 1.5: 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 F;\FarmeriKalhy\MASTERS\Building Plancheck Cklst Form (Generic).doc ,ST -.ND ,RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D D D 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. iHowever, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. F:\Farmer\Kalhy\MASTEHS\Building Plancheck Cklsl Form (Generic).doc ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirmed information from applicant. D Calculation based on building plancheck plan submittal. Address:Bldg. Permit No. Prepared by:Date:Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: A PQ Sq. Ft./Units: / Types of Use: - Sq. Ft./Units: APT CALCULATIONS: List types and square footages for all uses. Types of Use: $F~& Sq. Ft./Units: / Types of Use:Sq. Ft./Units: EDU's: EDU's: ADT's: ADT's: FEES REQUIRED: WITHIN CFD: D YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) D NO D 1. PARK-IN-LIEU FEE FEE/UNIT: PARK AREA & #: . X NO. UNITS:= $ D 2. TRAFFIC IMPAC AD/s/UNITS:/« D 3. BRIDGE AND TH ADT's/UNITS: D 4. FACILITIES MANAGEf UNIT/SQ.FT.: D 5. SEWER FEE EDU's: / f JGHFARE FEE ^ENT FEE (DIST. X ZONE: X #1 ***** DIST. #2 FEE/ADT: FEE/SO. FT./UNIT: DIST. #3 ) -$ f^O -, ltd FEE/EDU:= $ BENEFIT AREA: EDU's:X n 6. SEWER LATERAL ($2,500) D 7. DRAINAGE FEES PLDA_ ACRES: FEE/EDU: HIGH FEE/AC: V = $ />\ (f = $ /LOW / N=$ /£ V . K (h*- £**> D 8. POTABLE WATER FEES UNITS CODE /CONNECTION FEE METER FEE SDCWA FEE IRRIGATION Word\DOCS\Misforms\FRe na 1 of 2 Kathleen^Farmer - Ron Paul'£J3ujlgNng^pj3rjTi[t qnJSaBadjgni^^ From: John Maashoff To: Kathleen Farmer Date: 08/14/2006 10:53:50 AM Subject: Ron Paul's building permit on Cazadero can be released. wE'LL fax you the info later today. Ron Paul's building permit on Cazadero can be released. wE'LL fax you the info later today. V t CC: Tim Fennessy D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Planner Greg Fisher Address. Phon^/760) 602-4629 Type of Project & Use^ APN Zoning:, _Net Project Density:,DU/AC General Plan:Facilities Management Zone CFD (in/out) #_Date of participation:.Remaining 'net dev acres:. : / Circle One (For non-residential development: Type of land used created by this permit: \ ) Legend:, ^ Item Complete Q Item Incomplete - Needs your action Environmental Review Required: YES NO TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If n Conditions of Approval: state conditions which require action. \ Coastal Zone Assessment/Complian Project site located in Coastal Zone? YE CA Coastal Commission Authority? YES. NO/^ 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 #: 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: (Effective date of Inclusionary Housin Data Entry Completed? YES (A/P/Ds, Activity Maintenance.^nter Enter Fee, UPDATE!) YES NO iance-May21,1993.) i :oolbar, Screens, Housing Fees, Construct Housing Y/N, H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Site Plan: 3 D DD 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way 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. D D 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. ' Shown Shown ^Shown Shown Shown 3. Lot Coverage: 4. Height: Shown. Shown Shown Shown Shown -^9- UL n Spaces Required.Shown.5. Parking: (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments o Y\/V 1 H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 OK TO ISSUE AND ENTERED>APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 Rancho Cazadero Lot A 10/18/05 Plan check comments Structural 11 a guard rail calculations attached 20 S2 Note 17 added to Framing Notes 21, 24 truss calcs provided and reviewed 25 S2, S3 shear xfer connections detailed, called out Note added: .. Details apply to all similar conditions.." 37 S1 concrete filled bollard shown on foundation plan, detail 16/S4 added 52 please see below 53 lateral revised, this wall omitted. - Drag trusses not utilized (or designed) shearwalls (or sheathed gable trusses) frame up to roof sheathing, (details correct) 54 S2 11-7/8" TJI 360 spec corrected in framing notes, under "framing materials" (one spec location per plan set) 55 10/S4 detail revised for chord at offset walls in garage please see below 56 please see below 57 10/S4 detail revised for shear xfer at offset walls in garage 58 XX Living roof lateral analysis attached 59 Plan check revisions not bubbled 62 section cut lines shown in key and on plans 65 xx calculation attached 66 please see attached 67 xx lateral distribution revised - calc sheets attached 52 lateral loads, diaphragm and sub-diaphragms reviewed and revised, please see attached* 55 shearwalls are located around opening boundaries so primary lateral loads are 56 resisted locally, only minor secondary loads distributed thru the flexible diaphragm 68 Loads distributed and sized to minimize stresses due to diff. relative stiffness 69 Chord stresses are very small. S2, S3 Drag lines and connections indicated on framing plans The truss calculations have been reviewed and are consistent with the structural design STRUCTURAL CALCULATIONS Project: Rancho Cazadero Lot A Date 8/25/2005 Front - rear loading 2nd level v= 1st level v= Wall line Lateral Load Total 2nd Level A1 M Bath A2 Bed 2 D1 M Bed D2 Laundry Laundry 1 Bed1 2 Laundry Bath 3 Study 4 M Bath M Bed 1st Level A Entry Dining B Garage Kitchen Dining D Garage Kitchen Kitchen 1 Garage 2 Garage Garage trib ft 9.5 8.0 9.5 8.0 V2= 10.0 21.0 19.0 13.0 V2= 5.5 17.5 12.0 Vi= 10.0 21.0 V (Ibs 2654 2235 2654 2235 9779 2158 4532 4101 2806 13597 2527 8040 5513 16080 3721 7814 ft 279 #/ft 35 459 #/ft 35 segment 1 ft 4 2.67 4 7 6.5 2.67 4 4 # 12 10 7 11 6 6.5 3 # 5 7 13 2 2 10 3 6 # 2 8 12 V Ibs /ft 249 249 249 319 289 289 279 279 seismic 180 267 267 241 241 295 295 wind 211 211 473 473 473 290 290 290 seismic 1860 289 289 shr # 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 12 sw sw 10 10 10 sw 10 10 Side - side loading 2nd level v= 1st level v= wall h ft 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 Mo ft-lbf 8955 5978 8955 20116 16933 6955 10058 10058 19424 16796 23881 13026 17277 7974 9476 13266 55334 Simpson Simpson 26115 7834 15669 Dl intersect pif P Dead Load factor = 204 204 204 204 204 204 300 300 72 72 204 612 300 300 300 300 Dead Load factor = 228 228 Balloon frame from 72 216 72 72 72 72 180 180 180 180 Dead Load factor = 274 548 144 288 274 548 Strongwall SW24x9 Strongwall SW24x9 201 201 96 288 96 288 Dead Load factor = 216 #/ft 372 #/ft (%) ft 63 63 HD MR HD Force Simpson ft-lbf 0.67 1640 852 1640 6332 1333 1582 2412 2412 0.67 12832 1st floor 2195 3449 1158 3332 905 0.67 4131 3714 20286 8080 868 2316 0.67 Ibs 1829 1920 1829 1969 2400 2013 1912 1912 549 2086 1857 1978 2146 2357 1069 1365 2696 1803 2322 2226 (2) Simpson Strongwall SW32x9 9 9 20837 31256 144 144 72 72 3859 4052 2122 2267 MST37 ** MST37 ** MST37 ** MST37 MST37 ** MST37 ** MST37 " MST37 ** MSTC48B3 MSTC48B3 ' MST37 MST37 MST48 MST48 ** PHD2 PHD2 PHD2 SSTB28 SSTB28 PHD2 PHD2 ** PHD2 SSTB28 PHD2 PHD2 Wall line Lateral Load Total trib V ft (Ibs Entry 3 Kitchen Dining Dining 4 Family Dining 5 Nook 19.0 7070 segment 1 ft 7 14 4.5 4.5 7.5 1.5 V Ibs /ft 289 307 307 307 537 537 shr # 10 10 10 10 12 SW wall (%) h ft 9 9 9 9 9 Mo ft-lbf 18232 38730 12449 12449 36279 Dl intersect pif 72 427 72 72 427 Simpson Strongwall P 72 72 72 SW18x9 HD MR HD Force Simpson ft-lbf 1520 28037 706 706 8046 Ibs 2388 764 26'10 2610 3764 PHD2 PHD2 PHD2 PHD2 PHD5 SSTB28 0.0 Vi=23442 #wind cantilever through diaphragm Redundancy factor UBC 1630.1.1 , v1 = Vmax = rmax=: AB = p= 16080 2902 0.18 1904 1.0 Ibs Ibs Ibs sf total story seismic shear 10v/lw wall line D @ garage / V1 - element-story shear ratio -0.542-(20/rmaxAB 1/2) =1 <p< 1.5 Notes: 1 MST37 may be used on double stud if centered w/ equal nails in each stud 2 Use Simpson SSTB20 bolts @ PHD5 3 Use Simpson SSTB16 bolts @ PHD2 4 MST37 may be used on double stud if centered w/ equal nails in each stud 5 MST48 requires 4x4 posts Indicates strapped opening req'd (wall pier) for H/W ratios D D Ok W Rancho Cazadero Lot A 8/25/05 Plan Check T= < /.?•= fe/z. -f { 337? ~f- •> i«M Rancho Cazadero Lot A 8/25/05 4 Plan Check - id- s 3' ^ 512)f 3//T- = -p4A2<1 '' " t f Rancho Cazadero Lot A 8/25/05 Plan Check n -* i H1 ^ r ' 7SD IQ.-T' Sf ixieline Lumber Company Serving Southern California since 1913 Division of LANOGA CORPORATION TRUSS DIVISION 2740 Tidelands Avenue National City, CA 91950 Ph. 619.263.6161 • Fax. 619.477.6891 1-800-DIXIELINE A^feyerhaeuser Business Shear Panel ClTJI Joist d Si lent Floor cw •1,430 =• a -• HI•" ° •*. *• W&> = °,=! 5o »(A (A o w > CO50 H n > > D g B 0 w W 0> > n D N > 0D H W 2 03 Jd Z p 0 H xl M D n D fn H-a <o. u 0000 0000 ODD (u 01woo•0 I I » "0 fn H trH- rf n fO N)Ul Ul n napo D n HK nx ••po > xco ton CDD x x oo > tBronD D W S01 n ort > *(1 (H .... n [Qj 7 T10 T10A T10B ir \ "7\ O 'i1 m T10F T10G - £| SSSs TStS^^ilEs—I tn in UVi- O O O O O~ t'J , — (U (D ,_ • -S?og ^SS^g"°oSS|^-,2ysg^ sssssi $-"?sgsK JAN-05-2007 FRI.03:03 PM Truss Yard FAX NO, 619 477 6891 P. 01/01p.»l i EBSSf £23?nga|lOssils lsaanjdSja CDEiia?f t*!g^acna^°3?i S55°"33= ?ias 1Ei « licO gifi Unit m-4 I ClXBix-^ai^^jnnLin^lgBSnlESffil S^'^^|sss||s|^|5 «?-,(jneg!i3STja 'sl-sii- i885'Sl'Slas a=»" 5. §1 a 01(D OO I I.u.0.10,- co^01ro.J>U«M->_Q'-C2°OD .01ii,-^! «W8 »»««S|«jg|=g«-'g llflll^ Vs 5 3 > § 3 i » &. § 1! 3 iin- n z g. < - sr = <" a E-<><»»>-= a |SS|£>ilflStttitl^ - I 2 r 3 = 8. 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O Q toCJ<D g 5^e 2 >Sfe 2 3is 8O]=1=1 E| I DDOELINE LUMBER ENGINEERED WOOD PRODUCTS 2740 TTOELANDS AVENUE NATIONAL OIY, CMJEOBNtt 91950(619) 26M161 FAX (619H77-6S91 GENERAL NOTES AND INDEX o> fop bo B <M.Y. IT COVOMB * us ttsw ICMU at isa fiaHMt tf MOJC w*i- u»tf«f \ts wu KU a womtt MM* wma DIXIELINE LUMBER ENGWEERED WOOD PRODUCTS 2740 TIDELANDS AVENUE GABLE END DETA LS (619)26^161 FAX(619H77-6891 MPOD aa. a tana m M owom ou..^. ..KW vatnw wm • me » «m ma MOM K»ua M KU naaa a taxjtx uuu ^.^ U.Y in wu » w MM«n> WHOM nnmaC/)nmCD (O s70 m CD | o moo 1o o to D1XIELINE LUMBER ENGKEERED WOOD PRODUCTS 2740 TIDELANDS AVENUE NMWW.CnY,C«JFORMA919SO FAX(619H77<891 GABLE END DETAILS «• OMMI KKW ft wi rvran m tact* aaa earut i» *"U •»X X CDI "~Qin I OOCJOC/) </> Z i-- to too>x xI m m oI I y i 5 "> >2 oz rno -n DIXIELINE LUMBER BttMEBe WOOD PRODUCTS 2740 T1DELANOS AVENUE NMIOW.CnY,CWJFORIW91950 8CISS. GABLE END DETAIL o • U1WT • MHMBID R»X MC MIX MKK0T OF fi MX X CDO)U>o071m oV)o-n 1Oroo>o Iss DIXIELINE LUMBER ENGMffiCD WOOD PRODUCTS 2740 TIDELANDS AVENUE NM10NM.CnYlCUJFORMA919SO STANDARD FURRING DETAIL i unu • mica m nm ucun rurom nu. it c i MI M mimni wma u MOBS. MM VXKI ma •• teat a m> Mora, ui i t emu MC ni nwon <i neux -. ai»« ae vwi K • MUMP MMM nn» H»MK»o5 ICOg§oo1sro l\3as oK10»o»rooO§ O ENQUEUED WOOD PRODUCTS 2740 HOELANDS AVENUE IHTX)NM.CnY,CMJFORMA91950 ssaoi tt aa ss&ei a t&a not K-eits I* *»- _. A sfnemtm* ten** amtea. 10mo o CDIm SIDE JACKS WITH _zilIIopoztggIImo513gS55"ECJ(/J>?sfi FACE OF TRUSS DDQELINE LUMBER BKMBe WOOD PRODUCTS 2740 TIDELANDS AVENUE NMONM.CnY,CMJFORMA91K)HIP FRAMING DETAIL HI icon • tuctst nt ma mam WHO MI. » KBOU mi w> t Ub* U IOCUE&! SMI » BBB IKfiMt M tWM Ktt«i £U BU t**ta, a tUDM lUU OWiU 4B iWUi Kl K WIWID HUM (t»!U X 3 o:r §o si ^ S DIXIELINE LUMBER BKMERED WOOD PRODUCTS 2740 TIDELANDS AVENUE NKnONM.CnY,CUFORMA919SI> (619)2SM161 FAX(619}477-6891 HIP FRAMING DETAIL I 10 o Z3 O O T> ZO M £2z zo >IZoGmom os:> *o m-i _z S;HZ i co r= m O >CD O8£§« I"O CD DDQELINE LUMBER ENGNERB) WOOD PRODUCTS 2740 T1DEUNDS AVENUEmnoNALcny, CAUFORMASIOSO (619)26^161 FAX(619H7/-6891 HIP FRAMING DETAIL I 10o I ucdw MMttt au. a <r*imt *n nc Ut BMSMG IU>U K tCU B3U.Y 5f BOCK aHuK JJO BUU «» U OObMa WWII IMIU HIMtlMa-Hm_O -H Tlx"zgD3> D P2 70 'tj n >- ~n-H > Xmo. "Uo /O 5m o td » ng * m iQ. m a a H •.— i tna a n nx 2axia CO m (X) CX)cXJm tx)i-nn C T)^0 7Dm-1 </)a fcomS-non I-TS > td C/)om a 73' a o Q. tln mC u-*<--i1IJ5R D1XIELINE LUMBER ENGWffiO WOOD PRODUCTS 2740 T1DELANDS AVENUE KHMNALCnY,CALFORflA91950 (619)26^161 FAX(619H77-6891 HIP FRAMING DETAIL Oi WNBtt uu. a uumit tnu we -'«in "Know. MKI • nsaa n mot ftann MI saum EUUW us las nonsn or aus uu«t caww <M MIU. « u «.idun> w»w was* fCD mC ^3O QmZ!•z. oo >m om -z.JO (/) DIXIELINE LUMBER BKMSRB) WOOD PRODUCTS 2740 TIDELANOS AVENUE CONVENT10NALHIPFI p> M oo § as -wen ass. •• KJJ is BBS SEES sa Mt» ^MK M tsi «»»? • saw BHS se*a» & <ssi ss» a swaa HISW «ww msse Ji/) oiia >X r-5Q s: s II 3| e II s DIX1ELINE LUMBER BfiMEERB) WOOD PRODUCTS 2740 TIDELANDS AVENUE HIP BEAM DETAIL ret BUB ucaoi sa»aa aa. t astua m, as BUSOTO HUKSI a i.iv,m. aa «oc ares ' rass £ aw OBIJM sa wet; EWUC M «ai mntn 0 tti._ O Om 3 O O o > mo > m 8~nFC7IIxs: O ^ I/)to LO 10 S> 5> CD f O ™ Ois az O TJis § XO)Sm S i! s s I M DIXIELINE LUMBER BKHEBE) WOOD PRODUCTS 2740 TIOELANDS AVENUE NM10NM.CnYlCMJFORMA919SO VALLEY FRAMING DETAIL or onuc 1111 MI eeuMwr JUB WUIHOTK e »a LUSH • MHO i vstm MUKBS MS. i Sana w» UK .— ,~i » wast ut &^& lExii u JM tmeai v aans Hsm ujfidr «& KU as 3 i*L-«M9 KMKI mrr^ rts«wii10-ISJ p DIXJELINE LUMBER ENGNBED WOOD PRODUCTS 2740 T1DELANDS AVENUE NATIONAL CnY.CAUFORMA 91950 VALLEY TRUSS DETAIL t J8" _ r— -»^^\70•^S^g-S,5ioa•K*3^it-ii"2:^wg-3 s§5F1°S "la2 T>W ws71?I' m i|S I< c. : (/* 5 S o O om o z B i n> -o_ 2 o g oo mo ICT<L o"o a .***. DIXIELINE LUMBER ENGMSRED WOOD PRODUCTS 2740 T1DELANDS AVENUE NATIONALCnY,CALJPORIM919SO VALLEY FRAMING DETAIL p>fo t utmi oowwr AND mm nor K MKRWIKD MIMOMT vnnoi r OO -58gCO VI -TRUSS # 1TRUSS # 2TRUSSJ3TRUSS # 4TRUSS # 5. CJoX o > zj o ° ~z.> po O Mmtoto TRUSS # 1 TRUSS # 2 TRUSS # 3 TRUSS # 4 TRUSS # 5 OO p OJ 'si ifrtjo! ii DIXIELINE LUMBER ENQUEUED WOOD PRODUCTS 2740 T1DELANDS AVENUE NATIONAL CnY,CALFO»«91950 TRUSS TRUSS jji 2 TRUSS ff 3 TRUSS # 5 >•<s J?USS # 4 AHIC ACGES DETAIL at fo » « MMo m tui ucun MOB nur. n caraK mcix 1 i mama mnum «c IBU noonr er BBBBK UMO imuftmy a* aMLNoi K MfnwiD •mauTMBnoi r tor->-006m>mopo m c*!C 'Oi sg2 mo o•S3||^O CO>o OtOof^3Z)—1cCOto-c c \ "•«. Y Olco" g k • X iCOin \ 10XO) 6 0m OD \ DIX1ELINE LUMBER ENGNEERED WOOD PRODUCTS 2740 T1DELANDS AVENUE 30X30 ATTIC ACCESS i UIWT • Mima ra nut uain turao our. n c w BUM nua K m man cr trauc L Muw«MB«miMEUG«UNMMOT.!itttteM«un[UM^ Kit ittsu aro • mat« BBS wow M«U'«J KWM s» ».i JURSI DIXIELINE LUMBER ENGUEERED WOOD PRODUCTS 2740 TIDELANDS AVENUE NM10NM.CnY,CMJFORIM91950 PIGGYBACK DETAIL gXGL5'•P- Xn 00Coornoo mo Om cwCOcoo' o Tl > Om 70toCOtoofcr>: tooo 70*—I~070COto mciCOtonto\ *1 *°i ^5 r5 nto _|7]toton cicm to—i to t—I • I on n 5CZz TO c\cn^- to^I nnan w to oa w m. n C0£ z toaa > iX O" totomto 705 3to gnto w--< >aom73 73<:> n m i~or- HH <" i l ai g 7J " g S "•H73Ctoto E 70 D1XIELINE LUMBER ENGMEERED WOOD PRODUCTS 2740 TIDELANDS AVENUE (619)263^161 FAX(619H77-6891 8KYLIGHTIFIREPIACEFI % s£ UHU s HMO «i s mam mna MI. 2 unaa «a vc na ua toon, ma* • na * nui wam M HUU M KU laonm » BOUU i uo anu. ua m uauau tr~ m CD> XIfil r- c g D M DIXIELINE LUMBER ENGMEERED WOOD PRODUCTS 2740 T1DELANDS AVENUE NATO«LCnY.CWJORMA919SO FLOOR BRACING DETAIL p> fo > umn « idUBD m i • mat M IMS E This safety alert symbol is used to attract your A attention! PERSONALSAFETYIS INVOLVED! When ^^ you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result In personal injury or damage to structures. DANGER: A DANGER designates a condition ^\ where failure to follow instructions or heed warn- ^P^ ing will most likely result in serious personal Injury or death or damage to structures. A WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ® It is the responsibility of the installer (builder building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erectororerection contractor is advised to obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB- 91" from the Truss Plate Institute. A CAUTION: All temporary bracingshould be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2* on-center or less. All multi-ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. -^8'-10' 8'-10' . ^^ A CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A . WARNING: Do not break banding until Installation • . begins. Care should be exercised In banding re- moval to avoid shifting of Individual trusses. A.WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. :•-•"••' A CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. Do notbreak bands until bundles are placed In a stable horizontal position. A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 A WARNING: Do not attach cables, chains; or hooks to the web members.A WARNING: Do not lift single trusses with spans greater than 30' by the peak. Tag Line/ MECHANICAL INSTALLATION . 1Approximately Vi truss length Approximately^ Tag Vi truss length \ Line Truss spans less than 30*. Spreader Bar -^-a^-. ^ Toe In "\ • Jliiiii i J1141 t •. jj-~" - -|rT -"SSISsC: Approximately ^ Vj ton truss length Less than or equal to 60' Toeln Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Approxmately V4 to y, truss .length Less than or equal to 60'Tag Line Approximately to % truss length Tag Line At or above j' mid-height {. GROUND BRACING-.BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR ••''A r \ \\ ' \\ \ \y*;X \ \ \ ' / \ Ground braea diagonaMQBD) Note: 2nd lloofeyaUm ah.II have tuata capacity to aupporl ground CAUTION:'Groundb Frame 2 4 or greater DF - Douglas Fir-LarchHF-Hero-Fir Top chorda that ere Inter illy braced can buckle together .nil cauee collapse itlhere la nodiago- nal bi King. Ol.gon.1 biaclng aliould be nailed lo Ihe undereide of (he lop chord when purlin, me allnched It) tilt lopiide ot the lop chord. SPAN UD to 32' Over 32' - 48' Over 48* - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP CHORD LATERAL BRACE SPACING(LBs) 8' 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBcj) [# trusses] SP/DF 20 10 6 SPF/HF IS 7 4 See a registered professional engineer SP- Southern Pine SPF-Spruce-Pine-FIr All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace — ... Requited 10' or Greater Attachment Requited - PITCHED TRUSS WARNING: Failure to follow these recommendations could result ln;:& SPAN Up lo 28' Over 28' - 42' Over 42' - 60' Over 60' MINIMUM PITCH 2.5 3.0 3.0 TOP CHORD LATERAL BRACE DIFFERENCE SPACING(LBS) T 6' 5' TOP CHORD DIAGONALBRACE SPACING (DBg) \# trusses] SP/DF SPF/HF 17 12 See a registered professional engineer 12 DF - Douglas Fir-LarchHF-Hem-Fir SP - Southern Pine SPF- Spruce-Pine-Fir Continuous Top Chord . Lateral Brace .. 'X ? Required '*$? - 10' or Greater | Atlochmcnt Required ..• .1 •- . All lateral braces lapped at least 2 trusses. Top chord* .till *i• Ulcially braced c»n buchk logelherainde«u»tteollap»*i(lheieisnodi.too- nal bracing. Diagonal bracing ahould be nailed lo the underside o( Uie Inp choid when pvilina ar« attached to the topaide ol the top choid. SCISSORS TRUSS Frame 3 4 or greater SPAN Up lo 32' Over 32' - 48' Over 48* - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM CHORD LATERAL BRACE SPACING(LBS) IS' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) I# trusses) SP/DF 20 10 6 SPF/HF IS 7 4 See a registered professional engineer DF - Douglas Fir-Larch HF. Hem-Fir SP - Southern PineSPF - Spruce-Plne-FIr All lateral braces lapped at least 2 trusses. Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. •BOTTOM CHORD PLANE : , Failure to follow these recommendations could result In f-=;-VV^ •$ ^ ;'% -^ ••••;•. Cross bracing repeated at each end of the building and at 20' Intervals. x '•' \ , =4S-\ "'-. '• - - : -;fc:.. j / — WEB MEMBER PLANE Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 SPAN Up to 32' Over 32' • 48' Over 48* - 60' Over 60' MINIMUM DEPTH 30" 42" 48" TOP CHORD LATERAL BRACE SPACING(LBS) 8* 6' 5' TOP CHORD DIAGONAL BRACE SPACING (DBS) [« trusses] SP/DF 16 6 4 SPF/HF 10 4 2 Sco a registered professional engineer 2x4/2x6 PARALLEL CHORD TRUSS Topchoidi ttul«i« Mcitlly braced cintiiickli logelher Mid c«u»ecolUp»e U Iliele Uno di«go- nal bracing. Ol.go.i.lt>i.cing.hould to lulledlo UK und«»lde o> Ito top clHxd whm puilliu •!• (lUchid lo the topiid* of Hie top choid. DF - Douglas Fir-Larch SP - Southern Pine HF - Hem-Fir SPF • Spruce-Plne-FIr Continuous Top Chord Lateral Braco Required 10'orGrcolci , Attachment Required " -1 I ,/» ., 1 The end diagonal brace lor cantllevered trusses must be placed on vertical webs In line with the support. End diagonals arc' stability and must be dupll both ends of the truss system. 4x2 PARALLEL CHORD TRUSS:TOP CHORD lap chorda Ihtl are laterally brand can buckle together endcaueeeoHapee iflhare la ho diago- nal br icing. Diagonal bracing ihouU b> nailed to Ihc undef eld* cil the lop chord when puillnoare attached lo IM lopelde ol Mil lop chord. «*^ Continuous . .^ Top Chord Lateral Brace Required 10* or GIOI AHochmcnl Required --._ ilor I3 , *. •':Y All lateral brace* lapped at least two • , trusee*. -|- k- Trusses musl have lum- ber oriented in the hori- zontal direction to use this brace spacing. End diagonals are essential for :%••; stability and must be duplicatedWj. both end* of the true* system. * '' Frame 5 SPAN Uplo24' Over 24'- 42' Over 42' -54' Over 54' MINIMUM PITCH 3/12 3/12 3/12 TOP CHORD LATERAL BRACE SPACING(LBS) 8' T 6' TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses] SP/DF 17 to 6 SPF/HF 12 6 4 See a registered professional engineer DF - Douglas Fir-LarchHF-f fern-Fir SP - Southern PineSPF- Spruce-Pine-Fir / __ AN lateral braces Diagonal brace also required on end verticals. I op clients dial at c latctally faiaced can buckle liigellict and eatiBccollapac if Ilicre la no diago- nal biacing. Diagonal biacing aliould be nailed lu Hie iimlnfiitle ul lite lop choid when puillna aie allaclied lo tlie lopaidc of the lop chord. MONO TRUSS lapped at least 2 trusses. Continuous Top Chord Lateral Brace -... Required 10* or Greater A WARNING: Failure to follow these recommendations could result In severe personal Injury or damage to trusses or buildings. ;• .• &•>;••:' INSTALLATION TOLERANCES BOW Length L(ln) - PLUMB D(in) 12" _?£_ 36" 48" 60" 72".-84:_?§r_. ~108"" D/50 1/4" t/2" 3/4" 1" 1-1/4" 1-1/2" _L3/41 _2"r D(tt) 1* 2% 3' 4' 5' 6*_r_ _.?!_ 9' I Lesser of L/ZOOorZ" f - 1 t LIIrO >t Ldni a ' Leaser of L/200or2" Maximum Misplacement L(ln) L/200 L(fl) _521_ ISO"3/4- K_ _*3L 12.5' L(ln) L/200 L(ft) 200" 250" 300" 1" t-t/4" t-t/2" 16.7' 20.B* 2S.01 OUT-OF-PLUMB INSTALLATION TOLERANCES.OUT-OF-PLANE INSTALLATION TOLERANCES. .^: hsnravicn.v.^wnuvi ,.iiu vii vuiiivti 'V,conBtructlonloa'd80fany;de8crip > -on unbraced'trusses; ^^'.'rf'TO Frame 6 STRUCTURAL CALCULATIONS Page 1 of 28 Project: Rancho Cazadero Lot A City 2817 Cazadero Street Date 8/25/2005 Carlsbad Building Dept Plan Check: UBC Seismic Zone Seismic Factor Near source class Near source distance Basic Wind Speed Wind Exposure LOADS ROOF Roof Covering Ply (1/2") Trusses Joists Insulation Ceiling Misc. Dead Load Snow Load Live Load TOTAL LOAD MATERIALS (UON) Concrete Type V f'c Grout Reinforcing Steel Structural Steel City of Carlsbad EsGil 1997 4 .143 B > 10km 70 mph C 2.0 psf 1.5 psf 4.0 psf 0.5 psf 2.5 psf 1.5 psf 12.0 psf 0.0 psf 16.0 psf 28.0 psf : 3000 psi : 2000 psi : A-615 : A-992 (UON) : A-46 : A-501 orA-53 Soil Report Soil Profile Allowable Bearing Active Pressure Passive Pressure Friction Coefficient FLOOR Flooring Underlayment Plywood Joists Insulation Drywall / T Bar Misc. Dead Load Live Load TOTAL LOAD Masonry /'m Mortar : 40 #5 & smaller 60 #6 & larger W, C, MC, L, WT structural tubing pipe columns Phone (760)438-1161 Phone (858)560-1468 .'Christian Wheeler Engineering :CWE 2040602.1 6/29/04 :SB : 3500 psf : 35 pcf (level), 55 pcf 2:1 : 350 pcf :.35 WALLS 1.5 psf Ext Stud : 16 psf 0.0 psf Int Stud : 8 psf 2.0 psf Veneer : 40 psf 2.5 psf CMU : 135 pcf 0.5 psf 2.5 psf 1.0 psf 10.0 psf ^Z====:::::Z>^ //<£& Af?cV>\ 40.0 psf //rf&^^&SlN //VM 4^\ 50-0 Psf ((<^3h4^ \\tf\\C / 1/31/07 AfcTy YV^O^ENEWAL//jr/vv/y^ ^ — <Tayy : 1 500 psi NS-P^ CAV$-^/^ : Type M or S ^^-T^^ Dimensional Lumber Engineered Lumber DF/L TrusJoist MacMillam PSL Parallam LVL Microllam LSL Timberstrand TJI Pro series Grade : #2 -joist, rafter, header NDS #1 - beams & stringers NDS stud grade - studs NDS Parallel strand lumber NER-481 Laminated veneer lumber NER-481 Laminated strand lumber NER-481 I joist NER-119, NER-200 STRUCTURAL CALCULATIONS Page 2 of 28 Project: Rancho Cazadero Lot A 2817 Cazadero Street Date 8/25/05 Lateral Analysis Dimensions: 1st 2nd ht/w Front to Rear 63 63ft 0.43 Floor diaphragm height 10ft Side to side 35 35ft 0.77 Exterior wall height (typ) 20ft Wall Height 9 9 Ridge height (avg) 27 ft Wind : P = Ce Cq qs lw Cq = 1 .30 Pressure coefficient (projected area) UBC 1621 .3 Exposure C qs=12.6 psf Wind stagnation pressure Basic wind speed = 70 mph Front - rear Side - side Height AFF Ce P sf 0-15' 1.06 17.4 390 15-20' 1.13 18.5 174 20-25' 1.19 19.5 163 25-30' 1.23 20.1 40 Net base wind load P = Base shear vi = Second level wind load P2 = Second level shear V2 = Seismic V = (2.5Cal / R) W UBC 1630.2.1 V= 0.200 W E= pEh + Ev UBC 1630.1.1 E=V/1.4 UBC 1612.3.2 E= 0.143 W Design service load Weights 2nd level #/sf SF Ibs ht Roof 12 2345 = 28140 22 Floor DL 10 Ext wall 2 16 945 = 15120 17 Ext walM 16 Intwall2 8 909 = 7272 17 Int wall 1 8 W2= 50532 # Force 6771 # 3221 # 3177 # 806 # 13975# 399 #/ft 3982 # 114 #/ft Soil profile = Seismic zone 4 Importance factor Plywood shear walls sf 624 291 264 103 P = V-| = P2 = v2 = SB Seismic amplification factor Near source acceleration factor Ground acceleration coefficient 1 st level Mo SF 619080 455 1794 257040 945 914 123624 909 203 999744 Wi = Ibs 5460 17940 15120 14616 7272 1620 62028 Force 10834# 5386 # 5146 # 2075 # 23442 # 372 #/ft 13597 # 216 #/ft Z = 0.40 l= 1.0 R= 5.50 a0 = 2.80 Na= 1.00 Ca = 0.44 X Na ht Mo 1 1 60060 10 179400 13 196560 7 102312 13 94536 7 11340 # 644208 Seismic loading 2nd level 1st level Front - rear 2nd level 1st level Side - side 2nd level 1 st level 9779 # 16080 # Seismic distribution Vi=SV Seismic Wind v= 279#/ft> 114 v= 459#/ft> 399 F-R v= 155#/ft< 216 v= 255 #/ft < 372 S-S UBC 1630.5 SEISMIC GOVERNS SEISMIC GOVERNS WIND GOVERNS WIND GOVERNS Dead Load factor (Seismic/1.5wind) 1.64 Use 0.85 DL 0.77 Use 0.67 DL 0.48 0.46 Use 0.67 DL Use 0.67 DL STRUCTURAL CALCULATIONS Page 3 of 28 Project: Rancho Cazadero Lot A Date 8/25/2005 Front - rear loading 2nd level v= 1 st level v= Wall line Lateral Load Total 2nd Level A M Bath B Bed 2 C Bedrms D Laundry Laundry MBed 1 Bed 1 2 Laundry Bath 3 Study 4 M Bath MBed 1st Level A, B Garage Dining Entry D Garage Kitchen Kitchen 1 Garage 2 Garage Garage Entry 3 Kitchen Dining Dining trib ft 5.0 11.0 13.0 6.0 V2= 10.0 21.0 19.0 13.0 V2= 17.5 17.5 Vi = 10.0 21.0 19.0 V (Ibs 1397 3073 3632 1676 9779 2158 4532 4101 2806 13597 8040 8040 16080 3721 7814 7070 ft 279#/ft 35 459 #/ft 35 segment I ft 4 4 13 13 4 4 6.5 # 12 10 7 11 6.5 3 # 13 7 7 16 3 6 # 2 8 12 7 14 4.5 4.5 V Ibs /ft 175 175 236 279 116 116 116 seismic 180 267 267 373 295 295 wind 298 298 298 322 322 322 seismic 1860 289 289 289 307 307 307 shr # 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 11 11 11 sw 10 10 10 10 10 10 wall h ft 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 Side - side loading 2nd level v= 1st level v= Mo ft-lbf 6286 6286 27660 32689 4162 4162 6763 19424 Dl intersect pit P Dead Load factor = 204 204 204 612 300 300 72 72 300 300 300 300 300 300 Dead Load factor = 228 228 Balloon frame from 16796 36906 17277 7974 34840 18760 18760 46310 8683 17366 (2) Simpson 20837 31256 18232 38730 12449 12449 72 216 72 72 180 180 180 180 Dead Load factor = 274 548 144 288 144 288 201 201 96 288 96 288 Dead Load factor = 216 #/ft 372 #/ft (%) ft 63 63 HD MR HD Force Simpson ft-lbf 0.67 1640 2734 19598 4703 2412 2412 5553 0.67 12832 1st floor 2195 3449 3332 905 0.67 20286 3714 3714 19392 868 2316 0.67 Ibs 1162 888 620 2153 438 438 186 549 2086 3042 2146 2357 1120 2149 2149 1682 2605 2508 Strongwall SW32x9 144 144 72 72 72 72 427 72 72 72 72 3859 4052 1520 28037 706 706 2122 2267 2388 764 2610 2610 MST37 ** MST37 ** MST37 MSTC48B3 MST37 ** MST37 ** MST37 MSTC48B3 MSTC48B3 MST48 MST48 MST48 ** PHD2 PHD2 PHD2 PHD2 PHD2 ** PHD2 SSTB28 PHD2 PHD2 PHD2 PHD2 PHD2 PHD2 Wall line Lateral Load Total •*. 4 Family Dining 5 Nook trib V ft (Ibs 13.0 4837 0.0 Vi= 23442 segment wall (%) I ft 7.5 1.5 # Redundancy factor UBC 1630 V-i = Vmax = I'm ax = AB = p= 16080 3216 0.20 1904 1.0 Ibs Ibs Ibs sf v shr h MO Dl intersect MR Ibs /ft # ft ft-lbf plf P ft-lbf 537 12 9 36279 427 8046 537 SW Simpson Strongwall SW1 8x9 cantilever through diaphragm wind .1.1 total story seismic shear 10v / lw wall line D @ garage Vmax / V-i . element-story shear ratio 2-(20 / rmax AB1/2) = -0.29 1 < p < 1 .5 HD HD Force Simps Ibs 3764 PHD5 SSTB28 Notes: 1 MST37 may be used on double stud if centered w/ equal nails in each stud 2 Use Simpson SSTB20 bolts @ PHD5 3 Use Simpson SSTB16 bolts @ PHD2 4 MST37 may be used on double stud if centered w/ equal nails in each stud 5 MST48 requires 4x4 posts ** Indicates strapped opening req'd (wall pier) for H/W ratios <gN Page 5 of 28 n \swS61B28-V VV/-SSIB2* iV-Tl SH22X1X6\sw/ 1= t'-CfVTo7 \R02~~ RO2 /S61B6 /10\ T-61 © Page 6 of 28 r i Kf-cr \10/ BMAJXHFRMf fi /i_2n STRUCTURAL CALCULATIONS Page 7 of 28 Project: Rancho Cazadero Lot A Date 8/25/2005 SYM 4 5 6 7 8 9 10 11 12 13 14 SHEAR WALL MATERIAL 1/2" DRYWALL 5/8" DRYWALL 1/2" DRYWALL 5/8" DRYWALL 1/2" DRYWALL 5/8" DRYWALL 1/2" DRYWALL 5/8" DRYWALL 7/8" STUCCO 3/8" PLYWOOD 3/8" PLYWOOD 3/8" PLYWOOD 3/8" PLYWOOD 3/8" PLYWOOD 15/32" PLYWOOD NAILING (1,2) 5dWB@7" 6d WB @ 7" 5d WB @ 4" 6d WB @ 4" 5d WB @ 7" 6d WB @ 7" 5d WB @ 4" 6d WB @ 4" #16STW/ 7/1 6" LEG 8d BX @ 6" 8d BX @ 4" 8d BX @ 4" (7) 8d BX @ 3" (7) 8d BX @ 2" (7) 10dBX@2" (7) BLK (3) NO NO YES YES NO YES YES YES YES YES YES SHEAR TRANSFER BOLT TO CONCRETE (4) 5/8" @ 72" 5/8" @ 72" 5/8" @ 72" 5/8" @ 72" 5/8" @ 72" 5/8" @ 48" 5/8" @ 36" 5/8" @ 30" 5/8" @ 24" or 3/4" @ 32" 5/8" @ 18" or 3/4" @ 24" 5/8" @ 15" or 3/4" @ 20" NAIL / BOLT TOWOOD 16d@24" 16d@ 16" 16d@16" 16d@ 16" 16d@6" 16d@5" SDS1/4X 4-1/2" @12"OC SDS1/4x6 @ 10" OC SDS1/4x6 @ 8" OC SDS1/4x6 @ 6" OC SDS1/4x6 @ 5" OC JOISTING (5) 16d@24" 16d@16" 16d@ 16" 16d@ 16" A35 @ 32" A35 @ 20" A35@16" A35 @ 12" A35@10" A35 @ 8" A35 @ 6" SPLICE (6) 16d@16" 16d@16" 16d@ 16" 16d@16" 16d@8" 16d@8" 16d@8" 16d@8" 16d@8" 16d@8" 16d@8" #/FT (9) 50 62 62 75 180 CDX = 260 STR I = 280 CDX = 350 STR I = 350 CDX = 380 STR I = 430 CDX = 490 STR I = 550 CDX = 640 STR I = 730 CDX = 770 STR I = 870 NOTES: 1. For plaster and gypsum products, nail spacing applies at all studs, blocks, top & bottom plates. 2. For plywood walls, nail spacing applies at all panel edges with field nailing at 12"OC (UON). 3. Where blocking is required, all panel edges shall be blocked with 2" nominal blocking. 4. Sill bolts are 5/8" x 10" anchor bolts with 7" min embedment, with 2" x 2" x 3/16" plate washers. 5. Applies to joist/blocking and roof diaphragm to shear wall connections. 6. Minimum lap splice to be 4ft with 12-16d nails @ each end and 1-16d nail every 8" OC 7. Sill & framing at adjoining panals shall be 3" nominal min where shear exceeds 350 #/ft. 8. Sill nailing to be through floor diaphragm into joist/blocking. Nails to be staggered. 9. Studs to be at 16" OC max 10. Pilot holes required for lag bolt installation. SDS screws are self drilling. ABBREVIATIONS: BL - Blue nails ST - Staples WB - Wallboard nails BX - Box nails Lag - A307 Standard Lag screw w/washer STRUCTURAL CALCULATIONS Page 8 of 28 Project:Rancho Cazadero Lot A Date 8/25/05 2817 Cazadero Street FOOTINGS Embedment inches 12 Bearing 2500 psf 2,500 Increase per UBC Table 18-1-A 18 24 30 36 42 48 2,750 3,000 3,250 3,500 3,750 4,000 A B C D E F Type continuous continuous grade beam isolated pad isolated pad isolated pad floor slab Mf (max) = As Fs j d M = VV L(max) = [2M M\ Spec 15" wide by 15" deep net (12" embed) w/ 2-#5 T&B monolithic 15" wide by 24" deep net (18" embed) w/ 2-#5 T&B monolithic 18" wide by 30" deep net (24" embed) w/ 3-#5 T&B #3 ties @ 12" OC monolithic 24" x 24" x 12" deep w/ 3-#4 each way 30" x 30" x 15" deep w/ 4-#4 each way 42" x 42" x 18" deep w/ 4-#5 each way 4" nom w/ #3 @ 18" OC each way @ mid ht min T = 5 /'c = 2500 psi Fs = 20000 psi .5Fy j= 0.9 P(max) = [Soil Bearing - (depth/12 x wt)] x Area wt= 150 (assumed) pcf Cont Pads A B C D E F depth in 15 24 30 12 15 18 Punching shear Vc=2x(f'c vc= 100.0 Shear Wall A Entry D Kitchen 2 Entry 3 Dining 4 Family Perimeter loads plf of footing Item roof walls floor footing Total load per foot P load @ header Footing spec As si 0.62 0.62 0.93 0.60 0.80 1.24 )1/2 a ft 7 3 7 5 7 psf 28 16 50 >t ^> d w b M(max) in IDS /ft in ft-lbs 12 234 15 13950 21 375 15 24413 27 563 18 56498 Ibs 9 600 24 3472 12 1172 30 7335 15 2756 42 21936 P(max) depth Ibs D 12 9400 E 15 14453 F 18 27869 P W (footing) L Ibs spec ftg +6T ft 2149 B 750 2.9 2605 B 750 2388 B 750 3.2 2610 B 750 3.5 3765 B 750 5.0 CASE1 Wall line A Trib load ft Ibs/ft 13 364 19 304 5 225 375 1268 3 3804 Ptn R L(max) Area ft sf 10.9 13.6 11.4 14.3 14.2 21.3 s } 324 4.0 1: 720 6.3 1. 1575 12.3 1 3x4 4x4 4 v (psi) v (psi) v (| 65.28 55.95 44 80.30 68.82 55 N.G. N.G. 88 L(req) M ft ft-lbs 1539 Ok 4.6 2679 ok 1901 ok 2271 ok 4725 ok Allowable #/lf P(max) 133% Ibs Ibs Ibs 3125 30899 41096 3438 30309 40311 4125 41191 54784 c fs 29 8573 22 10188 37 15725 <6 6x6 3si) v (psi) .76 35.61 .06 43.80 .47 84.45 9400 14453 27869 8x8 v (psi) 27.01 33.23 53.39 a = wall segment length b = footing extension L = P/w (ifb<0) L(req) = (2Pa/w)i/2 M1 = (Pab) / L(req) M2 = PL/4 (ifb<0) 6T = 6 x slab thickness ) Page 9 of 28 STRUCTURAL CALCULATIONS Page 10 of 28 Project:Date 8/25/05 Shear design for notched bending members FB-7 Beam @ garage /= 16ft member span w = 672 plf equiv uniform load V = 6050 Ibs R3 @ FB-7 shear force dn = 6.00 in depth remaining wall face d= 11.88 in nominal depth of framing member b = 5.25 in width of member Ae= 31.50 in2 net area p = 6.0 plf roof pitch 6 = 26.57 deg slope of cut ln - 11.75 in length of notch e =6.00 in notch extension (e < dn) Fv = 290 psi net shear capacity F'y = 290 psi adjusted shear value /= 288.1 psi 3V / 2b[d-(d-dn) /dn)e] 97 NDS Table 4A CH = 1.0 97 NDS 3.4-5 /v < F'v OK Taper cur FB-7 @ garage, ext wall line 6" min vertical stand @ ext wall face STRUCTURAL CALCULATIONS Page 11 of 28 Project:Rancho Cazadero Lot A Douglas Fir wall stud design (at Stairwell) Units h= 15 ft unbraced stud height Ke = 1 .0 effective length factor Pa = 420 Ibs axial load on studs w = 25 plf wind load (uniform) P = 0 Ibs lateral load (point load) I = 0 ft distance from end to point load Try 2 x 6 #2 DF/L Date 8/25/2005 Revised Properties b d A S I le/d E1 Axial Fc F*c Cp F'c /c Axial and 1.50 5.50 8.3 7.6 20.8 32.73 = 1600000 1350 1856 0.228 423 51 in in in2 in3 in4 OK <50 psi psi psi psi psi < KcE = c' = FCE = Cm = Ct = cf = cr = cd = Cpx = = 423 0.3 0.8 448 psi 1.0 1.0 1.1 1.00 1.25 0.776 OK Euler buckling coefficient (KcE E') / (le/d)2 wet service factor buckling stiffness factor compression size factor repetitive use factor load duration factor (DL + FLL + RLL) (1 + FcE/F*c) / 2c' Fc(Cd)(Cm)(Ct)(Cf)(Cp) bending combined Fc= 1350 F*c cp F, Fb F'b M /b 2376 0.181 ;= 429 900 2153 703 1116 psi psi psi psi psi ft-lbs psi M/S Cr = cd = CpX = = fcx = Cf = = = fbx = 1.15 1.60 0.743 0.1186 1.3 0.5183 repetitive use factor load duration factor (DL + FLL + RLL) (1 + Fce/F*c) / 2c' Fc(Cd)(Cm)(Ct)(Cf)(Cp) fc/F'c bending size factor Fb(Cd)(Cm)(Ct)(Cf)(Cr) w h2 /8 + PI /b / F'b Combined 0.602 <1 combined stress OK (fc/F'c)2 + 1 / (1-fc/Fce) fb/F'b 2 x 6 #2 DF/L OK STRUCTURAL CALCULATIONS Page 12 of 28 Project:Rancho Cazadero Lot A Douglas Fir column, concentric load Ke = 1.0 effective length factor KCE = 0.3 Euler buckling coefficient c = 0.8 Neutral axis Fc*= 1.2FC Fc(CD)(CM)(Ct)(CF)(Ci) E'= 1.0E E(CM)(Ct)(Q) CD = CM = CF = CP = Date 8/25/2005 Revised 1 .00 load duration factor 1 .00 wet service factor 1 .00 temperature factor 1.15 compression size factor 1 .00 incising factor (pressure treating) column stability factor 4 X 4 #2 DF/L post b = d = A = S = l = unbraced ht « 4 6 8 10 12 14 16 18 20 3.50 3.50 12.3 7.1 12.5 le ft 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 in in in2 in3 in* le/d(X) 13.71 20.57 27.43 34.29 41.14 48.00 N.G. N.G. N.G. y axis xaxis Fc|| = Fc* = F'c = 1350 1553 (CP) Fc* psi psi Cp= 1+(FcE/Fc*)/2c-[[1 +[(F FcE psi 2552 1134 638 408 284 208 0 0 0 cp 0.83 0.58 0.37 0.25 0.18 0.13 0.00 0.00 0.00 FCE = F'c psi 1289 893 571 383 272 202 0 0 0 (KcE E') / le/d(y) 13.71 20.57 27.43 34.29 41.14 48.00 N.G. N.G. N.G. (le/d)2 FcE psi 2552 1134 638 408 284 208 0 0 0 cp 0.83 0.58 0.37 0.25 0.18 0.13 0.00 0.00 0.00 E = E' = cE/Fc*)/2c] PCA = F'c psi 1289 893 571 383 272 202 0 0 0 1.6 106 1600000 psi psi 2 -(FcE/Fc*)/cr/2 Allowable load Allowable Ibs 15793 10936 7000 4694 3332 2478 0 0 0 6 x 6 #1 DF/L post b = d = A = S = l = unbraced ht « 4 6 8 10 12 14 16 18 20 5.50 5.50 30.3 27.7 76.3 le ft 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 in in in2 in3 in* U / d(x) 8.73 13.09 17.45 21.82 26.18 30.55 34.91 39.27 43.64 y axis xaxis FCE psi 6302 2801 1576 1008 700 514 394 311 252 Cp 0.96 0.90 0.79 0.64 0.51 0.40 0.31 0.25 0.21 Fcll = Fc* = F'c = CP = FCE = F'c psi 1103 1030 905 741 581 455 361 291 239 1000 1150 (Cp)Fc* psi psi 1+(FcE/Fc*)/2c-[[1 +[(F (KcE E') / U/d(y) 8.73 13.09 17.45 21.82 26.18 30.55 34.91 39.27 43.64 Oe/d)2 FCE psi 6302 2801 1576 1008 700 514 394 311 252 CP 0.96 0.90 0.79 0.64 0.51 0.40 0.31 0.25 0.21 E = E' = 1.6 106 1600000 psi psi CE/Fc*)/2c]2-(FcE/Fc*)/c]l/2 F'CA = F'c psi 1103 1030 905 741 581 455 361 291 239 Allowable load Allowable Ibs 33371 31162 27387 22400 17586 13761 10916 8816 7244 STRUCTURAL CALCULATIONS Project: Rancho Cazadero Lot A Page 13 of 28 Date 8/25/2005 Headers V(max)=Fvbd/1.5 wv = 2 V / L M(max) = Fb x S Wb = 8 M / L* A = L/360 WA = 384EIA Shear limit Maximum EUL @ shear limit Bending limit Maximum EUL @ bending limit Deflection limit Maximum EUL @ deflection limit Modifiers Cd = duration factor Cm = wet service factor CH = shear stress factor Q = temperature factor Cf = form factor Cr = repetitive use Span = A allow - 4x6#2DF b = d = A = S = 1 = V(max) = M(max) = bearing = Span wv = wb = WA = 4 x 8 # 2 DF b = d = A = S = 1 = V(max) = M(max) = bearing = Span wv = Wb = WA = 2 0.07 /L 3.50 5.50 19.3 17.6 48.5 1219 1673 1.77 2 1219 /L 3.50 7.25 25.4 30.7 111.1 1607 2906 2.45 2 1607 4 0.13 in in in* in3 in4 Ibs ft-lbs in2 4 610 in in in* in3 in* Ibs ft-lbs in* 4 804 6 8 0.20 0.27 10 0.33 Adj. Values Fv = Fb = Fcl = Ft = E = single 6 8 372 209 95 1138 688 748 1.6 trimmer 10 115 Adj. Values Fv = Fb = Fcl = Ft = I— __ single 6 8 536 363 95 1138 656 690 1.6 trimmer 10 233 12 0.40 cd 1.00 1.00 ** ** ** OK 12 67 cd 1.00 1.00 ** ** ** OK 12 152 14 0.47 Cm 1.00 1.00 1.00 1.00 1.00 14 Cm 1.00 1.00 1.00 1.00 1.00 14 96 16 0.53 Ct 1.00 1.00 1.00 1.00 1.00 16 Ct 1.00 1.00 1.00 1.00 1.00 16 64 18 0.60 ch 1.00 ** ** ** ** 18 ch 1.00 ** ** ** ** 18 20 0.67 Cf ** 1.30 1.10 1.30 ** 20 Cf ** 1.30 1.05 1.20 ** 20 22 0.73 Cr ** 1.00 •** ** ** 22 Cr ** 1.00 ** ** ** 22 24 ft 0.80 in Base values 95 psi 875 psi 625 psi 575 psi 1.6 Mpsi 24 ft . #/ft : #/ft #/ft Base values 95 psi 875 psi 625 psi 575 psi 1.6 Mpsi 24 H •-. -. m #/ft #/ft 4x10#2DF/L b = d = A = S = I = V(max) = M(max) = bearing = Span wv = Wb = 3.50 9.25 32.4 49.9 230.8 2050 4367 3.28 2 2050 in in in* in3 in* Ibs ft-lbs in* 4 1025 Adj. Values Fv = Fb = Fcl = Ft = E = 95 1050 625 633 1.6 single trimmer 6 8 683 513 10 349 cd 1.00 1.00 ** ** ** OK 12 243 Cm 1.00 1.00 1.00 1.00 1.00 14 178 Ct 1.00 1.00 1.00 1.00 1.00 16 ch 1.00 ** ** ** ** 18 •• Cf ** 1.20 1.00 1.10 ** 20 ° Cr ** 1.00 ** ** ** 22 Base values 95 psi 875 psi 625 psi 575 psi 1.6 Mpsi 24 ft #/ft : ;#/ft 134 94 68 :#/ft STRUCTURAL CALCULATIONS Page 14 of 28 Project: Rancho Cazadero Lot A Date 8/25/2005 Headers V(max)= Fvbd/1.5 WV = 2 V / L M(max) = Fb x S Wb = 8 M / L* A = L/360 wA = 384EIA / 5L4 Shear limit Maximum EUL @ shear limit Bending limit Maximum EUL @ bending limit Deflection limit Maximum EUL @ deflection limit Span = A allow = 0.07 6 x 6 #1 DF/L 2 4 6 8 10 12 14 16 (.07 0.13 0.20 0.27 0.33 0.40 0.47 0.53 Modifiers Cd = duration factor Cm = wet service factor Ch = shear stress factor Ct = temperature factor Cf = form factor Cr = repetitive use 18 20 22 24 ft 0.60 0.67 0.73 0.80 in b = d = A = S = I = V(max) = M(max) = bearing = Span wv = Wb = WA = 5.50 5.50 30.3 27.7 76.3 1714 3004 2.74 2 1714 ,;?'** -^ j in in in* in3 in4 Ibs ft-lbs in2 4 857 ^•'- Adj. Values Fv = Fb = Fcl = Ft = E = 6 8 571' ~'~ ^f^^lip-; .- ./•-. . ; 353J 85 1300 625 675 1.6 10 &££.•''•*! 181 cd 1.00 1.00 ** ** ** 72 f&::/.- Cm 1.00 1.00 1.00 1.00 1.00 14 '"%- '' Ct 1.00 ** 1.00 1.00 1.00 76 JWr •"""* §"!fe ' •' ¥" ch 1.00 ** ** ** ** 78 •"•" tx ^...., cf ** 1.00 ** ** ** 20 > . '^•^: Cr Base values 85 1.00 1300 625 675 1.6 22 24 '•'•:..~T~ ~:'3£ "" W*'-**$i psi psi psi psi Mpsi ft #/ft #/ft #/ft 6 x 8 #1 DF/L b = d = A = S = I = V(max) = M(max) = bearing = Span wv = Wb = WA = 5.50 7.25 39.9 48.2 174.7 2260 5220 3.62 2 2260 •• VJ *•• ' ' 3^--. ...at... in in in* in3 in4 Ibs ft-lbs in2 4 1130 ,;^' : '''•^f--if • ~*~~'"~ Adj. Values Fv = Fb = Fcl = Ft = E = 6 8 753 565 ' *:*~* ' ' i'4f|-.; ;.^£" '- ":~- •• 85 1300 625 675 1.6 10 ,~™^>T-- ••'''^^ --•"414 cd 1.00 1.00 ** ** ** 72.TIT- •--'%;,:.'..,. 246T's. Cm 1.00 1.00 1.00 1.00 1.00 JL1. %^v ct 1.00 ** 1.00 1.00 1.00 ffi^ '7~*~*- • • '%«• '"••? "x?W -; 4%^ ch 1.00 ** ** ** ** 78 -• Cf ** 1.00 ** ** ** 20 ""• ""•"•::•< ^ '.xjT'!*' '' : ';A"-^- •• — -- Cr Base values 85 1.00 1300 625 675 1.6 22 _24 "*'' , V'-^l' - j .- ••:4^-.; ..'^: psi psi psi psi Mpsi ft m #/ft #/ft 6 x 10 #1 DF/L b = d = A = S = I = V(max) = M(max) = bearing = Span wv = Wb = 5.50 9.25 50.9 78.4 362.7 2883 8497 4.61 2 2883 ,''- in in in* in3 in4 Ibs ft-lbs in2 4 1441 ~~* Adj. Values Fv = Fb = Fcl = Ft = E = 6 8 961 721 '"'';..". ~" 85 1300 625 675 1.6 10 577 cd 1.00 1.00 ** ** ** 72 r~\i'.r'." ~472i Cm 1.00 1.00 1.00 1.00 1.00 14 •'•••:••:••• Ct 1.00 ** 1.00 1.00 1.00 76 ';'•••" -•' fJ5^* •^ ,t , '.:'•• ch 1.00 ** ** ** ** _HL Cf ** 1.00 ** ** ** __20_^ "*••• '"- ,' S-2-" ",. Cr Base values 85 1.00 1300 625 675 1.6 22 24 -. ,^j~ . ,7^ . ,,,ijt ^ psi psi psi psi Mpsi ft #/ft #/ft 10"#/ft STRUCTURAL CALCULATIONS Page 15 of 28 Project: Rancho Cazadero Lot A Headers V(max)=Fvbd/1.5 wv = 2 V / L M(max) = Fb x S Wb = 8 M / L* A = L / 360 wA = 384EIA / 5L4 Span = A allow = 2 0.07 4 0.13 Shear limit Maximum EUL Bending limit Maximum EUL Deflection limit Maximum EUL 6 8 10 0.20 0.27 0.33 @ shear limit @ bending limit @ deflection 12 0.40 14 0.47 limit 16 0.53 , Date 8/25/2005 Modifiers Cd = duration factor Cm = wet service factor Ch = shear stress factor Ct = temperature factor Cf = form factor Cr = repetitive use 18 0.60 20 0.67 22 0.73 24 0.80 ft in 3.1/2" x 9.1/2" PSL b = d = A = S = I = V(max) = M(max) = bearing = Span wv = Wb= , WA = ^ 3.50 9.50 33.3 52.6 250.1 6428 13104 7.79 2 6428 -,-•' '.'•''•' l:iif'M. in in in* ina in4 Ibs ft-lbs in2 4 3214 '''' '?'. Adj. Values Fv = 290 Fb = 2987 Fcl = 825 Ft = 2925 E= 2.0 double trimmer 6 8 10 2143PFH" '^";':^6' -'••' '' "' Ji&i£^s^vKtJmui<^^ •^l. |1 446 740 cd 1.00 1.00 ** ** ** req'd 12 ',;.•- 429 Cm 1.00 1.00 1.00 1.00 1.00 J4-m^r, ,__0 ct 1.00 1.00 1.00 1.00 1.00 16,™^_ ^ — Yg- ch 1.00 ** ** ** ** 18 "•'? "'^ '•* >£*• 1 ^ s^< ^ Cf ** 1.03 1.10 1.30 ** 20 •;?!".'; >^'- Cr ** 1.00 ** ** ** 22 -.%i ' "^ • Base values 290 2900 750 2250 2.0 24 " .?;•"/' ,•."'• ^' psi psi psi psi Mpsi ft m #/ft 3-1 /2"x 11-1/4" PSL b = d = A = S = I = V(max) = M(max) = bearing = Span wv = wb= "" WA = Li 3-i/2"x14" b = d = A = S = l = V(max) = M(max) ~ bearing = Span wv = Wb=r WA = ; -i 3.50 11.25 39.4 73.8 415.3 7613 17842 9.67 2 7613 fxxj^~ , •"•"T^"*1'!™' _/„ .',ij-/iy, • PSL 3.50 14.00 49.0 114.3 800.3 9473 27161 12.63 2 9473 ,-.»«.. '"""''>•••, SL^iiL in in in* ina in4 Ibs ft-lbs in2 4 3806 *v> -.n^-^ffrf.^ • Vi£fe» in in in* ina in4 Ibs ft-lbs in2 4 4737 iSjr-- ;^_ Adj. Values Fv = 290 Fb = 2900 Fcl = 788 Ft = 2700 E= 2.0 double trimmer 6 8 10 2538 1903pv-B~-_r__5rr . .. _,£, .,|.;. K,;IS •".:••>.•.• '•,!"* -IOOQ'" _MfL ;,Hfe.'.'i3 Adj. Values Fv = 290 Fb = 2851 Fcl= 750 Ft = 2475 E= 2.0 double trimmer 6 8 10 3158 2368 1895^ -..•«•-•• " •'•$£•. '../Jfcs-- ->J/_- jjV_ ^ _^;-;^ cd 1.00 1.00 ** ** ** req'd 12""npsSir • ''''/»• "r\2 cd 1.00 1.00 ** ** ** req'd 12 *<~ , 1371 Cm 1.00 1.00 1.00 1.00 1.00 14 ~~t&$& "448 Cm 1.00 1.00 1.00 1.00 1.00 14 >, '< •< i ', 864 ct 1.00 1.00 1.00 1.00 1.00 16 >-T#y77"-••xr ~~300 Ct 1.00 1.00 1.00 1.00 1.00 16 rt 579 ch 1.00 ** ** ** ** _18 „„" "••>WT ''"§" -"< - " 2i:f[ ch 1.00 ** ** ** ** 18 "--,., , ;f ^'. ~ 406" Cf ** 1.00 1.05 1.20 ** 20 ~~" ~3?.-.-i^::' 'Mi Cf ** 0.98 1.00 1.10 ** 20 T ', '•* 296 L Cr ** 1.00 ** ** ** 22•'.jgeTr'" -^j Cr ** 1.00 ** ** ** ' 22 •- '• «*- •''.; SilL Base values 290 2900 750 2250 2.0 24 "cpsz^yir ^ "Sk;, psi psi psi psi Mpsi ft #/ft #/ft #/ft Base values 290 2900 750 2250 2.0 24 -fy. ,, .'.,£?. psi psi psi psi Mpsi ft #/ft #/ft #/ft STRUCTURAL CALCULATIONS Project: Rancho Cazadero Lot A Page 16 of 28 Date 8/25/2005 Headers V(max) = Fvbd/1.5 wv = 2 V / L M(max) = Fb * S wb= 8M/L* A = L / 360 Shear limit Maximum EUL @ shear limit Bending limit Maximum EUL @ bending limit Deflection limit wA = AEbd^/ 270L«+28.8L*d* Maximum EUL @ deflection limit Modifiers Cd = duration factor Cm = wet service factor Ch = shear stress factor Ct = temperature factor Cf = form factor Cr = repetitive use Span = A allow = 2 0.07 4 6 0.13 0.20 8 10 0.27 0.33 12 0.40 14 0.47 16 0.53 18 0.60 20 0.67 22 0.73 24 0.80 ft in 5-1 /4"x 11-7/e" PSL b = •d = A = S = I = V(max) = M(max) = bearing = Span wv = Wb =i WA = 5-1/4" x 14" b = d = A = S = I = V(max) = M(max) = bearing = Span wv = WA = * 5-l/4"x16" b = d = A = S = I = V(max) = M(max) = bearing = Span wv = Wb=j 5.25 11.88 62.3 123.4 732.6 12053 30713 14.61 2 12053 .-« 4£-' L.. PSL 5.25 14.00 73.5 171.5 1200.5 14210 40742 18.04 2 14210 -.11.'* PSL 5.25 16.00 84.0 224.0 1792.0 16240 52431 21.65 2 16240 ' • '<-"<•"< in in in* ina in4 Ibs ft-lbs in2 4 6 6027 4018 ~iK " "? ^ J_ in in in* ina in* Ibs ft-lbs in* 4 6 7105 4737 •si *"«?• in in in* ina in4 Ibs ft-lbs in* 4 6 8120 5413 . p* #"- "^ - Adj. Values Fv = 290 Fb = 2987 Fcl = 825 Ft = 2925 E= 2.0 double trimmer 8 10 301 3 r "~ " _i 2168 Adj. Values Fv = 290 Fb = 2851 Fcl = 788 Ft = 2700 E= 2.0 4x6 trimmer 8 10 3553 2842 - , n . ', !- -V i Adj. Values Fv = 290 Fb = 2809 Fcl = 750 Ft = 2475 E= 2.0 6x6 post req'd 8 10 4060 3248 • <>'* - j}-« ' \,H?', cd 1.00 1.00 ** *•* ** req'd 12"*"" "•"" •*'., -• 1255 cd 1.00 1.00 ** ** ** 12 s,;, ^ 2056" cd 1.00 1.00 ** ** ** 12 2707 T; ;~« -„•-, Cm 1.00 1.00 1.00 1.00 1.00 14 ^K — >± '' 791 Cm 1.00 1.00 1.00 1.00 1.00 14 : v 1295 Cm 1.00 1.00 1.00 1.00 1.00 14 . Ct 1.00 1.00 1.00 1.00 1.00 ^16 4 A ,t. " 530' Ct 1.00 1.00 1.00 1.00 1.00 16 ""868 Ct 1.00 1.00 1.00 1.00 1.00 16 - .,- "^r •'-- :>>; ch 1.00 ** ** ** ** 18 ~~" '«;; 372 ch 1.00 ** ** ** ** 18 610 ch 1.00 ** ** ** ** _!*L°"™^T^'- 11 w ^ Cf ** 1.03 1.10 1.30 ** 20 - -™3tt '•': **, 271" Cf ** 0.98 1.05 1.20 ** 20 __.» j , "-~£i "~444 Cf ** 0.97 1.00 1.10 *•* 20•^ • • •» .'i;,,-> Cr ** 1.00 ** ** A* 22 """ fr, , 204 Cr ** 1.00 ** ** ** 22 -'>; 334 Cr ** 1.00 ** ** ** . 2jL."*•**" >„ ,'S;t Base values 290 2900 750 2250 2.0 24 •: ~" 157 psi psi psi psi Mpsi ft ""#/ft j#/ft #/ft Base values 290 2900 750 2250 2.0 J4 ^ • ', ' -?8 ' """257 psi psi psi psi Mpsi ft l#/ft #/ft Base values 290 2900 750 2250 2.0 24,,--.- -. -;. ' '~« psi psi psi psi Mpsi ft s |#/ft 1295 910 663 498 384 #/ft STRUCTURAL CALCULATIONS Project: Rancho Cazadero Lot A Page 17 of 28 Date 8/25/2005 Headers V(max)= Fybd/1.5 wv = 2 V / L M(max) = Fb x S wb = 8 M / L* A = L/360 Shear limit Maximum EUL @ shear limit Bending limit Maximum EUL @ bending limit Deflection limit WA = AEbd^/ 270L*+28.8UkJ* Maximum EUL @ deflection limit Modifiers Cd = duration factor Cm = wet service factor Ch = shear stress factor Ct = temperature factor Cf = form factor Cr = repetitive use Span = A allow = 2 0.07 4 6 0.13 0.20 8 0.27 10 0.33 12 0.40 14 0.47 16 0.53 18 0.60 20 0.67 22 0.73 24 ft 0.80 in 1-3/4" x 11-7/e" LVL b = d = A = S = i .... V(max) = M(max) = bearing = Span wv = Wb=; WA = [ 1-3/4"x14" b = d = A = S = 1 V(max) = M(max) = bearing = Span wv = WA = ^ 1-3/4"x16" b = d = A = S = I = V(max) = M(max) = bearing = Span wv = wb=(TWA=L 1.75 11.88 20.8 41.1 244.2 3948 9179 5.26 2 3948 ':^'"l LVL 1.75 14.00 24.5 57.2 400.2 4655 12129 6.21 2 4655 :ssV." >te? LVL 1.75 16.00 28.0 74.7 597.3 5320 15557 7.09 2 5320 '•jpY.-r' • ;£ -, in in in* in3 in4 Ibs ft-lbs in2 4 6 1974 1316 , ,™™~ - ,- . j -^'^^fe« in in in* in^ in4 Ibs ft-lbs in2 4 6 2328 1552 L^^fci in in in* ina in4 Ibs ft-lbs in2 4 6 2660 1773 r"..;^?""^p;vf • -• ,vC- Adj. Values Fv = Fb = Fcl = Ft = E = double 8 987 [ ?';r;y 285 2678 750 1660 1.9 trimmer 10 ,'£" -- i- 687 " Adj. Values Fv = Fb = Fcl = Ft = E = double 8 1164 .?•;-;, v •» • *<i^ ^v£$M&UM 285 2546 750 1660 1.9 trimmer 10 931 :" .i' Adj. Values Fv = Fb = Fcl = Ft = E = double 8 1330 W:''WILj£ 285 2500 750 1660 1.9 trimmer 10 1064.'"•i/n -^V cd 1.00 1.00 ** ** ** req'd 72 yi,,' ^|v • '':' 398 cd 1.00 1.00 AA ** ** req'd 72 &-'' -^ 65T" cd 1.00 1.00 AA ** ** req'd 72„.. _._ **^864| - • -j Cm 1.00 1.00 1.00 1.00 1.00 14 ' y*i- i2b_ ""250" Cm 1.00 1.00 1.00 1.00 1.00 14 :rV-' 410 Cm 1.00 1.00 1.00 1.00 1.00 14 ;•; i^-"- 612" Ct 1.00 1.00 1.00 1.00 1.00 76HF 'H ^ ' 168 Ct 1.00 1.00 1.00 1.00 1.00 76 ^V 275 Ct 1.00 1.00 1.00 1.00 1.00 76 •Vkf . "410 Ch 1.00 ** ** ** ** 78 :% '3fi ';,J~, ^118" ch 1.00 ** ** ** ** 78 nrf^ v^ ^' 's ' :~19T ch 1.00 ** ** ** A* 78 .£?>•••'£: — 288* Cf ** 1.03 1.00 1.00 A* 20 vS' "Te" cf ** 0.98 1.00 1.00 if* 20 "%v "141 Cf ** 0.96 1.00 1.00 ** 20 ' / * V :#* . - 2"f6 Cr ** 1.00 ** ** ** 22 *'*>,'- '&' _, 65 Cr ** 1.00 ** ** ** 22 '•'$*'' '/'!*& 106* Cr A* 1.00 AA AA AA ,-J-2, " , - , ™^"ij ,; •", '•! . 'l-^M^«- **, J ""TsaT Base values 285 psi 2600 psi 750 psi 1660 psi 1.9 Mpsi 24 ft ... ":-"H#/ft ^ .,- ,#/ft 50#/ft Base values 285 psi 2600 psi 750 psi 1660 psi 1.9 Mpsi 24 ft ••"•;V'#/ftf$!'h •" '• '"¥*! ' 81 #/ft Base values 285 psi 2600 psi 750 psi 1660 psi 1.9 Mpsi 24 ft ••{C^tf/ft -:-:./^#/ft "• -f22'#/ft Page 18 of 28 BeamChek v2004 licensed to: Charles Jackson Reg # 4151-64856 Rancho Cazadero, Unit A FB-1 Selection Conditions Floor beam @ Kitchen Prepared by: CEJ Date: 8/25/05 5-1/4x 11-7/8 2.0E TJ Parallam® W.S. PSL Min Bearing Area R1=4.5in2 R2=4.5in2 DL Defl 0.05 in Data Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 13.0ft 19.48# 253 # 10974'# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 2600 # Reaction 2 LL 3377 # Reaction 2 TL 3377 # 2863 # L/686 L/891 2600 # 3377 # Attributes Section (in3) Actual Critical Status Ratio 123.39 45.36 OK 37% Values Adjustments Base Values Base Adjusted CF Size Factor Shear (in2) 62.34 14.81 OK 24% Fb (psi) 2900 2903 1.001 TL Defl (in) 0.23 0.65 OK 35% Fv (psi) 290 290 LLDefl 0.18 0.43 OK 40% E (psi x mil) 2.0 2.0 Fcl (psi) 750 750 Loads Uniform LL: 400 Uniform TL: 500 = A Uniform Load A R1 = 3377 R2 = 3377 SPAN = 13 FT Uniform and partial uniform loads are Ibs per lineal ft. Page 19 of 28 BeamChek v2004 licensed to: Charles Jackson Reg # 4151-64856 Rancho Cazadero, Unit A FB-2 Selection Conditions Floor beam @ Living Prepared by: CEJ Date: 8/25/05 3-1/2x 11-7/8 2.0E TJ Parallam® W.S. PSL Lu = 0.0 Ft Min Bearing Area R1=4.6in2 R2= 4.8 in2 DL Defl 0.06 in Data Attributes Values Adjustments Loads Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 7.5ft 12.99 # 97 # 8622 '# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1659# Reaction 2 LL 3454 # Reaction 2 TL 361 5 # 3481 # L/858 L/>1000 1601 # 361 5 # Section (in3) Shear (in2) TL Defl (in)LLDefl Actual Critical Status Ratio 82.26 35.63 OK 43% 41.56 18.01 OK 43% 0.10 0.38 OK 28% 0.05 0.25 OK 19% Fb (psi)Fv (psi) E (psi x mil)Fcl (psi) Base Values Base Adjusted CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability 2900 ' 2903 1.001 1.00 1.00 1.00 1.0000 290 290 1.00 1.00 1.00 Rb = 0.00 2.0 2.0 1.00 Le = 0.00 Ft Kbe = 0.0 750 750 1.00 Uniform LL: 40 Uniform TL: 50 = A Point LL Point TL Distance ParUnifLL ParUnifTL Start End 1560 840 B = 3571 C = 1505 5.0 2.0 112 H = 196 I = 72 0 0 5.0 7.5 Pt loads: H Uniform Load A R1 =3454 . R2 = 3615 SPAN = 7.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes A - trib floor B - R1 @ RB-1 C-R1 @H2.1 H - trusses (hip set) I - int wall FB-4 Floor beam @ Living Rm 3 1/2" x 11 7/8" 2.0E Parallam® PSL Page 20 of 28 r Business TJ-Beam® 6.16 Serial Number 7004102317 User: 2 8/27/2005 4:20:00 PM Page 1 Engine Version: 1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 20' 6" If 6 16'6 4'^Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead Vertical Loads: Dead Location Application 1914 13' 75.0 13'To 20'6" Adds To 55.0 16'To 20'6" Adds To Type Point(lbs) Uniform(plf) Uniform(plf) Class Floor(1.00) Floor(1.00) Floor(1.00) Live 1601 300.0 220.0 Comment R2 @ FB-2 Floor joist Floor joist (stair jacks) SUPPORTS: 1 2 3 Stud wall Stud wall Stud wall Input Width 3.50" 3.50" 3.50" Bearing Length 1 .50" 5.79" 1 .50" Vertical Reactions (Ibs) Live/Dead/Uplift/Total 420/319/0/740 5083 / 3528 / 0 / 8611 1241 /-612 /-1680 /-1680 Detail Other End, Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® Intermediate None End, Rim 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® -Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) -4958 -4458 8035 Passed (55%) Moment (Ft-Lbs) -9119 -9119 19902 Passed (46%) Live Load Defl (in) 0.099 0.500 Passed (L/999+) Total Load Defl (in) 0.184 0.792 Passed (L/999+) Location Rt. end Span 1 under Floor loading MID Span 2 under Floor loading MID Span 1 under Floor ALTERNATE span loading MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:0.500",TL:L/240). Additional checks follow. -Span(s) 2 - (LL:U360, TLL/240). -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu): All compression edges (top and bottom) must be braced at 14' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Rancho Cazadero, Unit A 2817 Cazadero Street Carlsbad, CA 92009 OPERATOR INFORMATION: Charles Jackson Jackson/Cole Assoc. Phone: (760) 744-6014 Copyright © 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. Page 21 of 28 BeamChek v2004 licensed to: Charles Jackson Reg # 4151-64856 Rancho Cazadero Unit A FB-5 Selection Conditions Kitchen cantilever beam Prepared by: CEJ Date: 8/25/05 1-3/4x 9-1/4 1.9E TJ Microllam® LVL Lu = 0.0 Ft Lu @ OH = 0.0 Ft Overhang, Min Bearing Area R1=0.9in2 R2=3.8in2 DL Defl<0.01 in. Data Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 6.5ft 4.16 # 35 # 2596 '# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 527 # 670 # 1469# 1316# L/>1000 L/>1000 Reaction 2 LL Reaction 2 TL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 2258 # 2847 # 2.0ft 8.5ft L/906 L/>1000 Attributes Section (in3) Actual Critical Status Ratio 24.96 11.57 OK 46% Values Adjustments Base Values Base Adjusted CF Size Factor Shear (in2) 16.19 6.93 OK 43% Fb (psi) 2600 2694 1.036 TL Defl (in) 0.00 0.33 OK 1% Fv (psi) 285 285 LL Defl <0.01 0.22 OK 2% E (psi x mil) 1.9 1.9 OH TL Defl 0.05 0.20 OK 27% Fc_L (psi) 750 750 OH LL Defl 0.04 0.13 OK 32% Loads Uniform LL: 260 Uniform TL: 325 = A (Uniform Ld on Backspan) Point LL Point TL Distance ParUnifLL ParUnifTL Start End 975 F = 1219 (OH)2.0 60 = 75 (OH)2.0 Pt loads: Uniform Load A K R1 =670 R2 = 2847 BACKSPAN = 6.5 FT OH = 2 FT Uniform and partial uniform loads are Ibs per lineal ft. Overhanging load distances are from R2. Notes A - floor over kitchen F - deck rim beam K - trib deck Use 1-3/4" x 11-7/8" trim to match ext deck joists (9-1/2") 'A Wfyerhaeuser BusinessTJ-Beam® 6.16 Serial Number: 7004102317 User: 2 9/3/2005 5:58:55 PM Page 1 Engine Version: 1.16.5 FB-7 Flush beam in garage 5 1/4" x 11 7/8" 2.0E Parallam® PSL Page 22 of 28 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 23' -T--16' Product Diagram is Conceptual. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 13' Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(LOO) 0 1872 21' SUPPORTS: 1 2 3 Stud wall Wood column Stud wall Input Width 3.50" 3.50" 3.50" Bearing Length 1.50" 2.89" 2.71" Vertical Reactions (Ibs) Detail Live/Dead/Uplift/Total 1729/-155/-1824/-1824 End, Rim 8470/2899/0/11369 L5 3484 / 2566 / 0 / 6050 L1 Other 1 Ply 1 1/4" x 11 7/8" 0.8E TJ-Strand Rim Board® None 1 Ply 1 1/4" x 11 7/8" 1.3E TimberStrand® LSL DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) 6592 5831 12053 Passed (48%) Moment (Ft-Lbs) -17016 -17016 29854 Passed (57%) Live Load Defl (in) 0.315 0.500 Passed (L/603) Total Load Defl (in) 0.446 0.792 Passed (L/426) Location Lt. end Span 2 under Floor loading MID Span 1 under Floor loading MID Span 2 under Floor ALTERNATE span loading MID Span 2 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:L/360,TL:L/240). Additional checks follow. -Span(s) 2 - (LL0.500", TLL/240). -Uplift exceeds 1000 Ibs for unbalanced load. -Bracing(Lu): All compression edges (top and bottom) must be braced at 21' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Ranch! Cazadero, Unit A 2817 Cazadero Street Carlsbad, CA 92009 OPERATOR INFORMATION: Charles Jackson Jackson/Cole Assoc. Phone : (760) 744-6014 Copyright © 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. r Business TJ-Beam® 6.16 Serial Number: 7004102317 User: 2 8/27/2005 4:05:11 PM Page 1 Engine Version: 1.16.5 FJ-1 floor joists Page 23 of 28 11 7/8"360@16"o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED J :2 17'- Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: 1 Stud wall Input Bearing Vertical Reactions Ply Depth Nailing Detail Width Length (Ibs) Depth Live/Dead/Uplift/Total 3.50" 2.25" 451/135/0/586 N/A N/A N/A End, Rim 2 Timberstrand LSL 3.50" Hanger 456/137/0/592 Beam 1 11.88" N/A Other 1 Ply1 1/4"x11 7/8"0.8ETJ- Strand Rim Board® Top Mount None Hanger HANGERS: Simpson Strong-Tie® Connectors Support Model Slope Skew 2 Top Mount Hanger ITT3511.88 0/12 0 -Nailing for Support 2: Face: 2-N10 , Top 4-N10 , Member: 2-N10 Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species N/A No 0 N/A DESIGN CONTROLS: Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Maximum Design Control Control Location 572 -572 1705 Passed (34%) Rt. end Span.1 under Floor loading 572 572 1202 Passed (48%) Bearing 1 under Floor loading 2360 2360 6180 Passed (38%) MID Span 1 under Floor loading 0.212 0.500 Passed (L/933) MID Span 1 under Floor loading 0.276 0.825 Passed (L/718) MID Span 1 under Floor loading 41 30 Passed Span 1 -Deflection Criteria: STANDARD(LL:0.500",TL:L/240). -Deflection analysis is based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking. -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: Rancho Cazadero, Unit A 2817 Cazadero Street Carlsbad, CA 92009 OPERATOR INFORMATION: Charles Jackson Jackson/Cole Assoc. Phone : (760) 744-6014 Copyright © 2004 by Trus Joist/ a Weyerhaeuser Business TJI®, TJ-Beam® and Timberstrand® are registered trademarks of Trus Joist. e-I Joist™,Pro™ and TJ-Pro™ are trademarks of Trus Joist. Simpson Strong-Tie® Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. Page 24 of 28 BeamChek v2004 licensed to: Charles Jackson Reg # 4151-64856 Rancho Cazad H1.1 Selection Conditions ero, Unit A 6x12 DF-L#1 NDS 1997 Min Bearing Area Header @ Media Prepared by: CEJ Date: 8/25/05 Lu = 0.0 Ft R1=5.8in2 R2=5.8in2 DL Defl 0.05 in Data Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 9.0ft 15.37# 138 # 8154'# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1998# Reaction 2 LL 3624 # Reaction 2 TL 3624 # 2852 # L/>1000 L/>1000 1998# 3624 # Attributes Section (in3) Actual Critical Status Ratio 121.23 72.48 OK 60% Values Adjustments Base Values Base Adjusted CF Size Factor Shear (in2) 63.25 50.34 OK 80% Fb (psi) 1350 1350 1.000 TL Defl (in) 0.11 0.45 OK 24% Fv (psi) 85 85 LL Defl 0.06 0.30 OK 20% E (psi x mil) 1.6 1.6 Fcl (psi) 625 625 Loads Uniform LL: 360 Uniform TL: 450 = A Par Unif LL ParUnifTL Start End 84 = 196 1 = 144 9.0 9.0 H Uniform Load A R1 =3624 R2 = 3624 SPAN = 9 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes A - floor H - roof I - ext wall Page 25 of 28 BeamChek v2004 licensed to: Charles Jackson Reg # 4151-64856 Rancho Cazadero Unit A H1.3 Selection Conditions Living Rm header Prepared by: CEJ Date: 8/25/05 6x8 DF-L#1 Lu = 0.0 Ft NDS 1997 Min Bearing Area R1=2.2in2 R2=2.2in2 Data Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl 12.5ft 10.02# 125 # 4351 '# L/240 Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl 1 392 # Reaction 2 TL 1392# 1253 # L/380 1392# Attributes Section (in3) Actual Critical Status Ratio 51.56 27.19 OK 53% Shear (in2) 41.25 13.82 OK 34% TL Defl (in) 0.39 0.63 OK 63% Values Adjustments Loads Fb (psi)Fv (psi) E (psi x mil) FcJ. (psi) Base Values Base Adjusted CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability 1200 1920 1.000 1.60 1.00 1.00 1 .0000 85 136 1.60 1.00 1.00 Rb = 0.00 1.6 625 1.6 625 1.00 1.00 Le = 0.00 Ft Kbe = 0.0 Uniform TL: 213 = A Uniform Load A R1 =1392 = 1392 SPAN = 12.5 FT Uniform and partial uniform loads are Ibs per lineal ft. Page 26 of 28 BeamChek v2004 licensed to: Charles Jackson Reg # 4151-64856 Rancho Cazac H2.1 Selection Conditions ero, Unit A 6x8 DF-L#1 NDS 1997 Min Bearing Area Header @ Stairwell Prepared by: CEJ Date: 8/27/05 Lu = 0.0 Ft R1=2.4in2 R2=2.4in2 DL Defl 0.03 in Data Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 7.0ft 10.02# 70 # 2634 '# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 840 # Reaction 2 LL 1505# Reaction 2 TL 1505 # 1236# L/>1000 L/>1000 840 # 1505# Attributes Section (in3) Actual Critical Status Ratio 51.56 .21.07 OK 41% Values Adjustments Base Values Base Adjusted CF Size Factor Shear (in2) 41.25 17.45 OK 42% Fb (psi) 1200 1500 1.000 TL Defl (in) 0.07 0.35 OK 21% Fv (psi) 85 106 LL Defl 0.04 0.23 OK 18% E (psi x mil) 1.6 1.6 Fcl (psi) 625 625 Loads Uniform LL: 240 Uniform TL: 420 = A Uniform Load A R1 =1505 R2 = 1505 SPAN = 7 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes A - trusses Page 27 of 28 BeamChek v2004 licensed to: Charles Jackson Reg # 4151-64856 Rancho Cazac RB-1 Selection Conditions era, Unit A 6x12 DF-L#1 NDS1997 Min Bearing Area Roof beam @ Living Prepared by: CEJ Date: 8/25/05 Lu = 0.0 Ft R1=5.7in2 R2=5.7in2 DL Defl 0.18 in Data Attributes Values Adjustments Loads Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 13.0ft 15.37# 200 # 11605'# L/240 L/360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 1 560 # Reaction 2 LL 3571. # Reaction 2 TL 3571 # 3044 # L/494 L/>1000 1560# 3571 # Section (in3 Shear (in2) TL Defl (in)LL Defl Actual Critical Status Ratio 121.23 82.53 OK 68% 63.25 42.98 OK 68% 0.32 0.65 OK 49% 0.14 0.43 OK 32% Fb (psi)Fv (psi) E (psi x mil)Fcl(psi) Base Values Base Adjusted CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Cl Stability 1350 1688 1.000 1.25 1.00 1.00 1 .0000 85 106 1.25 1.00 1.00 Rb = 0.00 1.6 1.6 1.00 Le = 0:00 Ft Kbe = 0.0 625 625 1.00 Uniform LL: 240 Uniform TL: 420 = A ParUnifTL Start End H =13.0 H Uniform Load A R1 = 3571 R2 = 3571 SPAN = 13 FT Uniform and partial uniform loads are Ibs per lineal ft. Notes A - trib roof H - ext wall Page 28 of 28 Beam Chek v2004 licensed to: Charles Jackson Reg #4151 -64856 Rancho Cazadero Unit A RB-2 Selection Conditions Data Attributes Actual Critical Status Ratio Values Adjustments 5-1/8x15 GLB Min Bearing Area Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl . Section (in3) 192.19 51.31 OK 27% Base Values Base Adjusted Cv Volume 24F-V4 DF/DF roof beam @ Prepared by: R1=4.6in2 R2=4.6in2 DL 17.0ft 18.68# 318 # 1281 3 '# L/240 L/360 Shear (in2) 76.88 16.24 OK 21% Fb (psi) 2400 2996 0.999 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl TL Defl (in) 0.26 0.85 OK 30% MBed CEJ Date: 8/25/05 Lu = 0.0 Ft i Defl 0.12 in Suggested Camber 1632# Reaction 2 LL 301 5 # Reaction 2 TL 301 5 # 2571 # L/795 L/>1000 LL Defl 0.14 0.57 OK 25% 0.18 in 1632# 301 5 # Fv (psi) E (psi x mil) FcJ. (psi) 190 238 1 .8 650 1.8 650 Loads Uniform LL: 192 Uniform TL: 336 = A Uniform Load A R1=3015 R2 = 3015 SPAN = 17 FT Uniform and partial uniform loads are Ibs per lineal ft. GEISSLER ENGINEERING Peter €>. Ge\ss\er Civil Engineer Lie. C44320 Contractor Lie. A464570 Hastino Building, Suite 230 2533 South Coast Highway 101 Cardiff-by-the-Sea, CA 92007 STRUCTURAL ANALYSIS Rancho Cazadero, Unit "A" Lot 306, La Costa Meadows 2&17 Cazadero Street Carlsbad, CA Date: 24 April 2004 Project: Residence "A" Lot 306, La Costa Meadows 28>17 Cazadero Street Carlsbad, CA Office 760 - 633 - 4252 Fax 760-633-4259 Mobile 760 - S15 - 5054 Client: Cazadero Homes, Inc. Mr. Ronald S. Paul 2954 Hawks Eye Place Carlsbad, CA 92009 Geotechnical Consultant: Christian -Wheeler Engineering 4925 Mercury Street San Diego, CA 92111 Geotechnical Report: [Soils Report CWE 202.920.1 dated February 17,2003] Reft Geissler Engineering Project No. 04 - 539 - A VERTICAL LOADS Roof Loads Dead Loads Metal Roofing 30# Felt R-30 Insulation 19/32" CD ext plywood sheathing 2" x 4" roof truss 0 24" O.C. Electrical / Mechanical 1/2" Gypsum ivallboard 2.4 0.5 0.5 1.3 4.0 1.0 2.5 psf psf psf psf psf psf psf 1 1 • 1 1 1 1 • 1 1 • 11H 1 1 I 1 1 1 Dead Loads Slope factor (6 in 12 slope} Live Loads (6 in 12 slope) Total Roof Loads Exterior Wall Loads Dead Loads 7/5>" stucco Mayer of #15 felt 19/32" CD ext plywood sheathing 2" x 6" stud 0 16" O.C. R-19 Insulation 1/2" Gypsum wallboard Total Exterior Wall Loads Interior Wall Loads Dead Loads 1/2" Gypsum wallboard 2"x4"stud016"O.C. 1/2" Gypsum wallboard Total Wall Loads Floor Loads Dead Loads 5/<3" hardwood flooring 19/32" CD ext plywood sheathing 16" TJI CTR 250 floor joists @ 16" O.C. Electrical / Mechanical 1/2" Gypsum wallboard Total Sub Floor Dead Loads Live Loads Page 2 12.7 x1.12 14.2 16 31 10 0.5 \& 1.4 0.5 2.5 16.7 2.5 0.9 2.5 5.9 1.6 1.S 2.3 1.0 2.5 9.5 40 psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf psf => USE 15 psf (Table 16- A) => USE 17 psf => USE 6 psf => USE 10 psf (Table 16-A) I I —— Total Sub Floor Loads 50 psf I • Balcony Loads Dead Loads Dex-o-Tex Waterproofing 1.0 psf 1 19/32" CD ext plywood sheathing 1.6 psf 1-3/4" x 16" LVL floor joists & 16" O.C. 6.0 psf 19/32" CD ext plywood sheathing 1.3 psf I 7/6" stucco 10.0 psf Framing for railings 1.0 psf I Dead Loads 21.6 psf => USE 22 psf • Live Loads 60 psf (Table 16-C) _ Total Balcony Loads 62 psf | Design of Flush Beam Above Pining Room (5-1/4" x 16" Ganfllam LVL) • D.L. + L.L. = 14 + 40 = 54 psf Tributary Area = 9.5 sqft per ft " Unit Load = (9.5) (54) = 351 plf | Section Properties: S = 224 in3 I = 1,792 in4 Span = 20.5 ft Material Properties: Use GangLam LVL Fb2,950 E2.O Fb = 2,950psi E = 2,000,000 psi (Design Manual, Engineered Wood Products Division 6, Louisiana-Pacific ' 1999) Maximum allowable bending moment: 52,649 Ib-ft Maximum bending moment: Page 3 I I I Required section modulus: m u (w* w?\= 109 in5 109 < 224 . O.K. I w I2 (9.5) (54) (20.5)2 Mmax = = -— — = 26,94£ fc - ft = 323,332& & (2,950) | Check deflection: 5(9.5)(54)(2Q.5)4(12)5 • max 3&4E/ 3£4 (2,000,000) (1,792) M Deflection Limitation: L/240 = 1.03" 0.57 < 1.03 O.K. • Design of Flush Beam Above Living Room Loft (5-1/4" x 16" Ganalam LVL1 D.L + L.L. = 14 + 40 = 54 psf ™ Tributary Area = 5.5 eqft per ft | Unit Load = (5.5) (54) = 297 plf M Section Properties: . 5 = 224 in3 I = 1,792 in4 Span = 16 ft Material Properties: Use GangLam LYL Fb2,950 E2.0 Fb = 2,950 psi E = 2,000,000 psi • (Design Manual, Engineered Wood Products Division 6, Louisiana-Pacific • 1999) Maximum allowable bending moment: 52,8>49 Ib-ft Maximum bending moment: „ wlz (5.5)(54)(16)2 = 9,504 * - ft = Required section modulus: rt 3S <224_ (114.048) _ . (2,950) Page 4 1 1 • 1 1 1nv 1 1V 1 1 1 1 1 •1 1 1 1 1 1 Check deflection: Swf 5(5.5)(54)(16)4(12)5 "*" 364 El 364 (2,000,000) (1,792) Deflection limitation: L/240 = 0.60" Design of 1-3/4" x 16" TJI CTR 250 Floor Joists & 16" O.C. D.L. + L.L. = 14 + 40 = 54 psf Tributary Area = 1.33 sqft per ft Unit Load = (1.33) (54) = 72 plf Span = 22.5 ft (Maximum) Material Properties: Use 1-3/4" x 16" TJI CTR 250 Floor Joists Elx106 = 691 (Design Manual, Engineered Wood Products 1999) Maximum Allowable Moment = 6,200 Ib-ft (Design Manual, Engineered Wood Products 1999) Maximum bending moment: w I2 (1 33) (54) (22 5)2M— — — A. &)/\-A- \n TT"mAV — — — *t ,^*r*T lis 1 i' "*" 6 6 Check deflection: 5wl* 5(1.33)(54)(22.5)4(12)3 max 364 El 364 (691,000,000) Deflection Limitation: L/240 = 1.13" Design of Balcony 1-3/4" x 16" LVL floor joists ("Ripped 1/4" vt 1-3/4" x 16" LVL floor joists @ 16" O.C. D.L. + L.L. = 22 + 60 = 62 psf Page 5 0.12 < 0.60 O.K. Division 6, Louisiana-Pacific Division 6, Louisiana-Pacific 4,544 < 6,200 O.K. O.60 < 1.13 O.K. ;r 12" to provide drainage) I I I I I I I I I I I I I I I I I I I Tributary Area = 1.33 sqft per ft Unit load = (1.33) (32) = 109 plf Section Properties: S = 74 in3 = 1597 in4 Material Properties: Use GangLam LVL Fb2,950 E2.0 Fb = 2,950 psi E = 2,000,000 psi (Design Manual, Engineered Wood Products Division 6, Louisiana-Pacific 1999) Maximum allowable bending moment: 17,616 Ib-ft Check Span: Span = 10 ft Maximum bending moment: • wl2 (1.33) (54) (10)2 Check Cantilever Span = 3ft = .597 * - ft 397 < 17,616 O.K. Maximum bending moment: „ .v/2 (1.33) (54) (3)2 HORIZONTAL FORCES Wind Where Ce = 0.72 c^ = 12.6 psf = 323*-ft 323 < 17,616 O.K. (Section 1620, Equation 20-1) (Table 16-G, Exposure &) (Table 16-H, Method 2) (Table 16H, for 70 mph maximum wind speed) Page 6 I I \W = WO (Table 16-K) P = (0.72) (1.3) (12.6) (1.00) = 11.6 psf => USE 12 psf I • Total shear force due to wind is as follows. • Average height = 23 ft Maximum length = 55 ft • VwwtottF (12 psf) (23 ft) (55 ft) = 15,160 Ib (TOTAL WIND SHEAR) | Seismic • Building conforms to Section 1629.6.2 30 £• / = — - - IA/ (Section 1630.2.3.2, Equation 30-11) •| where Cfl = 0.40 Na (Table 16-Q.) • Nfl = 1.0 (Table 16-S, Ref: Greensfelder, Roger, W., 1974. Maximum credible rock acceleration from earthquakes in California: • California Division of Mines and Geology, Map Sheet 23. • and Jennings, Charles W., 1975. Fault Map of California: — California Division of Mines and Geology, California. • Distance from the site to a major Type "B" fault, namely the Rose Canyon fault, is greater than 10 km.) I R = 5.5 (Table 16-N light-frame construction: plywood shear wall system) R (5.5) Areas and weights acting at the 2n<l-Storv double plate 2""-Story Roof 1,779 sq ft $ 15 psf = 26,665 I b 1/2 Exterior Walls - 2nd-Story 718>sqft<g> 17 psf = 12,207 I b '/2 Interior walls - 2nd-Story 613 sq ft $ 10 psf = 6,167 Ib Page 7 I I 2n<i-Story Seismic weight (w2) 45,079 Ib I Areas and weights acting at the 16t-Story double plate I 1 1 -Story Roof 440 5<\ ft @ 15 psf = 6,600 Ib Floor 1,590 SGJ. ft @ 10 psf = 15,920 Ib Balcony 56 sc;ft @ 22 psf = 1,237 Ib • 1/2 Exterior Walls - 2nd-Story 715 e<\ft @ 17 psf = 12,207 Ib 1/2 Interior walls - 2n-Story 615 sq ft @ 10 psf = 6,157 Ib '/2 Exterior Walls - 16t-Story 900 sq, ft @ 17 psf = 15,311 Ib • '/2 Interior walls - 16t-Story 302 sqft <g> 10 psf = 3,020 Ib _ 16t-Story Seismic weight (w,) 60,452 Ib Total Seismic Weight: • w = w2 + w, = 45,079 + 60,452 = 105,561 Ib V^sm,c = (0.22) (105,561) = 23,223 Ib (TOTAL BASE SHEAR) /. (SEISMIC GOVERNS) Vertical Distribution of Force I Method A - Simplified design base shear based on Section 1630.2.3.2 1 3 0 CFx = — w, (Section 163O.2.3.3, Equation 30-12) I where _ 3.01 nd floor and | F^ floor = -^ w^ floor = (0.22) (45,079) = 9,917 , I F^ ^ = ^^ Wfirst ^ = (0.22) (60,452) = 13,306 Ib • The vertical shear distribution, by floor, is given as follows. • V2 = 9,917 Ib V, = 9,917 Ib +13,306 Ib = 23,223 Ib I• Accordingly, the values of shear obtained from Method A shall be used for design purposes. I Page & I ™ The Reliability/Redundancy factor, p, is evaluated as per Equation 30-3, as follows. • p = 2 == (Equation 30-3, Section 1630.1) rmax V B I where • rmflx = maximum element-story shear ratio at any story at or below 2/3 of the height of the building. | For a shear wall, each value of r, is given by the expression: I f. = (yJv ) (10/1 )i where lw is the length of the shear wall in feet. In order to evaluate the element-story shear ratios/the shear resisting elements must be MJ identified, as follows. The 2"d story floor area of the building, AB, is as follows. I AB = 1,779 sq ft I Accordingly, the 2nd story Reliability/Redundancy Factor, p, is evaluated as per Equation 30-3, Section 1630.1, as follows. § ^ 20 ^ 20p = 2 . =2 1 = 2 - (1.03) = 0.92 => USE p = 1.0 rmax A/A* °'44 VV779 (Equation 30-3, Section 1630.1) Reliability/Redundancy Factor, p, may not be less than 1.0 (Ref: Section 1630.1). therefore, the earthquake load due to base shear is given as follows. The 1st story floor area of the building, AB, is as follows. AB = 1,779 sq ft Accordingly, the 2nA story Reliability/Redundancy Factor, p, is evaluated as per Equation 30-3, Section 1630.1, as follows. Page 9 1 1 • i 1 1 1" .' 1 1 I 1 I 20 20n ° ? 9U — £. I — £. i — t- '"max V^P °'33 "V 1'779 (\ ^L/L^ O ^~)£*> """*> \ l^*iF f^ 1 Ov • ; K (Equation 1630.1) 30-3, Section Reliability/Redundancy factor, p, may not be less than 1.0 (Ref: Section 1630.1). Therefore, the earthquake load due to base shear is given E2 = p V2 = (1.0) (9,917) = 9,917lb E2 = p V2 = (1.0) (9,917) / (1.4) = 7,063 Ib E, = p V, = (1.0) (23,223) = 23,223 Ib E, = p V, = (1.0) (23,223) / (1.4) = 16,567 Ib Shear Resisting Elements 2nd-Story - Long Axis Element Shear Resisting Element Wall #1 4-6" plywood @ 510 plf Wall #2 4-6" plywood @ 510 plf Wall #3 4-6" plywood @ 510 plf 4'-6" plywood @ 510 plf 7-0" plywood @ 510 plf 2^-Story - Short Axis Element Shear Resisting Element Wall #A . 25'-5" plywood @ 340 plf Wall #& 7-9" plywood @ 510 plf Wall #C 16'-9" plywood @ 510 plf 10'-9" plywood @ 510 plf Wall #P 11'-0" plywood @ 510 plf 1st Story - Long Axis as follows. (STRENGTH LEVEL) (WORKING STRESS) (STRENGTH LEVEL) (WORKING STRESS) vVv^^, Applied Shear Allowable 0.20 1,770 Ib 2,295 Ib 0.20 1,770 Ib 2,295 Ib 0.20 1,062 Ib 2,295 Ib 0.20 1,062 Ib 2,295 Ib 0.20 1,416 Ib 3,570 Ib Vp/V^^ Applied Shear Allowable 0.30 2,124 Ib 6,636 Ib 0.20 1,416 Ib 3,952 Ib 0.15 1,062 Ib 9,562 Ib 0.15 1,062 Ib 5,462 Ib 0.20 1,416 Ib 5,610 Ib .Page 10 Shear r, O.K. 0.44 O.K. 0.44 O.K. 0.44 O.K. 0.44 O.K. 0.29 Shear I", O.K. 0.12 O.K. 0.26 O.K. 0.06 O.K. 0.14 O.K. 0.19 1 1 1 1 1 • 1 1 • 1 1 1 1 1 1 1 Element Shear Resisting Element Wall #1 7-6" plywood & 670 plf Wall #2 4'-6" plywood @ 670 plf 4'-6" plywood @ 670 plf Wall #3 4-6" plywood @ 670 plf 4'-6" plywood @ 670 plf 6-4" plywood @ 67O plf 6-0" plywood @ 670 plf 1st Story - Short Axis Element Shear Resisting Element Wall #A SW22x7x6 @ 1,315 plf SW22x7x6 0 1,315 plf SW22x7x6 0 1,315 plf Wall #B 6'-10" plywood @ 670 plf Wall#C 13'-9" plywood @ 510 plf 7-9" plywood @ 510 plf Wall #D 6'-6" plywood 0 510 plf Wall #E 10'-9" plywood @ 510 plf Wall #F 6'-11" plywood @ 670 plf Shear Wall Specification (A) 19/32" CDext plywood sheathing w/ Nailing schedule: 6" nail spacing at resistance. (Table USE: PHD5 w/ 5DS3 and 4x4 post USE: 5/6" diameter anchor bolts 0 vjv*t(»y Applied Shear Allowable 0.25 4,146 Ib 0.12 1,990 Ib 0.13 2,156 Ib 0.12 1,990 Ib 0.12 1,990 Ib 0.13 2,156 Ib 0.13 2,156 Ib 6,525 Ib 3,915 Ib 3,915 Ib 3,915 Ib 3,915 Ib 7,221 Ib 5,220 Ib Vf/V,.tc,r, Applied Shear Allowable 0.05 629 Ib 0.05 629 Ib 0.05 629 Ib 0.10 1,656 Ib 0.15 2,466 Ib 0.10 1,656 Ib 0.15 2,466 Ib 0.20 3,317 Ib 0.15 2,466 Ib 10d nails with 1-5/6" 2,410 Ib 2,410 Ib 2,410 Ib 6,003 Ib 7,012 Ib 3,952 Ib 3,401 Ib 5,457 Ib 6,003 Ib Shear. O.K. O.K. O.K. O.K. O.K. O.K. O.K. Shear O.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. O.K. r, 0.33 0.27 0.26 0.27 0.27 0.26 0.26 r, 0.27 0.27 0.27 0.14 0.1O 0.12 0.19 0.19 0.16 penetration in framing. panel edges and in the field to provide 340 23-11-1-1) at each first-story plywood shear wall edge. plf shear 32" O.C. [Note: Minimum distance from the ends of all sill plates to be 4-3/6". Maximum distance from theends of all sill plates to be 12".] USE:Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 1 1 Page 11 I I (E3) 19/32" CDext plywood sheathing w/ 10d nails with 1-5/3" penetration in framing. • Nailing schedule: 4" nail spacing at panel edges and in the field to provide 510 plf shear resistance. [Note: foundation sill plates and all framing members receiving edge nailing I from abutting panels shall not be less than a 3-inch nominal member,,](Footnote 3, Table 23-ll-H) • USE: PHP5 w/ SPS5 and 4x4 post at each first-story plywood shear wall edge. USE: 5/3" diameter anchor bolts $> 32" 0.C. [Note: Minimum distance from the ends of • all sill plates to be 4-3/3". Maximum distance from the ends of all sill plates to be 12".] — USE:Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. I USE: 3" nominal sill plate. • I (C) 19/32" CPext plywood sheathing w/ 10d nails with 1-5/3" penetration in framing. Nailing schedule: 3" nail spacing at panel edges and in the field to provide 665 plf shear I resistance. [Note: foundation sill plates and all framing members receiving edge nailing •' from abutting panels shall not be less than a 3-inch nominal member.](Footnote 3, Table 23-11-1-1) I USE: PHP5 w/ SPSS and 4x4 post at each first-story plywood shear wall edge. P USE: 5/3" diameter anchor bolts P 32" O.C. [Note: Minimum distance from the ends of all sill plates to be 4-3/3". Maximum distance from the ends of all sill plates to be 12".] • USE:Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. • USE: 3" nominal sill plate. _ (D) 19/32" CDext plywood sheathing w/ 10d nails with 1-5/3" penetration in framing. •' Nailing schedule: 2" nail spacing at panel edges and in the field to provide 370 plf shear resistance. [Note: foundation sill plates and all framing members receiving edge nailing from abutting panels shall not be less than a 3-inch nominal member'.](Footnote 3, Table 23-ll-H)I I USE: PHP5 w/ SPS5 and 4x4 post at each first-story plywood shear wall edge. USE: 5/3" diameter anchor bolts <§> 32" O.C. [Note: Minimum distance from the ends of I all sill plates to be 4-3/3". Maximum distance from the ends of all sill plates to be 12".] M USE:Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. Page 12 i I I USE: 3" nominal sill plate. Design Shear Values for Horizontal Shear Diaphragms | 2nd-Story Roof Reaction at Side Walls = 1/2 (7,056) = 3,544 Ib (SEISMIC) • Minimum Depth of Horizontal Diaphragm = 25.5 ft ' Roof Diaphragm Shear = (3,544) 7(25.5) = 139 plf • Floor B Reaction at Side Walls = 1/s (16.507) = 6,293 Ib (SEISMIC) _ Minimum Depth of Horizontal Diaphragm = 25.5 ft ' £ Master Bedroom Roof Diaphragm Shear = (6,293) / (25.5) = 325 plf I Horizontal Shear Diaphragm Specification Roof: 19/32" CDext plywood sheathing w/ 10d nails with 1-5/6" penetration in framing. Nailing schedule: 6" nail spacing at diaphragm boundaries and all panel edges and 6" nail • spacing in the field, to provide 320 plf shear resistance. (Table 23-IH-1) Floor 19/32" CDext plywood sheathing with 10d nails with 1-5/6" penetration in framing. • Nailing schedule: 4" nail spacing at diaphragm boundaries and all panel edges and 6" nail spacing in the field, to provide 425 plf shear resistance. (Table 23-ll-M) I I I I I I I I Page 13 I CHRISTIAN WHEELER ENGINEERING September 2, 2004 Cazadero Homes, Inc. 2954 Hawks Eye Place Carlsbad, California 92009 CWE 2040602.02 SUBJECT: FOUNDATION AND GRADING PLAN REVIEW, PROPOSED SINGLE-FAMILY RESDIENCES, 2817-2819 CAZADERO DRIVE, CARLSBAD, CALIFORNIA References: 1) Report of Preliminary Geotechnical Investigation, Proposed Single-Family Residences, 2817-2819 Cazadero Drive, Carlsbad, California, by Christian Wheeler Engineering, Report No. 2040602.01, dated June 29, 2004 2) Foundation Plan and Details, Rancho Cazadero, Unit A, Lot 306, La Costa Meadows, 2817 Cazadero Street, Carlsbad, California, by Geissler Engineering, dated April 9, 2004. 3) Foundation Plan and Details, Rancho Cazadero, Unit B, Lot 306, La Costa Meadows, 2819 Cazadero Street, Carlsbad, California, by Geissler Engineering, dated April 9, 2004. 4) Grading Plan for: Lot 306, La Costa Meadows, 2819 Cazadero Street, Unit No. 2, by Geissler Engineering, dated April 30, 2003. Dear Mr. Paul: In accordance with your request, we have reviewed the referenced foundation plans and grading plan for conformance to our geotechnical recommendations. Based on our review, the foundation and grading plans have properly incorporated our geotechnical recommendations. If you have any questions after reviewing this report, please do not hesitate to contact this office. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, CHRISTIAN WHEELER ENGINEERING Charles H. Christian, RGB #00215 CHGwm cc: (4) Submitted 4925 Mercury Street -f San Diego, CA 92111 ^^|i96-^^ J TITLE 24 REPORT Title 24 Report for: Unit A 1817 Cazadero Street Carlsbad, Ca Project Designer: Cazadero Homes, Inc Report Prepared By: Michael Dell DELL CO. 1629 York Drive Vista, CA 92084 (760)940-0064 Job Number: R6-28 Date: 11/10/2005 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) 897-6400. EnergyPra 3.1 By EnergySoft Job Number: R6-28 User Number: 1712 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner,Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Commercial/Industrial: City Certification of Applicant Information: Rancho Cazadero CB043184 2717 Cazadero Dr 215-320-45-00 Eileen Chung New single famiSy dwelling VN 1 New Dwelling Units 2870 Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area are Feet Floor Area Date: 9/1/06 SCHOOL DISTRICTS WITHIN THE CITY OF CABkS§AD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710Encinitas-Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Revised 3/30/2006 Date: SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) ****************************************************************** THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE / / a v? NAME OF SCHOOL DISTRICT DATE PHONE NUMBER 0 Revised 3/30/2006 SAN I^COS UNIFIED SCHOOL DISTRICT FACILITIES DEPARTMENT 215 Mata Way, Bldg 5 (2nd Floor) .. . • _ _ San Marcos CA 92069 , £X / / / 760-290-2649 CERTIFICATE OF COMPLIANCE /*o ' • L&»tC<a— Project Descriptiqn: I^.G(\r.Lc, C C /a- Tract No.:' Assessor's Parcel No:a/ c - 3.^0 - Received From: Tb'eSljmof.' « w* / i/e a •S/*!Number of Square Feet/Units:Check Number:Amount: •pic Ed. Code 17620 and Gov. Code 65995, etseq. Q Not subject to fee requirements Q" CFDNo.: •'-."'•.-. •'-.•' _ • . Q Existing Mitigation Agreement: Certification of Applicant/Owners: The person executing this declaration ("Owner") certifies under penalty of perjury that: (1 ) the information provided is correct and true to the best of Owner's knowledge; (2) Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units/square footage after the building permit is issued, or if the initial determination of units/square footage is found to be incorrect, and any and all costs of collection thereof including actual attorneys' fees and legal costs; and (3) Owner is the owner/developer of the above described project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner. f "KU C^\--~~-Signature:Dated: This is to certify that the applicant listed has paid all amounts determined by the information presented and due to the San Marcos Unified School District ("District").. The payment of these amounts is a prerequisite to the issuance of a building permit. • "•»-•,, District Representative: San MaYcos Unified School District- Facilities Department NOTICE OF 90-DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Government Code Section 66020 requires that a district provide: (1) written notice to the project applicant, at the time of payment of school fees, mitigation payment or other exactions ("Fees'), of the ninety (90) day period to protest the imposition of these Fees and (2) the amount of the Fees. Therefore, this Notice shall serve to advise you that the ninety (90) day protest period in regard to such Fees or the validity thereof, commences with the payment of the Fees or performance of any other requirement as described in Government Code Section 66020. Additionally',.the amount of the Fees imposed is as stated here, whether payable at this time in whole or in part, prior to the issuance of a Certificate of Occupancy. As in the latter instance, the ninety (90) day protest period starts on the Date of Issuance. EXPIRATION OF CERTIFICATE This Certificate of Compliance is valid for one hundred; eighty (180) days from the Date of Issuance. Extensions will be granted only for good cause, as determined by the Facilities Department of the District, and one (1) sixty (60) day extension may be granted. At such time as this Certificate of Compliance expires, if a building permit has not been issued for the project that is the subject of this Certificate of Compliance, the owner will be reimbursed all Fees that were paid to obtain this Certificate of Compliance without interest Applicant/Owner must submit a request for reimbursement In writing to the District Facilities Department. THIS CERTIFICATE OF COMPLIANCE EXPIRES: \~?','\ D (a THE ABOVE EXPIRATION DATE IS EXTENDED TO: SIGNATURE VERIFYING AUTHORIZED EXTENSION:Dated: Distribution: Facilities-White Agency-Canary Customer - Green Accounting-Pink. Audit - Goldenrod City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: .Residential Additions: Commercial/Industrial: City Certification of Applicant Information: Rancho Cazadero CB043184 2817 Cazadero Dr 215-320-45-00 Eileen Chung New single family dwelling 1 New Dwelling Unit(s) 2870 Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDL) Net Square Feet New Area Square Feet Floor Area .DISTRICTS WITHIN THE CITY OF CARLSBAD \ 1 •-„..„._ ._.... San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) arlsbad'Unified School District 6225 El fcamino Real Carlsbad CA 92009 (331-5000 Vista Unified School District 1234 Arcadia Drive Vista CA 92083 (726-2170) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behaffoAhe Owner. Signature:Date: Revised 3/30/2006 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s))*************************************************************************** . THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER A' •UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 - — - - Revised 3/30/2006 aCARLSBAD UNIFIED SCHOOL DISTRICT \ I JEFFERSON ELEMENTARY I I AVIARA OAKS ELEMENTARY : •' .. " __ \~^CARLSBAD HIGH SCHOOL \^\ MAGNOLIA ELEMENTARY ^^ AVIARA OAKS MIDDLE SCHOOL | | CARLSBAD VILLAGE ACADEMY | | CALA VERA HILLS SCHOOL | | PACIFIC RIM |~] VALLEY, MIDDLE SCHOOL ; Q^] KELLEY SCHOOL \ ' \CALAVERAHILLSMIDDLESCHOOL [ fflt/EAM VISTA SCHOOL | | HOPC SCHOOL \ | QTHEB _ - 21015 RECEIVED FROM: /--r. ' I? (If Applicable) PARENT OF 1 r* ?r n PAYMENT FOR:NUMBER AMOUNT *-7,$^ RECEIVED BY:J?fYYnflA CASH..C^X*^*4'^ 0 Washington Mutual Bank 16-3717/1220 635415418 ocoo WASHINGTON 3JF MUTUAL ^ r PAY CARLSBAD UNIFIED SCHOOL DISTRICT TO i THE ORDER l OF Aug 30, 2006 SEVEN THOUSAND FIVE HUNDRED FORTY EIGHT DOLLARS AND 10 CENTS ~l Washington Mutual Bank,* DRAWER / PURCHASER COPY f NON-NEGOTIABLE Issued by Integrated Payment Systems Inc., Englewood, Colorado Wells Fargo Bank Ltd, N.A., Los Angeles, CA J REMITTER JOHN MCGINNIS 1274 502 499156243920 499157 REVS 08/04 813518044 . HOLD DOCUMENT UP TO THE LIGHT TO VIEW TRUE WATERMARK BJ Washington Mutual Bank •IJQFFlClAEbHfeK "ffeS* HOLD DOCUMENT UP TO THE LIGHT TO VIEW TRUE WATERMARK 1M717/1220 635415418 MATCH THE AMOUNT IN WORDS WITH THE AMOUNT IN NUMBERS -T * WASHINGTON i Aug 30, 2006 SEVEN THOUSAND FIVE HUNDRED FORTY EIGHT DOLLARS'AND 10 CENTS PAY/ CARLSBAD UNIFIED SCHOOL DISTRICT '•;TO^V:, ITHE" ORDER "~| DRAVVIERrWashington Mutual Bank AUTHORIZED SIGNATURE REMITTER J JOHN MCGINNIS t tesu 6? Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MTriGAflO: This form must be completed by the City, the applicant, and the appropriate school,districts/and returned to the City prior to issuing a building permit. Tfo City will not i^ue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Number of New Dwelling Units Square Feet of Living Area in New Dwelling 3 <£ 7D W Square Feet of Living Area in SOU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area _x City Certification of ~^ Applicant Information: /j6 Date: WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) San Marcos Unified School District 215MataWay ' San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature:Date: Revised 4/20/00 1635 Faraday Avenue • Buildinn Counter Carlsbad, CA 92008-7314 • (760) 6O2-27OO 602-2719 • FAX (76O) 6O2-8558 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. T/ip City will not i^ue any building permit without a completed school fee form. Project Name- Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: sin vV Number of New Dwelling Units L Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SOU Residential Additions: Net Square Feet New Area Commercial/industrial: Square Feet Floor Area ^ City Certification of Applicant Information:Date: SCHOOL.WSTlUCTfrW Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 (331-5000) ITHIN THE CITY OF CARLSBAD San Marcos Unified School District 215MataWay San Marcos, CA 92069 (290-2649) Contact: Nancy Dolce (By Appt. Only) Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner wil| file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature:Date: 1635 Faraday Avenue • Revised 4/20/00 Buildinn Counter Carlsbad, CA 92008-7314 • (760) 6O2-27OO <7BO) 6O2-271 9 • FAX (7601 602-8558 Complete, one-piece chimney top. Firestop spacer-secures chimney in ceiling or between floors. All-metal Thru-How (8") chimney system. Installs easily with snap-together design. CR-3835 SHOWN CPF-38 SHOWN CST-38 SHOWN R-3835 Ric i IT 37-1 1 | A W ;HT i — c= ooo0oo "Trf-ci 17-i/r 1 1 AH 1 ir — r •iffni ir ir [4 It-SIf »• •* 04/41 »• * A T ' GmUne 21- 32-7/T X -^ 11 -1- 4 7-t/rL-4- AAinimum clearance to combustible materials Frame with wood right up to firebox end and r* face top. — — _____ A l^fl/I\ II Jl \\A i * Lin/r* «- ' Three smooth exterior front faces. " Sdid sled fud grate. ~- Recessed refractory floor with ash lip. ' — S 0 •~ . 7 «• — — Clp -•*. Jn FRONT VIEW CLOSED END VIEW -«-3/<r TOP VIEW CPF-38 & CST-38 i • A t |-t2-vr-| T Superior's brass bi-fold or twin-pane doors and fixed end ponds are required on CPF and CST. Doors are optional on CR-3835. ^Jfr *Distributed by: FRAMING DIMENSIONS BSHflEl^EI CR-3835 42" 40-5/8" 24" CPF-38 39-1/8 49" 23-15/16" CST-38 40-1/4'49" 23-15/16" Storm collar. ,-" Roof flashing. Energy-saving damper opens and closes easily. Optional outside combustion air kit. Direct gas line access with inside knockout. Realistic refractory interior. Standard metaL safely strip incw FRONT VIEW CLOSED END VIEW 2S-3/16- P/N 903907 Rev. A 04/02 23-15/14- TOP VIEW Built to UL127/ULCS610 standards. Agency listings: UL !CR=MH8988), WarnoctoHersey (CPF & CST = 0503-762, CR • 3657). NOTE: Dkjgroms and illustrotfons are not to scale and should not be used for framing purposes - consult installation instructions. Product designs, materials, dimensions, specifica- tions, colors and prices subject to change or discontinuance without notice. Printed in U.S.A. ©2001 Lennox Hearth Produc All Superior wood-burning fireplaces include a 20-year BSUPERIOR^^••••^•^^••^•^•••M vvww.LennoxHearthPr6ducts.com st Taft Ave- License Detail Page 1 of 2 Wednesday, Aug KWe'lcome'io •- License Detail Contractor License # 682179 CALIFORNIA CONTRACTORS STATE LICEN DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B&P7124.6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. • Per B&P_ZQI1,_17, only construction related civil judgments reported to the CSLB are disclosed. • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. * * * Extract Date: 08/30/2006 Business Information * * * J E MC GINNIS CONSTRUCTION 1907 NORTHBROOK COURT VISTA, CA 92083 Business Phone Number: (760) 443-4222 Entity: Sole Ownership Issue Date: 12/15/1993 Expire Date: 12/31/2007 * * *License Status * * * This license is current and active. All information below should be reviewed. '*** Classifications *** Class i Description B GENERAL BUILDING CONTRACTOR * * *Bonding Information *•*'* CONTRACTOR'S BOND: This license filed Contractor's Bond number 6007457 in the arr $10,000 with the bonding company http://www2.cslb.ca.gov/CSLB JJBRARY/License+Detail.asp 08/30/2006 License Detail Page 2 of 2 * * * SURETY COMPANY OF THE PACIFIC. Effective Date: 01/01/2004 Contractor's Bonding History Workers Compensation Information * * * This license is exempt from having workers compensation insurance; they certified that employees at this time. Effective Date: 09/01/1993 Expire Date: None Personnel List J License Number i Request • Contractor Name Request g Personnel Name Request Salesperson Request | Salesperson- Name Request © 2006 State of California. Cjmditioiis.oLUse Rrivacy.Poiicy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 08/30/2006