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Home My WebLink About1475 CHESTNUT AVE; ; CB021121; Permit1 ,05-10-2002 3ob 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: CB021121 Building Inspection Request Line (760) 602-2725 1475 CHESTNUT AV CBAD RESDNTL Sub Type: 2052207400 Lot #: $49,440.00 Construction Type: Reference #: 0 Structure Type: 0 Bathrooms: ALLEN - FAMILY ROOM 480 SF RAD 0 VN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check*: ISSUED 04/12/2002 JM 05/10/2002 05/10/2002 Applicant: WRIGHT SAM 2911 STATE STREET CARLSBAD CA 92008 760- Owner: ALLEN-BAINES REX V&DIANE C 1475 CHESTNUT AVE CARLSBAD CA 92008 6878 05/10/02 0002 01 02 CGP 398.63 Total Fees:$628.85 Total Payments To Date:$230.22 Balance Due:$398.63 ;• Building Permit ?; Add'l Building Permit Fee ' Plan Check ,j Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFMFee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee .< Meter Size I Add'l Pot. Water Con. Fee £, Reel. Water Con. Fee $354.19 $0.00 . $230.22 $0.00 $0.00 $4.94 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $19.50 $0.00 $0.00 $0.00 $0.00 $0.00 $628.85 Inspector:D INAL APPROV ate: /^2z 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 lees/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 oreviouslv QthBrwise_8XBired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. FOR OFFICE USE ONLY PLAN CHECK EST. VAL. Plan Ck. Depasi Validated Date Address (include Bldg/Suite #)Business Name (at this address) Description of Work SQ. FT.#of Stories # of Bedrooms # of Bathrooms 2. CONTACT PERSON (if different from icant) U Name Address City 3. APPLICANT Q Contractor Q Agent for Contractor jgy Owner Q Agent for Owner State/Zip Telephone #Fax # Name 4. PROPERTY OWNER Address City State/Zip State/Zip Telephone # Telephone #Name 5. CONTRACTOR - COMPANY NAME (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_ariy applicant for a permit subjects the applicant to a civil penalty of not,morerthanjive hundred dollars [$500]). Name State License # Address License Class ///c City State/Zip City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6. WORKERS'COMPENSATION : ; 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. O 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 (TH1SSECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) pH 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. workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred lition to the cost of compensation, damages as provided for in Section 3706 of the Labo/code, interest and attorney's fees. DATE ^ WARNING: Failure, thousand dollai SIGNATURE 7,OWNER-BUjktj§F0ECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: l~l 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 solo>jvithin 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). *!Bs, 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). l~l 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. O YES I~"|NO 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 wook, but I have rfoffl racj edjplred) the following persons to provide the work indicated (include name / address / phone number / type of work): 1 f—~\ 1 \ ""^ L , DATE ^7 f Q/ CSPROPERTY OWNER SIGNATURE COMPLETlTHIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY 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? EH YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? CD YES CD 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. 8, CONSTRUCTION LENDING AGENCY - \ ' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANYWAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over BXryegpJod demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by theJMilding Offic^uKSer 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 commence within lagn^s from the crate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenc^cMbr a perio/oWiO/ia^ (Sei»on-*e6.4.4 Uniform Building Code). / /A*MS /sfj* //7/ / APPLICANT'S SIGNATURE DATE YELLOW: Applicant PINK: Finance Inspection List Permit*: CB021121 Type: RESDNTL RAD Date Inspection Item Inspector Act 11/21/2002 89 07/09/2002 19 07/09/2002 29 07/09/2002 39 07/09/200249 07/08/2002 89 06/11/2002 17 06/11/2002 18 06/10/2002 17 06/10/2002 18 06/06/2002 16 06/05/2002 14 06/05/2002 18 06/05/2002 34 06/04/2002 13 06/04/2002 14 06/04/2002 34 05/23/2002 13 ' 05/23/2002 15 05/13/2002 11 Final Combo Final Structural Final Plumbing Final Electrical Final Mechanical Final Combo Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Insulation Frame/Steel/Bolting/Weldin Exterior Lath/Drywall Rough Electric Shear Panels/HD's Frame/Steel/Bolting/Weldin Rough Electric Shear Panels/HD's Roof/Reroof Ftg/Foundation/Piers RF RF RF RF RF RF RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB RGB AP CO AP AP AP NR AP AP CO CO AP AP we AP AP we we we AP AP ALLEN - FAMILY ROOM 480 SF Comments 4FT HIGH R.W. NO PERMITS - STEPS 6 RISE NO LANDING OR HANDRAIL \ FLOORING MUST BE INSTALLED, OWNER NOT HOME DID NOT SEAL SILL PLATE PROPERLY SPEC INSP REPORT FOR H.D. BOLTS FILED OK TO WRAP OK TO COVER OK TO POUR Thursday, November 21, 2002 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 07/09/2002 Permit# CB021121 Title: ALLEN - FAMILY ROOM 480 SF Description: Type:RESDNTL Sub Type: RAD Job Address: 1475 CHESTNUT AV Suite: Lot 0 Location: APPLICANT WRIGHT SAM Owner: ALLEN-BAINES REX V&DIANE C Remarks: Total Time: Inspector Assignment: RF Phone: 7604341203 Inspector: /X / Requested By: JOE CD 19 29 39 49 Description Final Structural Final Plumbing Final Electrical Final Mechanical Act Cfirnments Co &' hJah A f \S+*/>s £ AP AP Entered By: CHRISTINE J J ' I 1 3 Associated PCRs/CVs Inspection History Date 06/11/2002 06/11/2002 06/10/2002 06/10/2002 06/06/2002 06/05/2002 06/05/2002 06/05/2002 06/04/2002 06/04/2002 06/04/2002 05/23/2002 05/23/2002 05/13/2002 Description 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 16 Insulation 14 Frame/Steel/Bolting/Welding 18 Exterior Lath/Drywall 'v 34 Rough Electric 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Welding 34 Rough Electric 13 Shear Panels/HD's 15 Roof/Reroof 1 1 Ftg/Foundation/Piers Act AP AP CO CO AP AP we AP AP we we we AP AP Insp RC RC RC RC RC RC RC RC RC RC RC RC RC RC Comments DID NOT SEAL SILL PLATE PROPERLY SPEC INSP REPORT FOR H.D. BOLTS FILED OK TO WRAP OK TO COVER OK TO POUR CITY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE 7/4/3 32- LOCATION PERMIT NO. / /i/ (760) 602-2700 1635 FARADAY AVENUE TIME zMo*; 3. %- 3.6 . Met. \ . as yj C*i/( T&1 FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? I I YES FOB FURTHER PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ® City of Carlsbad Bldg Inspection Request For: 07/08/2002 Permit* CB021121 Title: ALLEN - FAMILY ROOM 480 SF Description: Type:RESDNTL Sub Type: RAD Job Address: 1475 CHESTNUT AV Suite: Lot 0 Location: APPLICANT WRIGHT SAM Owner: ALLEN-BAINES REX V&DIANE C Remarks: Total Time: Inspector Assignment: RGB Phone: 7604341203 Inspector: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JOE Entered By: CHRISTINE Act Comments 7 Associated PCRs/CVs Inspection History Date 06/11/2002 06/11/2002 06/10/2002 06/10/2002 06/06/2002 06/05/2002 06/05/2002 06/05/2002 06/04/2002 06/04/2002 06/04/2002 05/23/2002 05/23/2002 05/13/2002 Description 17 18 17 18 16 14 18 34 13 14 34 13 15 11 Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Exterior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Exterior Lath/Drywall Rough Electric Shear Panels/HD's Frame/Steel/Bolting/Welding Rough Electric Shear Panels/HD's Roof/Reroof Ftg/Foundation/Piers Act AP AP CO CO AP AP we AP AP we we we AP AP Insp RC RC RC RC RC RC RC RC RC RC RC RC RC RC Comments DID NOT SEAL SILL PLATE PROPERLY SPEC INSP REPORT FOR H.D. OK TO WRAP OK TO COVER OK TO POUR BOLTS FILED - CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE 7/3/0-2- LOCATION PERMIT NO. ~r f cyr/ Ts •L FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? FOR FURTHER INFORMATION. CONTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 06/05/2002 Permit# CB021121 Title: ALLEN - FAMILY ROOM 480 SF Description: Inspector Assignment: RGB Sub Type: RAD 1475 CHESTNUT AV Lot 0 Type: RESDNTL Job Address: Suite: Location: APPLICANT WRIGHT SAM Owner: ALLEN-BAINES REX V&DIANE C Remarks: EMJBLEASE 4 Total Time: CD Description 18 Exterior Lath/Drywal I Act Comments Phone: 7608054329 Inspector: Requested By: JOE Entered By: CHRISTINE Associated PCRs Inspection History Date Description Act Insp Comments 05/23/2002 13 Shear Panels/HD's WC RC 05/23/2002 15 Roof/Reroof AP RC OK TO COVER 05/13/2002 1 1 Ftg/Foundation/Piers AP RC OK TO POUR MPY-31-£882' 66:39 A FROM: 768 7E8 S875 TO:7205257 SenSpec .*. *J I . .» S ^*Building Consultants Tel: (760) 720-7125 Fax; (760) 720-2875 May 23,2002 < , ! "".• '!' '?*.''. Joe Moore Construction Carlsbad, CA 92008 Re: Special Inspection 1475 Chestnut Carlsbad, CA Dear Sirs, The installation of two (2) 5/8" threaded rods 7 1/2" into the foundation was observed at 8:30 a.m. on Thursday, May 23, 2002. The installation was done in accordance with the instructions on the tube of Simpson epoxy I.C.B.O. &ERS279 and standard building practices. Should you have questions regarding this matter please contact me at 760.720.7125. Sincerely, Bill Van Tassel, C8O #2832 Si20523i EsGil Corporation In Partnership with government for 'BuiCding Safety DATE: April 25, 2002 a^APgyCANT JURISDICTION: Carlsbad a FILE PLAN CHECK NO.: 02-1121 SET.-.I PROJECT ADDRESS: 1475 Chestnut Avenue PROJECT NAME: SFD Addition for Baines The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ^ ,X] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: 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 #: ^DBte-c^ntacted: (by: ) Fax #: Fax In Person EMARKSil Please have the designer shcjlw^m&Tollowing on the plans: 1) Beam 2 as recblnmenj|ed should be parallam instead of GLB. 2) The CF-1R form signed by the owner/de*>jgner and imprinted on the plans. Domingo Enclosures: Esgil Corporation D GA Q MB Q EJ Q PC 4/15/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 02-1121 PREPARED BY: Bert Domingo DATE: April 25, 2002 BUILDING ADDRESS: 1475 Chestnut Avenue BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb Rlrla. Permit Fee hv Ordinance *T Valuation Multiplier By Ordinance Reg. Mod. VALUE ($) 49,440 49,440 $345.06 Plan Check Fee by Ordinance Type of Review: I Repetitive FeeRepeats Complete Review D Other ,—i Hourly fj Structural Only Hour Esgil Plan Review Fee Comments: $224.29 $193.23 Sheet 1 of 1 macvalue.doc DATE: BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB QQ 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: EST. VALUE: DENIAL Please see the attached report of deficiencies marked with D. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: By: Date: Date: Date: By: FOR OFFICIAL USE ONLY / ENGINEERINOAUTHORIZATION TO ISSUE BUILDING PERMIT: Date: ATTACHMENTS D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application [] Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: KarervSftUJ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760)'602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: H:\oe.€k>plifiS6ii£oEaeieyaft»aaiit0>i«bhGa£lslaacl, CA 920OSr7314 • (760) 602-2720 • FAX (76O) 602i85fia BUILDING PLANCHECK CHECKLIST SITE PLAN 3RD 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow Existing & Proposed Structures Existing Street Improvements Property Lines Easements Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service D D 2. Show on site plan: ., Z. 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 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. \p. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: Site address essor's Parcel Number ) Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION H:\WORmDOCS\CHKLSTiBuilding Plancteck CMst Form (Generic).*c BUILDING PLANCHECK CHECKLIST 1ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE ED D CH 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D D D 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS D D D 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000. pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Ya" 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 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 H:\WORD\DOCS\CHKLST\BuiMino Planchecfc Cklst Form (RIDDLE - HARVEY 7-12-00) doc ., ST pND 3RD BUILDING PLANCHECK CHECKLIST checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: • ' " Date: CD D d 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 $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: CH D 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: D ' D 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. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. D 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). n 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: D D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORD\DOCS\CHKLS7\Building Planduck Ckjst Form (Generic 7-14-00) doc A Rev 7/14/00 3RD D D D D D 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 DO ODD D a a a 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El 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 first. 1 1 . Q Required fees are attached No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. • All single family dwelling units received "standard" 1" service with 5/8" service. H:\WORD\DOCS\CHKLST\Bulldlng Plancheck CWst Form (Generic).** BUILDING PLANCHECK CHECKLIST 1ST •>ND RD ODD • 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 H:\WORD\DOCS\CHKLST\BuHding Planchei* CWst Form (Generic).doc Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. Q 12c. Irrigation Use (where recycled water is available) 1 . Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. D D D 13- Additional Comments: H:\WORD\DOCS\CHKLST\Building Plandieck CMst Form (Genenc).doc RJ COdd .a .Q .o T- CM CO o o (D ^0 CL 0. D PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB Address Planner Brandon Nichols APN: Phone (760) 602- 4625 Type of Project & Use: Zoning: £•- * General Plan:_ CFD (in/out) #_Date of participation^ Net Project Density:DU/AC Facilities Management Zone: Remaining net dev acres: circle One non-residential development: Type of land used created by this permit: _ _ ___ _ ) Legend: JAJ Item Complete Environmental Review Required: DATE OF COMPLETION: _ Item Incomplete - Needs your action YES NO i/ TYPE Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES CA Coastal Commission Authority? YES If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: D Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. Inclusionary Housing Fee required:YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklsl Rev 9/01 Site Plan: I I 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). [I] 2. Provide legal description of property and assessor's parcel number. Q' O D D D 0^ 0 D Policy 44 - Neighborhood Architectural Design Guidelines 1. Applicability: YES NO /" 2. Project complies YES NO Zoning: 1. 2. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Accessory structure Front: Interior Side: Street Side: Rear: Structure separation Required Si£> Required ^ Required Required \(p Required setbacks: Required Required Required Required : Required Shown ^(/ Shown yS* Shown Shown &>^v Shown Shown Shown Shown Shown Shown 3. Lot Coverage: 4. Height: Required Required HC>Shown 1-7 Shown <!. D 5. Parking:Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 i n n jI j[ Edward W. Marshall, P.E. C38462 ; i j 2044 Hildharse Lane, Big Bear City CA 92314-9024 800.337.7083 * 909.584.1190 * Fax 877.639.8375. Licensed by the Board for Professional Engineers and Land Surveyors Client: Allen*Baines Project Type: Addition to SFD Project Address: 1475 Chestnut AV, Carlsbad revised 2002.04.11 16:31 v v Contents: 1) General structural design & analysis 2) Near-Source Fault Map 3) Lateral analysis schematic(s) 4) Lateral analysis 5) Title 24 Energy Compliance Documentation An Adobe Acrobat File of this document is available for use by Building & Safety personnel or their agent(s) or both in conjunction with a permit application review of this information for the above project. It may be downloaded from: http://www.edwardxarshall.com/calcs.htm Passphrase: tire+chains •M'-fl-M Structural Calculations || Edward W. Marshall, P.E. | 2044 Wlldhorse Lane, Big Bear City CA 92314-6024 800337.7083 * 909.584.11SO * FAX 877.639.8375 SFD addition Projecl 1475 Chestnut AV, Carlsbad Situs A!len*3aines Owner Samuel B. Wright Designer Loads Balcony 60 FDL 10 Evaluate controlling load duration factor: Cssal 24.4 (CDL+RDL) FLL 40 Floor 50 Case il controls "(1/.9) Case II RDL 15 CDL 7 30.4 (CDL+RDL+RLL)*<1/1 Wall 56 RLL 16 Roof 38 25) Abbreviations B Beam Bed Bedroom C Caiiing D Dormer Fern Family rocm F Floor H Header Hip Hip rafter Kit Kitchen Liv Living room Mbath Master bath Master Master BR R Rafter Ridge Ridge baam Rstc Rustic Sel Select UB Unbalanced U Uniform V Valley Pram+ : Premium strength GLB by Williamette Industries, Inc., "Premier Plus 2.1E !JC" Report: None. Footing callcutin beams sxample: 24 (2x=32) Allowables, bearing: 1,000paf Lateral: (24 = square size in inches of single reaction, 32 = square size for double reaction) n/aSoil Location: Fault Report: None. Footing calloutin beams sxample: Entire residence Roae Canyon So tree Type Table 16-S(Na; A B C Source Type Table 16-T(Nv) A Eq. 30 4/W Eq. 30-5 /W Eq. 30-6 W Eq. 30-7/VV B C Location: I. Table 16-K R, Table 16-N; 16-R Height, uppermost T, Section 1630.2.2 Z, Table 16-1 Cvl/'(RT) 2,5Cal/(R)(Limitcneq. 304) 0.11Cal 0.82Nvl/{R) Controlling coefficient Basic Wind speed, exposure: Table 16-F 70 mph Wind stagnation pressure BO mph 90 mph 100 mph Calculation: Allowables, bearing: 24 {2x=32| 1,000paf Lateral:n/a (24 = square size in inches of single reaction, 32 = scuaie size for double reaction) Lateral Design & Analysis rev 2.2 Type: <=2km 1.5 1.3 1 <=2 km 2 1.6 1 Typical 1 5.5 20 0.189 0.4 0.701 0200 0.048 0.066 0.200 70 mph, exp. 126 16.4 208 25.6 Height 15 25 30 40 B 5km 1.2 1 1 5km 1.6 1.2 1 C Table 16-F Ce.T. 16-G 1.06 1.13 1.23 1.31 Distance: >= 10km 1 1 . 1 10km 1.2 1 1 6.5 km >• 15 km 1 1 1 I Map Page: Na: Nv: 0.440 0.020 0.730 0-36 1.000 1.140 Ca, T. 16-Q Ct, 1630.2.2 Cv. 16-R Wind Load determination, ver 1.5| Height 15 25 30 40 CqT. 16-H 1.3 1.3 1.3 1.3 D 1.39 1.45 1.54 1.62 qsT. 16-F 12.6 12.6 126 12.6 C 1.06 1.13 1.23 1.31 Iw T. 16-K 1 1 1 1 B 0.62 0.67 0.76 0.84 Wind Pres. 17.36 18.51 20.15 21.46 Ai!eriBainesQPrawb3 1of2 11-Apr 04-.36PM | Reference: Resisting vertical weight, with and without snow Location Bearing, existing Tributary roof span 17.0 floor span 0 Wall loading 56 RDL 15 CDL 7 FDL 10 Snow @ 75% 0 Total w/o snow 430 " with snow 430 Factored total w/o snow 387 " with snow 387 Calc segment: Various joists, girders, beams, etc Reference: R1 B1 Plan sheet* N/a N/a Location: Rafter Ridge Span: 15.0 16.0 Spaced/Trib: 2.0 15.0 #ofPlys / / Load types: Roof Roof Uniform, total: 38 38 Dead/total: 58% 58% Point load: 0 0 P.L. station: 7.50 8.00 Index* 4 318 Member 2rWDFL#2 5.125x15 G/b Defl. criteria: 240 240 Detl., allowable: 0.75 0.80 Deflection: 0.57 0.38 LDF: 1.25 1.25 Distr.load: 76 570 Footing: 12(2x=16) 28(2x=40) End reaction: 570 4,560 FB 875 2,400 FV 95 165 RMF 1.15 1 ldf*rmf*cf*f-l: 1.58 1.25 FB'/Fb 1.11 2.56 FV'/Fv 2.16 2.76 D/d 1.32 2.13 B 0.6 1.4 (R)~1200 ft B2 N/a Ridge support 18.0 20.0 / Roof, B1 38 58% 4,560 11.00 2004 Prenn-3.5xia/2.1EI. 240 0.90 0.78 1.25 760 40(2x=56) 9,627 3,000 270 1 1.19 1.15 1.67 1.15 4.4 Adjustment factor: 90% Revised 29 April, 2000 15:16 1 Bearing, addition 8.0 0 • 56 15 7 10 0 232 232 209 209 H1 N/a B1 support 6.0 ' 5.0 / Roof, B1 38 58% 4,560 3.00 302 3.125x9 Gib 240 0.30 0.14 1.25 190 24(2x=32) 2,850 2,400 165 1 1.25 1.37 1.43 2.21 1.5 ' (R)~500 ft Point & Uniform Load A & D, LS001 Rev. 5.3 H2 N/a Typ. headers @ new 6.0 5.0 / Roof 38 58% 0 3.00 7 4x6DFL#2 240 0.30 0.07 1.25 190 12 (2x=16) 570 875 95 1 1.63 2.39 3.17 4.11 0.3 AllenBainesQPro.wbS 2 of 2 11-Apr 04:36 PM LOF1 LOF2 LOF3 LOF4 LATERAL ANALYSIS SCHEMATIC [ ][ Edward'W. Marshall. P.E. C38462 [- ] 2044 .Wildhoree Larie, Big Bear City CA 92314-9024 3CO.j37.7D83 * 9D9.S84.1190 * Fax 877.639.8375;he Beard far Professional Engineers anc! Land Surveyors Allen'Baines Add lion U75 Chestnut, Carlsbad, CA revised 2002.04.11 08:58 >1 "j^'jiltPf?reject: Alleu*Baines SFD addition Section 0 Ml Edward W. Marshall, P.E. 2002.Apr. 11 10:05 L J 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 2001 E W Marshall 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board For Professional Engineers and Land Surveyors Lateral Design Segment Table of Contents: SECTION DESCRIPTION 1 Shear panel & holddown summary. 2 Diaphragm, reliability factor, & line of force details. 3 Shear panel detail, wind & EQ forces. 4 Input data file. 5 Shear schedule, tie dovm reference tables. VM- J L'fJProject: Allen*Baines SFD addition L JL Edward W. Marshall,. F.E. L J 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) - 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Section 1 2002.Apr.11 10:05 2001 E W Marshall Shear Panel & HD Summary Length ID Lvl Gross Net 0 0 0 0 0 0 4.0 9.5 4.0 9.5 16.0 16.0 4.0 4.0 4.0 4.0 16.0 16.0 EQ/ Wind Wind Wind Wind Wind Wind Wind Max Max Shear A.B./ [Hold V Uplift Sched. Mudsill AB Down Options] ST min ST max Straps 1,373 3,262 3,385 694 694 3,385 Corner Tiedovvn Combinations COMBOS ID A B Uplift 1,973 B 48/2x HTT16' STHD8 STHD8 MSTC40 908 B 48/2x HTT16' LSTHD8 LSTHD8 LSTA36 21 A 60/2x - - 1,269 A 60/2x HTT16' LSTHD8 LSTHD8 MSTC40 1,269 A 60/2x HTT161 LSTHD8 LSTHD8 MSTC40 21 A 60/2x --- [Hold Down Options] AB ST min ST max Straps A B 3 5 4 6 1,269 1.269 HTT16 HTT16 LSTHD8 LSTHD8 LSTHD8 LSTHD8 MSTC40 MSTC40 Section 1 notes: 1. Tiedown allowables based on 2x4 walls. 2. HTT16 is an HTT16 installed on a 2x stuci. 3. ST min is for ST straps installed within 1/2" of corner. 4. ST max requires 2 x le minimum From corner. 24" maximum. 5. Simpson Strongwall panel per PFC-5485. 6. Tiedown corner combinations calculated by SRSS method. 7. ID prefix key: None Shear panel, typical. "-" Panel not included in calculations. "s/+" Steel or concrete element. LRFD adjusted. Design calculations for element included in main body of structural calculations. 8. ID suffix: "+" Shear transfer strap detail required at adjacent opening. L'J'L" J1;' J-Project: Allen*Baines SFD addition Section 2 I j[ Edward W. Marshall, P.E. 2002.Apr.11 10:05 1 J 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 2001 E W Marshall 800.337^7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Diaphragm Detail Length Wind Exposure OA Gross LOF Sums ID-Story N/S E/W N/S E/W Area Weight N/S E/W A 0 34.0 40.0 11.0 9.0 1.360 27,200 0 50 B " 0 16.0 30.0 10.0 13.0 480 9,600 100 100 Reliability Factor Detail (Story Shear)(Max Unit Shear)(Shear Ratio) Story N/S E/W N/S E/W N/S E/W 0 384 928 60 192 1.562 2.067 Reliability factors, N/S = 1.500 E/W = 1.500 (See notes below) Line of Force Detail Alignment Net Panel ID 1 2 3 4 Story 0 0 0 0 Accel 20.0% 20.0% 20.0% 20 .. 0% N/S 0% 0% 100% 100% E/W 100% 100% 0% 0% Avail 13.5 8.0 16.0 16.0 Shear Wind 4,635 1,389 3,385 3.385 Raw Shear EQ 3.680 960 960 960 ASD Shear EQ 2,629 686 686 686 Rho Shear Rho 1.500 1.500 1.500 1.500 3 L 1 I EQ ,943 ,029 ,029 ,029 Seerion 2 notes: 1. Reliabilility/Redundacy factor calculated per 1997 UBC Section 1630. See formula (30-3), Sec 1630.1.1. Refer to Sec. 1628 for notations. 2. ASD Shear factor = 1/1.4 per Sec. 1612.3.1. 3. Total EQ panel shear on a single line of force equals Rho-Shear-EQ value. •hJiU'J-lji'JProject: Allen*Baines SFD addition I 'jl, Edward W. Marshall,^P'.E. [ j 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Shear panel Detail. Wind Section 3 2002.Apr.11 10:05 2001 E W Marshall Length ID Gross- Net 1 4.0 2 9.5 3 16.0 4 4.0 5 4.0 6 16.0 4.0 9.5 16.0 4.0 4.0 16.0 Level LOF 0 0 0 0 0 0 Shear panel Derail , 1 4.0 2 9.5 3 16.0 4 4.0 5 4.0 6 16.0 4.0 9.5 16.0 4.0 4.0 16.0 0 0 0 0 0 0 1 1 4 2 2 3 Pier Hgt. 8.0 8.0 8.0 8.0 3.0 8.0 Unit V 343 343 212 174 174 212 Vert . plf 387 387 209 60 60 209 OT 10.987 26 , 094 27,082 5,555 5,555 27,082 RJ1 3,096 17,463 26,752 480 480 26.752 Net OT 7,891 8,631 330 5.075 5,075 330 Solo Composite Uplift Uplift 1,973 908 21 1,269 1,269 21 1,973 908 21 1,269 1,269 21 Earthquake 1 1 4 2 2 3 8.0 8.0 8.0 8.0 8.0 8.0 292 292 64 129 129 64 387 387 209 60 50 209 9,346 22,197 8,229 4,114 4,114 8,229 3,096 17,463 26,752 480 480 26,752 6,250 4.733 -18,523 3,634 3.634 -18,523 1,563 498 -1,158 909 909 -1, 158 1,563 498 -1,158 909 909 -1,158 [ ][ ][ ]Project: Allen*Baines SFD addition Section 5 [ ][ Edward W. Marshall, P.E. 2002.Apr.11 10:05 [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 2001 E W Marshall 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Shear Schedule, Tie Down Table revised 2002.04.01 21:52 Allowable Shear for Wind or Seismic Forces, Structural I Panels, Table 23-II-I-1 Values, 1997 UBC (notes 1, 2, 3) Shear Framing 15/32" APA member Panel Shear Callout A B C 0 E F D-D 1 E-E 1 F-F 1 Vmax 280 350 430 550 730 870 ,100 ,460 ,740 Struct. I thickness Sheathing (note 8d*-6"o.c. 8d*-4"o.c. 8d*-4"o.c.(8) 8d*-3"o.c.(8) 8d*-2"o.c.(8) 10d-2"o.c.(8) 8d*-3"o.c.(8) 8d*-2"o.c.(8) 10d-2"o.c.(8) 2,4) 2x 2x 3x 3x 3x 3x 3x 3x 3x [---REQUIRED SPACING, INCHES---] 5/8" Sill A.B.LTP4 (note 5) (note 6) 60 48 36 32 24 18 16 (8) 12 (8) 9 (8) 18 16 12 9 7 6 4 --(9) --(9) LS50 Nailing (note 7) 48 48 24 16 10 8 8 --(9) --(9) 16d 8 5 5 4 3 3 4 (10) 3 (10) 3 (10) Use 10d nails when nailing through fire wall (when required). NOTES: 1. Panel edges blocked, 16" stud spacing, common, not sinker, nails or gal- vanized box nails. See table for minimum member thickness at panel edges. 2. 5/8" T1-11 nailed through 5/8" section may be used. 3x members at joints. 3. 12" o.c. spacing in field, typical all callouts. 4. Foundation sill plates & all framing members receiving edge nailing from abutting panels. Common sill plates, with a single panel, 2x member O.K. 5. 2 x 2 x 3/16 plate washers are required at all anchor bolts. 6. Rim to plate connection, as required. 7. Eave block to plate. (1) H1 seismic tie required at each truss/rafter. 8. Staggered. 9. See plan for specific detail. 10. (2) rows at table spacing. Double blocking/double rim. Allow. Tension, Simpson StrongTie Holddowns, Straps, Catalog 02002(11,12,13,14) === 2x4 nominal dimension walls === Anchor Threaded T max Holdown Stud Bolt CL SO Rod T max Strap Stud 2,416 HTT16'(15) 2x4 SSTB24 1-3/8 1/2 (16) 5/8 1,000 LSTA36 2x 2,609 HTT16 3x4 SSTB24 1-3/8 1/2 (16) 5/8 2,145 MSTC40 4x 5,190 HTT22 3x4 SSTB24 1-3/8 1/2 (16) 5/8 3,375 MSTC52 4x 9,368 HDQ8 4x4 SSTBL28 1-1/4 23/8 7/8 5,035 MSTC66 4x 11,080 HD14a (17) 6x4 1 X 42 2-3/16 5/8 1 5,855 MSTC78 4x NOTES: 11. See Simpson StrongTie Catalog for manufacturer's written instructions. 12. Washers are required under stud bolt nuts. 13. SO = Min. plate standoff height, CL = Stud face to bolt centerline. 14. 4x6 & 6x6 studs shall be DFL #2 or Construction grade or better. 15. 16d sinkers assumed. 16. Estimated. 17. Use threaded rod with two nuts and a washer embedded 36" minimum. 1 i :•• Reference: Resisting vertical weight ivitn and without snow . • .- Location Bearing, existing Tributary roof span 1 7.0 ' floor span 0 Wall loading 56 RDL 15 CDL 7 FDL 10 Snow @ 75% 0 ' • Total w/o snow 430 " with snow 430 Factored total w/o snow 387 " " with snow 387 Calc cegment: Various joists, girdars, beams, etc Rsfarence: R1 B1 PlanshseW; IM/a IM/a Location: Rater Ridge Span: 15.0 18.0 SpacadiTrtb: 2.0 15.0 #ofPlys / / Loadtypas: Roof Roof Uniform, total: 38 38 DsadAotal: 58% 58% Point load: 0 0 P. L. station: 7.50 8.00 Index # 4 318 Member 2rt6DFU>2 5,12Ml5£/b Del criteria: 240 240 Dad, allowable: 0.75 0.30 Deflection: 3.57 0.38 LDF: 1.25 1.25 Distr. load: 76 570 Footing: 12(2x»16) 28(2xMO! End'reaciion: 570 4,580 £B 875 2,400 FV 95 165 RMF 1.15 1 IdfrmfVf.i: 1.58 1.25 FBVFb 1.11 2.58 FV/Fv 2.16 2.7S Old 1.32 2.13 B 0.5 1.4 — (Rj-1200 tt B2 IM/a Ridge support 18.0 20.0 / Roof, 61 38 58% 4,550 11.00 2004 r>fan»3.Sx18/3.1ei. 240 0.90 0.78 1.25 760 40 (2x°56j 9,627 3,000 27C 1 1.19 1.15 1.67 1.15 4.4 Adjustment factor 90% Revised 29 Apr'!. 2000 15:16 1 Bearing, addition 8.0 0 56 15 7 10 C 232 232 209 209 HI M'a B1 support 6.0 5.0 1 Roof. 61 38 58% 4,560 3.00 302 '.MiixOG/k 240 0.30 0.14 1.25 190 24(2x^32) 2,850 2,400 165 i 1.25 1.37 1.43 2.21 1.5 (R)-SOO ft Point & Uniform Load A 4 D, L3001 Rev. 5.3 H2 IM/a Typ. headers @ new 8.0 5.0 1 Roof 38 58% C 3.00 7 4r6DFLia 240 0.30 0.07 1.25 190 12{2*=16) 570 875 95 1 1.63 2.39 3.17 4.11 C.3 AllGnBainesGPro.wbS 2 of 2 11-Apr 04:36 PM Fault: Rose Canyon Type: "B" Distance: 6.5 km Map page #: O-36 Na:1.00 Nv: 1.14 Soil Profile: "D" ;r Edward VV. MarshalL.'P.E. C38462 ] 2044 Wildhorse Lane. 'Big Bear City CA 92314-9024 800.337.7033 * 909.584.1190 * Fax 877.639.6375 >ycenscd cy tne Board for Professional Engineers and Land Surveyors Allen*Baines Addition 1475 Chestnut, Carlsbad, CA revised 2002.04.11 08:58 ' l'j!h Jl^JPrqject: Allen'Baines SFD addition Section 5 . L-J-L Edward W. Marshall, P.E. 2002.Apr. 11 10:05 [ J 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 2001 E W Marshall 800'.'337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board For Professional Engineers and Land Surveyors Shear Schedule, Tie Down Table revised 2002.04.01 21:52 Allowable Shear for Wind or Seismic Forces, Structural I Panels, Table 23-II-I-L Values, 1997 UBC (notes 1, 2, 3) Framing [---REQUIRED SPACING, INCHES---] Shear 15/32" APA member 5/8" Sill Panel Shear Struct. I thickness A.B. LTP4 LS50 Nailing Callout Vnax Sheathing (note 2,4)(note 5)(note 6)(note 7) I6d A B C D E F D-D E-E F-F 280 350 430 550 730 870 1.100 1,460 1 , 740 8d*-6 8d*-4 8d*-4 8d*-3 8d*-2 lOd-2 8d*-3 8d*-2 10d-2 "o .c "a .c "o . c "o .c "o .c "o .c "a.c "o.c "o .c .(8) .(8) .(8) .(8) .(8) .(8) .(8) 2x 2x 3x 3x 3x 3x 3x 3x 3x 60 48 36 32 24 18 16 12 9 (8) (8) (8) 18 16 12 9 7 6 4 -f9) --C9) 48 48 24 16 10 8 8 --C9) --C9) 8 5 5 4 3 3 4 3 3 (10) (10) (10) * Use lOd nails when nailing through Fire wall (when required). NOTES: 1. Panel edges blocked, 16" stud spacing, common, not sinker, nails or gal- vanized box nails. See table for minimum member thickness at panel edges. 2. 5/8" Tl-11 nailed through 5/8" section may be used. 3x members at joints. 3. 12" o.c. spacing in field, typical all callouts. 4. Foundation sill plates & all framing members receiving edge nailing from abutting panels. Common sill plates, with a single panel, 2x member O.K. 5. 2 x 2 x 3/16 plate washers are required ar all anchor bolts. 6. Rim to plate connection, as required. 7. Eave block to plate. (1) HI seismic tie required at each truss/rafter. 8. Staggered. 9. See plan for specific detail. 10. (2) rows at: table spacing. Double blocking/double rim. Allow. Tension, Simpson StrongTie Holddowns, Straps, Catalog C2002(11,12,13,14) == 2x4 nominal dimension walls .-== Anchor Threaded T max Holdown Stud Bolt CL SO Rod T max Strap Stud 2,416 2,609 5.190 9,368 11,080 HTT16 HTT16 HTT22 HDQ8 HD14a '(15) (17) 2x4 3x4 3x4 4x4 6x4 SSTB24 SSTB24 SSTB24 SSTBL28 1 x 42 1-3/8 1-3/8 1-3/8 1-1/4 2-3/16 1/2 1/2 1/2 2 3/8 3/8 (16) (16) (16) 5/8 5/8 5/8 7/8 1 1,000 2,145 3,375 5,035 5,855 LSTA36 MSTC40 MSTC52 MSTC66 MSTC78 2x 4x 4x 4x 4x NOTES: 11. See Simpson StrongTie Catalog for manufacturer's written instructions. 12. Washers are required under stud bolt nuts. 13. SO = M-in:;.%late standoff height, CL = Stud face to bolt cenrerline. 14. 4x6 & 6xd studs shall be DFL #2 or Construction grade or better. 15. 16d sinkers assumed. 16. Estimated. 17. Use threaded rod with two nuts and a washer embedded 36" minimum. [ ][ Edward W. Marshall, P.E. C38462 [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 800.337.7083 * 909.584.1190 * Fax 877.639.8375 Licensed by the Board for Professional Engineers and Land Surveyors Client: Allen*Baines Project Type: Addition to SFD Project Address: 1475 Chestnut AV, Carlsbad revised 2002.04.11 16:31 f*s Contents: 1) General structural design & analysis 2) Near-Source Fault Map 3) Lateral analysis schematic(s) 4) Lateral analysis 5) Title 24 Energy Compliance Documentation Structural Calculations[ II II 1 [ ]'[ Edward W. Marshall, P.E. [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 800.337.7083 * 909.584.1190 * FAX 877.639.8375 Loads Evaluate controlling load duration factor: Case II controls Case I 24.4 (CDL+RDL) * (1/.9) Case I SFD addition Project 1475 Chestnut AV, Carlsbad Situs Allen'Baines Owner Samuel B. Wright Designer Balcony 60 FDL 10 FLL 40 Floor 50 RDL 15 CDL 7 Wall 56 RLL 16 Roof 38 30.4 (CDL+RDL+RLL)*(1/1.25) Abbreviations Soil B Beam Bed Bedroom C Ceiling D Dormer Fam Family room Prem+ : Premium strength GLB Report: None. Footing callout in beams example: F Floor H Header Hip Hip rafter Kit Kitchen Liv Living room Mbath Master bath Master Master BR R Rafter Ridge Ridge beam Rstc Rustic Sel Select UB Unbalanced U Uniform V Valley by Williamette Industries, Inc., "Premier Plus 2.1 E IJC" Allowables, bearing: 1 ,000 psf Lateral: n/a 24 (2x=32) (24 = square size in inches of single reaction, 32 = square size for double reaction) Location: Entire residence Lateral Design & Analysis rev 2.2 Table Table Eq. Eq. Eq. Eq. I Fault Rose Canyon Type: B Source Type <= 2 km 5 km 16-S(Na) A 1.5 1.2 B 1.3 1 C 1 1 Source Type <= 2 km 5 km 16-T(Nv) A 2 1.6 B 1.6 1.2 C 1 1 Location: Typical I. Table 16-K 1 R, Table 16-N, 16-R 5.5 Height, uppermost 20 T, Section 1630.2.2 0.189 | | Z, Table 16-1 0.4 . 30-4/W Cvl/(RT) 0.701 30-5/W 2.5 Cal/(R) (Limit on eq. 30-4) 0.200 30-6/W 0.11Cal 0.048 30-7/W 0.8ZNvl/(R) 0.066 Controlling coefficient 0.200 Basic Wind speed, exposure: 70 mph, exp. C Table 16-F 70 mph 12.6 Table 16-F Wind stagnation pressure 80 mph 16.4 90 mph 20.8 100 mph 25.6 Distance: >= 10 km 1 1 1 10km 1.2 1 1 I Height 15 25 30 40 6.5 km Map Page: O-36 | Na: 1.000 | >=15km | Nv: 1.140 | 1 0.440 Ca, T. 16-Q 1 0.020 Ct, 1630.2.2 1 0.730 Cv, 16-R I Wind Load determination, ver 1.5| D C B 1.39 1.06 0.62 1.45 1.13 0.67 1.54 1.23 0.76 1.62 1.31 0.84 Calculation:Height Ce, T. 16-G CqT. 16-H qsT. 16-F IwT. 16-K Wind Pres. 15 25 30 40 1.06 1.13 1.23 1.31 1.3 1.3 1.3 1.3 12.6 12.6 12.6 12.6 1 17.36 1 18.51 1 20.15 1 21.46 AllenBainesQPro.wbS of2 11-Apr 04:36 PM Fault: Rose Canyon Type: "B" Distance: 6.5 km Map page #: O-36 Na:1.00 Nv:1.14 Soil Profile: "D" [ ][ Edward W. Marshall, P.E. C38462 [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 800.337.7083 * 909.584.1190 * Fax 877.639.8375 ^Licensed by the Board for Professional Engineers and Land Surveyors Allen'Baines Addition 1475 Chestnut, Carlsbad, CA revised 2002.04.11 08:58 LOF1 LOF2 LOF3 LOF4 LATERAL ANALYSIS SCHEMATIC [ ][ Edward W. Marshall, P.E. C38462 [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 800.337.7083 * 909.584.1190 * Fax 877.639.8375 \Ljcensed by the Board for Professional Engineers and Land Surveyors AllerfBaines Addition 1475 Chestnut, Carlsbad, CA revised 2002.04.11 08:58 [ ][ ][ JProject: Allen*Baines SFD addition Section 0 [ ][ Edward W. Marshall, P.E. 2002.Apr.11 10:05 [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 2001 E W Marshall 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Lateral Design Segment Table of Contents: SECTION DESCRIPTION 1 Shear panel & holddown summary. 2 Diaphragm, reliability factor, & line of force details. 3 Shear panel detail, wind & EQ forces. 4 Input data file. 5 Shear schedule, tie down reference tables. [ ][ ][ JProject: Allen*Baines SFD addition [ ][ Edward W. Marshall, P.E. [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 Section 1 2002.Apr.11 10:05 (c) 2001 E W Marshall 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Shear Panel & HD Summary Length Ed/ ID Lvl Gross Net Wind Max Max Shear A.B./ [Hold Down Options] V Uplift Sched. Mudsill AB ST min ST max Straps 1 0 2 3 4 5 6 4.0 4.0 9.5 9.5 16.0 16.0 4.0 4.0 4.0 4.0 16.0 16.0 Wind Wind Wind Wind Wind Wind 1,373 3,262 3,385 694 694 3,385 1,973 908 21 1,269 1,269 21 B 4 B 4 A 6 A 6 A 6 A 6 48/2x HTT161 STHD8 STHD8 MSTC40 48/2x HTT161 LSTHD8 LSTHD8 LSTA36 60/2X 60/2X HTT161 LSTHD8 LSTHD8 MSTC40 60/2X HTT161 LSTHD8 LSTHD8 MSTC40 60/2X Corner Tiedown Combinations ID COMBOS A B Uplift [Hold Down Options] AB ST min ST max Straps A B 3 5 1,269 HTT161 LSTHD8 LSTHD8 MSTC40 1,269 HTT161 LSTHD8 LSTHD8 MSTC40 Section 1 notes: 1. Tiedown allowables based on 2x4 walls. 2. HTT16' is an HTT16 installed on a 2x stud. 3. ST min is for ST straps installed within 1/2" of corner. 4. ST max requires 2 x le minimum from corner. 24" maximum. 5. Simpson Strongwall panel per PFC-5485. 6. Tiedown corner combinations calculated by SRSS method. 7. ID prefix key: None Shear panel, typical. Panel not included in calculations. "s/ + " Steel or concrete element. LRFD adjusted. Design calculations for element included in main body of structural calculations. 8. ID suffix: "+" Shear transfer strap detail required at adjacent opening. [ ][ ][ JProject: Allen*Baines SFD addition Section 3 [ ][ Edward W. Marshall, P.E. 2002. Apr. 11 10:05 [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 2001 E W Marshall 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Shear panel Detail, Wind Length ID Gross 1 4.0 2 9.5 3 16.0 4 4.0 5 4.0 6 16.0 Net 4.0 9.5 16.0 4.0 4.0 16.0 Level 0 0 0 0 0 0 Shear panel Detail, 1 4.0 2 9.5 3 16.0 4 4.0 5 4.0 6 16.0 4.0 9.5 16.0 4.0 4.0 16.0 0 0 0 0 0 0 Pier LOF Hgt. 1 8.0 1 8.0 4 8.0 2 8.0 2 8.0 3 8.0 Earthquake 1 8.0 1 8.0 4 8.0 2 8.0 2 8.0 3 8.0 Unit V 343 343 212 174 174 212 292 292 64 129 129 64 Vert. plf 387 387 209 60 60 209 387 387 209 60 60 209 OT 10,987 26,094 27,082 5,555 5,555 27,082 9,346 22,197 8,229 4,114 4,114 8,229 RM 3,096 17,463 26,752 480 480 26,752 3,096 17,463 26,752 480 480 26,752 7, 8, 5, 5, 6, 4, -18, 3, 3, -18, Net OT 891 631 330 075 075 330 250 733 523 634 634 523 i Solo Composite Uplift 1,973 908 21 1,269 1,269 21 1,563 498 -1,158 909 909 -1,158 Uplift 1,973 908 21 1,269 1,269 21 1,563 498 -1,158 909 909 -1,158 [ ][ ][ ]Project: Allen*Baines SFD addition Section 5 [ ][ Edward W. Marshall, P.E. 2002.Apr.11 10:05 [ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024 (c) 2001 E W Marshall 800.337.7083 * 909.584.1190 * Fax 877.639.8375 (toll free) Licensed by the Board for Professional Engineers and Land Surveyors Shear Schedule, Tie Down Table revised 2002.04.01 21:52 Allowable Shear for Wind or Seismic Forces, Structural I Panels, Table 23-II-I-1 Values, 1997 UBC (notes 1, 2, 3) Framing [---REQUIRED SPACING, INCHES---] Shear 15/32" APA member 5/8" Sill Panel Shear Struct. I thickness A.B. LTP4 LS50 Nailing Callout Vmax Sheathing (note 2,4)(note 5)(note 6)(note 7) 16d A 280 8d*-6"o.c. 2x 60 18 48 8 B 350 8d*-4"o.C. 2x 48 16 48 5 C 430 8d*-4"o.C.(8) 3x 36 12 24 5 D 550 8d*-3"o.c.(8) 3x 32 9 16 4 E 730 8d*-2"o.C.(8) 3x 24 7 10 3 F 870 10d-2"o.c.(8) 3x 18 6 83 D-D 1,100 8d*-3"o.c.(8) 3x 16 (8) 4 8 4 (10) E-E 1,460 8d*-2"o.c.(8) 3x 12 (8) --(9) --(9) 3 (10) F-F 1,740 10d-2"O.C.(8) 3x 9 (8) --(9) --(9) 3 (10) * Use 10d nails when nailing through fire wall (when required). NOTES: 1. Panel edges blocked, 16" stud spacing, common, not sinker, nails or gal- vanized box nails. See table for minimum member thickness at panel edges. 2. 5/8" T1-11 nailed through 5/8" section may be used. 3x members at joints. 3. 12" o.c. spacing in field, typical all callouts. 4. Foundation sill plates & all framing members receiving edge nailing from abutting panels. Common sill plates, with a single panel, 2x member O.K. 5. 2 x 2 x 3/16 plate washers are required at all anchor bolts. 6. Rim to plate connection, as required. 7. Eave block to plate. (1) H1 seismic tie required at each truss/rafter. 8. Staggered. 9. See plan for specific detail. 10. (2) rows at table spacing. Double blocking/double rim. Allow. Tension, Simpson StrongTie Holddowns, Straps, Catalog 02002(11,12,13,14) === 2x4 nominal dimension walls === Anchor Threaded T max Holdown Stud Bolt CL SO Rod T max Strap Stud 2,416 2,609 5,190 9,368 11,080 HTT16 HTT16 HTT22 HDQ8 HD14a '(15) (17) 2x4 3x4 3x4 4x4 6x4 SSTB24 SSTB24 SSTB24 SSTBL28 1 X 42 1-3/8 1-3/8 1-3/8 1-1/4 2-3/16 1/2 1/2 1/2 2 3/8 5/8 (16) (16) (16) 5/8 5/8 5/8 7/8 1 1,000 2,145 3,375 5,035 5,855 LSTA36 MSTC40 MSTC52 MSTC66 MSTC78 2X 4X 4x 4x 4X NOTES: 11. See Simpson StrongTie Catalog for manufacturer's written instructions. 12. Washers are required under stud bolt nuts. 13. SO = Min. plate standoff height, CL = Stud face to bolt centerline. 14. 4x6 & 6x6 studs shall be DFL #2 or Construction grade or better. 15. 16d sinkers assumed. 16. Estimated. 17. Use threaded rod with two nuts and a washer embedded 36" minimum. -V TITLE 24 REPORT Title 24 Report for: AllerVBaines ! 1475 Chestnut | Carlsbad, CA 92008 Project Designer: Samuei B. Wright 1287 BUENA VISTA WY CARLSBAD, CA 92008-1534 760.720.7631 Report Prepared By: E. W. Marshall, P.E. Edward W. Marshall, P.E. | 2044 Wild horse Lane I ! Big Bear City, CA 92314-9024 ! I 909.584.1190 l Job Number: 020410 Date: 4/10/02 ji . ! The tnergyPro 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 Nonresldemlal 2001 Building Energy Efficiency Standards. i This program developed by Gabel Dodd/EnergySoft, LLC (415) 383-5900. Enersvrra 3.1 By Energy-Sot) Job Number: 020410 User Number: 5437 jcwQj CDO i- cr £ z••S t ft < 5 5K. 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