Loading...
HomeMy WebLinkAbout2411 BUENA VISTA CIR; ; CB044095; Permit01-31-2005 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Applicant: SAM WRIGHT 213-1460 I City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No: CB044095 Building Inspection Request Line (760) 602-2725 2411 BUENA VISTA CR CBAD RESDNTL Sub Type: 2DU 1552210400 Lot#: 0 $58,696.00 Construction Type: VN Reference #: 1 Structure Type: MF2-4 1 Bathrooms: 1 DEYOUNG RES-638 SF 2ND DWELLIN Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 11/08/2004 RMA 01/31/2005 01/31/2005 Owner: DEYOUNG JOHN 2411 BUENA VISTA CIR CARLSBAD CA 92008 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 Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Total Fees: $4,385.10 $388.71 $0.00 $252.66 $0.00 $0.00 $5.87 $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 Total Payments To Date: 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 Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $252.66 Balance Due: $0.00 $0.00 $0.00 $0.00 $1 ,068.27 $986.09 $0.00 $0.00 $284.82 $321.18 $0.00 $91.00 $22.50 $37.00 $0.00 $0.00 $0.00 $0.00 $927.00 $0.00 $4,385.10 W W02 01 02 QS5R2.44 41 tiUlMJIINU fLAJNS .IN STORAGE .ATTACHED Inspector: FINAL APPROVAL Date: *3~{1 Clearance: NOTICE: Please take NOTICE thai 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 VQU have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired, PERMIT APPLICCITY OF CARLSBAD BUILDING DEPARTMENT1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLYPLAN CHECK NO.EST. VAL.Plan Ck. DepositValidated BDateAddress (include Bldg/Suite ft)\^<» T 4.Business Name (at this address)Legal Description Lot No.Subdivision Name/Number Unit No.Phase Total # of units;Assessor's Parcel #Description of Work'Sfef HCQNlTACT PERSON (»idttfalen* *rbm applicant) .v Existing Use Proposed UseSQ. FT.#of Stories # of Bedrooms # of Bathrooms 3. :', ^APPLICANT 0 Contractor Q Agent for Contractor Q Owner Address City State/Zip Telephone Name * Address City State/Zip Telephone •8M: TCONfRACTOR;- 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 any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]). Name Address State License # License Class Designer Name Address State License # City State/Zip Telephone # City Business License # City State/Zip Telephone 6. WORKERS'COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D 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 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q 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 I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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 jwithin 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). 63"^ 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: t. [S^YESI personally plan to provide the major labor and materials for construction of the proposed property improvement. LH YES C]NO 2. 1 (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 " workl:hav following persons to provide the work indicated (include name / address / phone number / type PROPERTY OWNER SIGNATURE Is the applicant or future building oc/upant required to submit a business/plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25933 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Q YES Q NO s/ Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 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. t.> 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 NAMELENDER'S ADDRESS^ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. 1 hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE,^H«KMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY Wgf&ffOCRHE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavatiopR over SW^deep/^nd demwitionjw construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the bLjjtfflng Offioiy undep^he provisions o/this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenca^ithin 18jrd/ys fp«fn the date of sunn permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commence?^; a period^ /sprays (SactjopO 00/f 1 Uniton-il Building Code). >O&- I. *S / IJJ /\ APPLICANT'S SIGNATURE /HITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 03/06/2006 Permit# CB044095 Title: DEYOUNG RES-638 SF 2ND DWELLIN Description: Type: RESDNTL Sub Type: 2DU Job Address: 2411 BUENA VISTA CR Suite: Lot 0 Location: APPLICANT SAM WRIGHT Owner: DEYOUNG JOHN Remarks: AM 8-9 Inspector Assignment: JM Phone Inspecto, Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: JOHN Entered By: JANEAN Act Comment Comments/Notices/Hold Date 08/12/2005 08/12/2005 08/05/2005 08/03/2005 08/02/2005 07/29/2005 07/28/2005 07/28/2005 07/25/2005 07/22/2005 07/22/2005 07/21/2005 07/21/2005 Associated PCRs/CVs Original PC# CV000041 CLOSED ILLEGAL CONSTRUCTION; Inspection History Description 17 Interic 18 Exteri 16 Insulation 14 Frame/Sti 14 Frame/Sti 84 Rough Cc 14 Frame/St( 18 Exterior L 13 Shear Pai 13 Shear Pai 15 Roof/Reroof Act ath/Drywall AP -ath/Drywall AP i AP teel/Bolting/Welding AP teel/Bolting/Welding CO ombo CO teel/Bolting/Welding NR _ath/Drywall WC anels/HD's AP anels/HD's CO •oof WC sund/Under Floor WC 'ater Service WC Insp JM JM JM JM JM TP TP TP PY JM JM JM JM Comments NEED AIR TEST OK TO INSULATE LIST NOT COMPLETE TOP OUT NOTICE ATTCH. NOT COMP. MISSING SHEAR NEXT TO WATER HEATER ENCLOSURE City of Carlsbad Bldg Inspection Request For: 07/29/2005 Permittf CB044095 Title: DEYOUNG RES-638 SF 2ND DWELLIN Description: Type: RESDNTL Sub Type: 2DU Job Address: 2411 BUENA VISTA CR Suite: Lot 0 Location: APPLICANT SAM WRIGHT Owner: DEYOUNG JOHN Remarks: Total Time: Inspector Assignment: JM Phone: 7608075743 Inspector: •* Requested By: JOHN Entered By: CHRISTINE CD Description 18 Exterior Lath/Dry wall 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Act Comment Associated PCRs/CVs CV000041 CLOSED ILLEGAL CONSTRUCTION; Inspection History Date 07/25/2005 07/22/2005 07/22/2005 07/21/2005 07/21/2005 07/21/2005 05/26/2005 05/26/2005 05/09/2005 05/09/2005 05/06/2005 04/21/2005 04/15/2005 04/13/2005 Description 13 13 15 21 22 23 13 34 13 15 83 66 66 22 Shear Panels/HD's Shear Panels/HD's Roof/Reroof Underground/Under Floor Sewer/Water Service Gas/Test/Repairs Shear Panels/HD's Rough Electric Shear Panels/HD's Roof/Reroof Roof Sheathing/Ext Shear Grout Grout Sewer/Water Service Act AP CO we we we AP NR we NR AP CO AP PA AP Insp PY JM JM JM JM JM JM JM JM JM JM JM JM JM Comments MISSING SHEAR NEXT TO WATER HEATER ENCLOSURE TO2DU OK TO COVER NO APPROVED PLANS ON SITE AP ON 4/20 1 ST LIFT FIREPLACE OK TO GROUT TIE IN TO LATERAL »,.»•*• CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO. (760) 602-2700 1635 FARADAY AVENUE TIME__ ft* ttf r<*£ts/t{#. FOR INSPECTION CALL {760) 602-2725. RE-INSPECTION FEE DUE? LJ YES FORFURTBER INFORMATION, CONTACT PHONE :UILDtNG INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 04/13/2005 Permit* CB044095 Title: DEYOUNG RES-638 SF 2ND DWELLIN Description: Inspector Assignment: JM Type: RESDNTL Sub Type: 2DU Job Address: 2411 BUENA VISTA CR Suite: Lot 0 Location: APPLICANT SAM WRIGHT Owner: DEYOUNG JOHN Remarks: Phone: 7608075743 Inspector: Total Time: CD Description 22 Sewer/Water Service Af> Requested By: NA Entered By: CHRISTINE Act Comment Associated PCRs/CVs CV000041 CLOSED ILLEGAL CONSTRUCTION; Inspection History Date Description 04/07/2005 11 Ftg/Foundation/Piers 04/07/2005 12 Steel/Bond Beam 04/07/2005 34 Rough Electric 03/18/2005 21 Underground/Under Floor 03/18/2005 24 RougtVTopOUt Act Insp Comments AP TP NOTE RADIANT HEAT USED IN SLAB AP TP NEED COPY SET BACK CERT. AP TP UFFER GRN. AP JM 2DU ONLY WC JM CHAIN LINK FENCE R: \9999\T07DEYNG.DWG[ 1113]Mar-24-2005: 16: 07 EsGil Corporation In Partnership with government for Quitting Safety DATE: JANUARY 19, 2005 Q ABPL4CANT Q(JURIS/) JURISDICTION: Carlsbad Q PCANREVIEWER Q FILE PLAN CHECK NO.: 04-4095 SET: II PROJECT ADDRESS: 2411 Buena Vista PROJECT NAME: SFD for Deyoung X] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Bert Domingo Enclosures: Esgil Corporation n GA D MB D EJ D PC 1/11/05 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 EsGil Corporation In (Partnership witR government for <Buihfing Safety DATE: November 24, 2004 QAPPLICANTTTJURIS. ^> JURISDICTION: Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: O4-4095 SET: I PROJECT ADDRESS: 2411 Buena Vista PROJECT NAME: SFD for Deyoung 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. X] The applicant's copy of the check list has been sent to: Sam Wright 2911 State Street, Carlsbad, CA 92008 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: Sam Telephone #: (760) 720-7631 Date contacted: n/Ztyfof (by:^3 Fax #: 7634 Mail Telephone y Fax In Person REMARKS: V*^f - By: Bert Domingo Enclosures: Esgil Corporation D GA Q MB D EJ D PC 11/12/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 Carlsbad 04-4095 November 24, 2004 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 04-4095 JURISDICTION: Carlsbad PROJECT ADDRESS: 2411 Buena Vista FLOOR AREA: 638 SQ. FT. REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: November 24, 2004 STORIES: ONE HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/12/04 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 04-4095 November 24, 2004 • 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. 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). 3. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. • ROOFING 4. Specify on the plans the following information for the roof materials, per Section 106.3.3: Dibiten Poly? a) Manufacturer's name. b) Product name/number. c) ICBO approval number, or equal. 5. Provide skylight details to show compliance with Sections 2409 and 2603, or specify on the plans the following information for the skylight(s), per Section 106.3.3: a) Manufacturer's name. b) Model name/number. c) ICBO approval number, or equal. Carlsbad O4-4095 November 24, 2004 • FOUNDATION REQUIREMENTS 6. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. 7. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. 8. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. 9. If the soils engineer would recommend that he/she review the foundation excavations, please 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." 10. 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 (when required by the soil report). • MECHANICAL (UNIFORM MECHANICAL CODE) 11. Show the location, type and size (BTU's) of all heating and cooling appliances or systems. 12. 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. 13. Note on the plans that the FAD closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 904.1. 14. Show minimum 30" deep unobstructed working space in front of furnace. UMC Section 903. 15. Show source of combustion air to furnace, per Chapter 7, UMC. Specify the location and sizes of both of the combustion air openings. Carlsbad O4-4095 November 24, 2004 16. 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 arrestors shall be installed on all chimneys. UBC, Section 3102.3.8. • ELECTRICAL (NATIONAL ELECTRICAL CODE) 17. Note on the plans that receptacle outlet locations will comply with NEC Art. 210-52(a). 18. For a single-family dwelling unit (and for each unit of a duplex), show that at least one receptacle outlet accessible at grade level will be installed outdoors at the front and back of the dwelling. NEC Art. 210-52 (e). This receptacle must be GFCI protected. • PLUMBING (UNIFORM PLUMBING CODE) 19. 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 20. 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. 21. 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). 22. Please have the owner/designer sign the space provided for on the CF-1 R form. Carlsbad 04-4095 November 24, 2004 • CONCRETE AND MASONRY 23. Show floor and roof connections to masonry or concrete walls, per Section 1605.2.3: a) Connections shall resist 200 pounds per lineal foot or the actual design load, whichever is greater (using Allowable Stress Design; otherwise, see Section 1612). b) Where wood diaphragms laterally support concrete or masonry walls, the aspect ratio of subdiaphragms are limited to 2VzA. Section 1633,2.9.4. c) In Seismic Zones 3 and 4, the value of ap in equation 32-2 shall be 1.5, per Section 1633.2.8.1. d) In Seismic Zone 4, the value of Fp used in Section 1632.2 shall not be less than 420 plf, per Section 1633.2.8.1. e) in Seismic Zones 3 and 4, diaphragm-to-wall anchorage using embedded straps shall have the straps attached to or hooked around the reinforcing steel or otherwise terminated so as to effectively transfer forces to the reinforcing steel. Section 1605.2.3. f) In Seismic Zones 3 and 4, wood elements of the anchorage system shall have a minimum actual net thickness of 2% inches. Section 1633.2.8. g) Cross grain tension or bending in wood ledgers is not permitted in Seismic Zones 2, 3 and 4. Section 1633.2.9. • MISCELLANEOUS 24. Please submit calculations for the masonry walls from the out of plane loading. CARLSBAD SPECIAL CODE REQUIREMENTS 1. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 1000 sq. ft. in area and only one story, then a soils report is not required. Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans. Carlsbad O4-4095 November 24, 2004 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. Carlsbad O4-4095 November 24, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Bert Domingo BUILDING ADDRESS: 2411 Buena Vista PLAN CHECK NO.: 04-4095 DATE: November 24, 2004 BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: VN BUILDING PORTION Estimate Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq.Ft.) cb Valuation Multiplier By Ordinance Reg. Mod. VALUE {$) 58,696 58,696 $379.71 Plan Check Fee by Ordinance Type of Review: l~~| Repetitive FeeRepeats Complete Review D Other r-i Hourly Structural Only Hour* Esgll Plan Review Fee $246.81 $212.64 Comments: Sheet 1 of 1 macvalue.doc DATE: City of Carlsbad Public Works — Engineering BUILDING PLANCHECK CHECKLIST RLANCHECKNO.: CB Q T BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: 1 1 EST. VALUE: ENGINEERING DEPARTMENT APPROVAL DENIAL 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. G A Right-of-Way permit is required prior to construction of the following improvements: 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: /^~ /C-ENt3INEERlNG AUTHORIZATION TO ISSUE BUILDING PERMIT: t -s-Date: FOR OFFICIAL USE ONLY D D D i ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Neighborhood Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-Way Permit Application 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: CA 920O8-7314 • (76O) 602-272O • FAX (760) BUILDING PLANCHECK CHECKLIST ,ST RD3 D D D SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: 'A.North Arrow Existing & Proposed Structures Existing Street Improvements /H. E roperty Lines (show all dimensions) I./ asements Right-of-Way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service D 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 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 \Farmer\Kalhy\MASTERS\6uilding Plancheck Cklst Form (Generic).doc BUILDING PLANCHECK CHECKLIST ND1°' 2 D D »RD DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. D D 4b. All conditions are in compliance. Date: 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 W 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 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 S 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 \Fairner\Kailiy\MASTERS\3iJiliiing Plaiicheqlt Cklsl Form [Geriericl.doc BUILDING PLANCHECK CHECKLIST 1ST D ND2a RD3a a a 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. Future public improvements required as follows: n n n n 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. n 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 in cubic yards (cut, fill import, export and remedial). This information must be included on the plans. D 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. n n n Grading Inspector sign off by:Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:\FarmertKalhy\MASTERS\BuftHng Planohack Cktat Form (GatwftaJ.ttoc ST1 D n ND2 D RD3 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: n n n n nan 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. 11. jaTtequired fees are attached Q 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. F:\Farmw\KBlHy\MASTERS\Bui1diHB Planohack CkIM Form (Qwwic).doc iST -.ND ,RD D D D 12b. BUILDING PLANCHECK CHECKLIST • If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. • Maximum service and meter size is a 2" service with a 2" meter. • If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand, (manifolds are considered on case by case basis to limit multiple trenching into the street). Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: I. 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: STA1 +00 Install 2" service and 2. 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 3. 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:VF«rmW*(,lhY\MASTER$\euiW!)ig PlancMck CWtt Form (GwttcJ.dOC . ST 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. 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: F:\Farmw\Kathy\MASTERS\8mlding Ranch** Cktot Form D D Address: ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal, /**VI m f // f' / ft / £/fr ^KA- 1/Wtf Wfaftg. Permjt NQ /- f<J Prepared by:Date:Checked by:Date: EDU CALCULATIONS: List types and square footages for all uses. \ D 'Types of Use: Types of Use:; Sq. Ft./Units:_ Sq. Ft./Units:_ APT CALCULATIONS: List types and square footages for all uses. Types of Use: Sf^ ^ Scl- Ft./Units: Types of Use:Sq. Ft./Units: 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 IMPACT FEE ADT's/UNITS:f FEE/ADT: n D n 3. BRIDGE AND THOROUGHFARE FEE ADT's/UNITS: 4. FACILITIES MANAGEMENT FEE UNIT/SQ.FT.: 5. SEWER FEE EDU's: / BENEFIT AREA: EDU's: (DIST. X ZONE: X X X #1 FEE/ADT; DIST. #2 FEE/SQ.FT./UNIT: FEE/EDU: FEE/EDU: 9^7 DIST. #3 } = $ <^7~ ^- D 6. SEWER LATERAL ($2,500) = $. D 7. DRAINAGE FEES PLDA : HIGH /LOW ACRES: :__ X FEE/AC: * $_ D 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION WordU)ocs>Mi>fornw\FM Calculation Worfcshavt Iof2 Rev. 7/14/00 DD DD Plan Check Planner APN: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Address Phone (760) 602- 1. 1 -ov Type of Ejpject & Use: Zoning: j£i General Plan: CFD (in/out) #_Date of participation:. Net Project Density: Facilities Management Zone: Remaining net dev acres:. Circle One (For non-residential development: Type of land used created by this permit: ) »'»•«*. Legend: M item Complete D fwrft Incomplete, - Needs your action Environmental Review Required: YES DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Requlr TYPE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: ' .t ' Coastal ZQn'e Assessment/Compliance Project site located in Coastal Zone? YES_t_ NO CA Coastal Cdmmission Authority? YES. If California Coastal Commission Authority: ContactIhem at - 7575 Metropolitan Drive, Suite 103, San Diego CA Trifinijin?i (011) ?Cf nyn ~ Determine status (Gdastal Permit Requireo\or Exempt): £_ Coastal Permit notki^nination Pnifp pb^<f1y completed?. If NO, complete I n i I il I'nh'inl I'lnlnii limn FllflVi nun Coastal Permit Determination Follow-Up Actions: 1) Stamp BUiiding Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. D Inclusionary Housing Fee required: YES (Effective date of Inclusionary Housing Ordinance - May 21,1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!)' * Site Plan: <>• H:\ADMIN\eoUNTER\B1dgPlnchkRevChklst Rev a/01 /^c ' ».-; 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 line(s (including all side and rear yard slopes), ' " '••.**: , *"' * "> • * - "' S t- i ' ;*it" i "2. Provide fegal description of property and assessor's Darcet*rfutrtber( * „^ '* * ' 1 *y ] "tt * ^ "* \ • '.v •:;•.-' " '"" ; Policy 44 - Neighborhood Architectural Design Guidelines.^•^ • \ t. • nln I~l 1. Applicability: YES >^^ NO rirl PI 2. Project comolies YES NO Zoning: ^-** -*• • ^5^D D 1. Setbacks: ^^J^£^ ' Front: # Required Interior Side: Required Street Side: ' Required Rear: Required Top of slope: Required [jQn S ' *'* " 2. Accessory structure setbacks: Front: ' ,«•'->•« ff Required Interior Side: ' Required Street Side: Required Rear: Required Structure separation: Required ODD 3. Lot Coverage: Required KTD D 4. Height: Required * IJ0I I PI 5. Parking: Spaces Required Shown Shown Shown Shown Shown "**«.%*"'. • *v . Shown -* Shown Shown Shown Shown / t^o Q &/ *^ ' Shown ^ /B , J^ f r Shown f ** C — Shown '^ '• ^ . (breakdown by uses for commerckri and industrial projects required) ResidentiafGuest'Spaces Required I Shown / PI l~l f~l Additional Comments i *<* OK TO ISSUE AND ENTERED APPROVAL INTO CQMPUT H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS Project: DeYoung 2nd Unit 2411 Buena Vista Circle Carlsbad, California 92008 Prepared for: Samuel B.Wright Wright Design 2911 State Street Carlsbad, California 92008 Project No.: 04226 Date: October 22, 2004 335 15th Street San Diego, California 92101 Tel. (619) 531.O73T* Fax. (619) 531.0758 MIKE SURPRENANT / & ASSOCIATES 3HEETNO- ~- OF Consulting Structural Engineers CALCULATED BY ^y^ DATE. CHECKED BY DATE. SCALE TABLE OF CONTENTS PAGE 1. PROJECT SCOPE 2. 2. DESIGN CRITERIA SUMMARY ? 3. DESIGN LOADS " 4. VERTICAL ANALYSIS: A. HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC.) B. VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC.) 5. LATERAL ANALYSIS: A. SEISMIC / WIND LOADS B. LATERAL LOAD DISTRIBUTION C. LATERAL LOAD-RESISTING DESIGN: I. SHEARWALL DESIGN H. CANTILEVERED STEEL COLUMN ELEMENTS. HI. STEEL MOMENT FRAMES D. REDUNDANCY FACTOR VERIFICATION 6. FOUNDATION DESIGN: A. CONTINUOUS FOOTINGS /T'/ B. SPREAD FOOTINGS (7 C. RETAINING WALLS D. SPECIAL SYSTEMS ^ I. GRADE BEAMS " II. DEEPENED PIERS ^ 7. SCHEDULES A. SHEARWALL SCHEDULE B. HOLD DOWN SCHEDULE C. SIMPSON STRONGWALL SCHEDULE. D. SPREAD FOOTING SCHEDULE PRODUCT 207 MIKE SURPRENXNT & ASSOCIATES Consulting Structural Engineers -5He=T MO. CALCULATED BY. CHECKED BY SCALE DATE. PROJECT SCOPE Provide vertical & lateral load calculations for a proposed approximate 640 sq. ft. detached one-story second residential dwelling unit to be constructed at 2411 Buena Vista Circle Carlsbad, California. Residence to be constructed utilizing primarily wood-frame construction. Roof framing to consist of conventional "stick-frame" and the foundation system to consist of a conventional concrete slab-on-grade with deepened perimeter footings. A soils report was not provided for this project. Therefore, the foundation design will be based on the minimum soil bearing capacity as specified in the current version of the Uniform Building Code (UBC). Mike Surprenant & Associates makes no representations concerning the suitability of the soils and/or minimum soil values allowed by the UBC. These calculations have been prepared for the exclusive use of Mr. & Mrs. John DeYoung and their design consultants (Wright Design) for the specific site listed above. Should modifications be made to the project subsequent to the preparation of these calculations, Mike Surprenant & Associates should be notified to review the modifications with respect to the recommendations/conclusions provided herein, to determine if any additional calculations and/or recommendations are necessary. Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted engineering principles and practices. PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF__ DATE DATE GOVERNING CODE: CONCRETE: MASONRY: MORTAR: GROUT: REINFORCING STEEL: STRUCTURAL STEEL: WELDING: SAWN LUMBER: I-JOISTS: MICROLLAMS/ PARALLAMS/ TIMBERSTRAND GLULAMS: SOIL: DESIGN CRITERIA SUMMARY 2001 C.B.C. f c = 2500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C90, f m = 1500 PSI, NO SPECIAL INSPECTION REQ'D, (U.N.O.) ASTM C270, f c = 1800 PSI, TYPE S ASTM C476, f c = 2000 PSI ASTM A615, Fy = 40 KSI FOR #3 AND SMALLER ASTM A615, Fy = 60 KSI FOR #4 AND LARGER (U.N.O.) ASTM A992, Fy = 50 KSI (ALL 'W SHAPES, ONLY) ASTM A36, Fy = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS) ASTM A500, GRADE B, Fy = 46 KSI (STRUCTURAL TUBES-HSS) ASTM A53, GRADE B, Fy = 35 KSI (STRUCTURAL PIPES) E70-T6-TYP. FOR STRUCTURAL STEEL E90 SERIES FOR A615 GRADE 60 REINFORCING BARS DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 1997 UBC. TnisJoist MacMillan - ICBO PFC-4354 (TJI & TJI/PRO MEMBERS) TnisJoist MacMillan - ICBO PFC-4354 - (LVL/PSL/LSL MEMBERS) DOUGLAS FIR OR DOUGLAS FIR/HEM GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS) .XISTING NATURAL SOIL VALUES PER UBC TABLE 18-I-A SOIL CLASSIFICATION - 5b [-] SOILS REPORT BY: DATED; ALLOWABLE BEARING PRESSURE ACTIVE SOIL PRESSURE (CANTILEVER) ACTIVE SOIL PRESSURE (RESTRAINED) PASSIVE SOIL PRESSURE COEFFICIENT OF FRICTION _PSF PCF _PCF PCF PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO OF, CALCULATED BY_ CHECKED BY SCALE DATE. DATE. DESIGN LOADS MATERIAL: ROOF SLOPE: DEAD LOAD: ROOFING MATERIAL SHEATHING RAFTERS/C J (or) TRUSSES INSULATION : DRYWALL OTHER (ELEC MECH MISC.) TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: FLOOR A//A MATERIAL: DEAD LOAD; FLOORING FINISH LT WEIGHT CONCRETE ( in.) SHEATHING JOISTS DRYWALL OTHER (ELEC., MECH., MISC.) TOTAL DEAD LOAD: LIVE LOAD: TOTAL LOAD: EXTERIOR WALL FINISH: STUDS DRYWALL INSULATION EXTERIOR FINISH OTHER TOTAL LOAD: INTERIOR WALL STUDS DRYWALL OTHER TOTAL LOAD: CASE 1 3'fo fa PSF 1.5 4.0 1.5 .. 2.5 0.5 /S" .0 PSF 20.0 PSF 15.0 PSF FLOOR PSF 2.0 3.5 2.5 3.0 .0 PSF .0 PSF .0 PSF 1.0 PSF 2.5 1.5 A?.0 1.0 /^.O PSF CASE II PSF 1.5 4.0 1.5 2.5 0.5 .0 PSF .0 PSF .0 PSF DECK PSF 2.0 3.5 2.5 3.0 .0 PSF .0 PSF .0 PSF 1.0 PSF 2.5 1.5 .0 1.0 .0 PSF 1.0 PSF 5.0 1.0 7.0 PSF PRODUCT 207 JOB Ota*. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED 8Y. CHECKED BY SCALE OF DATE DATE. HORIZONTAL MEMBER DESIGN LEVEL: /4>f MEMBERS: &£*»<> LABEL: $H SPAN= /L O FT. D UNIFORM LOAD W , D/ POINT LOAD (CENTERED) Id CUS'1-OM LOADING (SEE DIAGRAM) c'^™' _/Vr VP^I ^ lit &/FI ' 1 = P7 = R, = m/ Ibs VMAX = IIV^ Ibs . MMAX = J 3 If 'O ft-lbs USE: WO GRADE: /HrfJ C: ALT: GRADE: C: LABEL: f^l SPAN= //,fc FT. |pr*D UNIFORM LOAD w 1 bd CUS"1X)M LOADING (SEE DIAGRAM) ^ ; f /I'CTH ^/" /^-^ \ - TI » '"/P/ * ^ ' ?:^w»W J^ ^ VMAX= /3X/ Ibs MMAX= 502^ ft-lbs USE: WO GRADE: Dfyfrl- C: ALT: 7 GRADE: C: LABEL: ^3 SPAN= A-O FT. IffD UNIFORM LOAD ' D /POINT LOAD (CENTERED) I b^ CUS'IXJM LOADING (SEE DIAGRAM) 1 * t ' S+n-n P2 = R, = Z5Z.O ibs VMAX = f ¥"5? Ibs MMAX= SWO ft-lbs USE: W° GRADE: /)^^ C: ALT: 2"bb";t0U5* GRADE: R>U C: wv / Rp = /W tbS E = /Too ksi IREO'D = - in4 Vv * s RD= /?T/ Ibs E = 'W ksi IREO'D = - in4 •A / S R»= 3^ Ibs E = /TtfO ksi IREO'D = * in4 PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.OF.eA=y CALCULATED BY, CHECKED BY SCALE DATE. DATE. LEVEL: &&F MEMBERS: $£#?**, LABEL: /£-? SPAN= /7.J" FT. ,r> I7'D UNIFORM LOAD W-v 1 1 .POWTinAnrrRNTFRPni | 4 Q^ CUSTOM LOADING (SEE DIAGRAM) , w (ir^Y&f \^ foc&lfl- u. --/ yy/'70//'*/ 1 _ />r^/ V xf P7 = -7 t, R| = 3f/ *- Ibs VMAX = * Ibs —t/ ,, -jy »' MMAX= /3r/0 ft-lbs USE: 7 W X // M GRADE: OL C: ALT: GRADE: C: LABEL: £&*5 SPAN= A-5" FT. D UNIFORM LOAD \Jf CUS'lOM LOADING (SHE DIAGRAM) - ^' . w l/r/-> h^r?-''/ 1- IN 1WA/ "^ ** p _ P, = R,= I?L Ibs VMAX = 5^ Ibs MMAX= j/2.O() ft-lbs USE: M/0 GRADE: tjFytl C: ALT: GRADE: C: LABEL: /£G SPAN= ^^0 FT. D UNIFORM LOAD '.w, D /POINT LOAD (CENTERED) -J "" — ! 1 y CUSTOM LOADING (Sbb DIAGRAM) ' '"_ >'• ^ 8O(i*~/-7f\}nfti \ "?i flr/r/- x P, = R, = W?i Ibs VMAX = " Ibs MMAX= (j»(f5 *J ft-lbs USE: MO GRADE: PW-I C: ALT: GRADE: C: , p P ^7 r 1 \X ^ Xs R» = 3»^ Ibs E = 2<wsti ksi IREO-D = — in4 «, j E = /fflO ksi IREO'D = " in4 ^1*- *— t ' XS R» = /f 3? ibs E = /toOQ ksi IREO'D = " in PRODUCT 207 Rev 560100 User: KW-0605503. Ver 5.6 1. 25-Ocl-2002 (c)1983-2002 ENERCALC Engineering Software Description RR-1 Title ; Dsgnr: Description : Scope : General Timber Beam Job* Date: 3:15PM. 150CT04 Page 1 f \proiectstfolOers\01-misc\wrtghldesign\dey Genera) information Section Name 2x10 Beam Width Beam Depth Member Type Bm Wt, Added to Loads Load Our. Factor Beam End Fixity Wood Density Calculations are designed to 1997 1 .500 in 9.250 in Sawn 1.250 Pin-Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas .Fir- Larch, Fb Base Afiow Fv Allow Fc Allow E Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 20.00 #/ft LL #/ft LL #/fl LL 17.00ft ft .... ft No.2 875.0 psi 95.0psi 625.0 psi 1, 600.0 ksi 27.00 #/fl #/ft #ffi I n Lu .Lu 0.00 ft 0.00 ft 0.00 ft Repetitive Member I Summary j Span= 17.00ft, Beam Width = 1 Max Stress Ratio Maximum MomentAllowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,020.84 psi Fb 1,383.59 psi Deflections SOOin x Depth = 9,25in 0.738 : 1 1.8 k-ft 2.5 k-ft 1.82 k-ft at 0.00 k-ft at 0.00 k-ft 0.00 k-ft 2.47 fv 42.21 psi Fv 118.75 psi , Ends are Pin-Pin Maximum Shear * 1 Allowable 8.500 ft 17.000 ft Reactions... LeftDL Right DL Shear Camber: 0.20 k 0.20k 5 @Left @ Right @Left @ Center @ Right Max Max Beam Design OK 0.6 k 1.8 k 0.43k 0.43k 0.000 in 0.416in 0.000 in 0.43k 0.43k Center Span... Dead Load Deflection -0.277 in ...Location 8.500ft ...Length/Defl 735.2 Camber ( using 1.5 * D.L. Defl)... ©Center 0.416 in @ Left 0.000 in @ Right 0.000 in Stress Calcs Total Load -0.598 in 8.500 ft 341.13 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Bending Analysis Ck 31.019 Le Cf 1.100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable 0.000 ft 0.000 Max Moment 1.82 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 0.59 k 4.932 in2 118.75 psi ftjaaag^aimwrtwrf • BsapreattBaaayKi n1 mn mv\ 11 ,-x. Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.43 k 0.43 k Sxx 21.391 in3 Cl 0.000 SxxReg'd 15.78in3 0.00 in3 0.00 in3 @ Right Support 0.59k 4.932 in2 118.75 psi Bearing Length Req'd Bearing Length Req'd Area 13.875 in2 Allowable fb 1,383.59 psi 1,383.59 psi 1,383.59 psi 0.457 in 0.457 in Rev. 560100User KW-0605503, Ver 5.6.1, 25-Oct-Z002lc)1983-2002 ENERCALC Engineering Software Title: Dsgnr: Description : Scope : Genera! Timber Beam Job* Date: 3:15PM. 15OCT04 Page 2 1 \p rejects \f old ersM}!-in i sc^wngnt design\dey Description RR-1 Query Values M, V, & D @ Specified Locations Moment @ Center Span Location = 0.00ft 0.00 k-ft @ Right Cant-Location = 0.00ft 0.00 k-ft @ Left Cant. Location = 0.00 ft 0.00 k-ft Shear 0.43 k 0.00 k 0.00k Deflection 0.0000 in 0-0000 in 0.0000 in JOB.011210 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. LATERAL ANALYSIS / DESIGN (SEISMIC / WIND LOADS) AREA: Seismic: V = (2.5 C. I/ R) W. - (Governs) 1.4 (ASD) Seismic Zone ]L „ Z = 0-7 Soil Profile = 4y Na= / O C,= 0-V1/ I =1.0 (Standard Occupancy) R= f,? Wt = Total Seismic Dead Load BASE SHEAR: V= Q.fK W. (ASD Load) (Assume p = 1.0, Verification to Follow) ROOF WEIGHT h™P,=: Wind: P = CeCqqsI Method 2- Exposure f^_ C.= O.bZ- ft Cq = qs = . Basic Wind Speed , UBC Table 16-G , UBC Table 16-H psf mph Iw = 1.0 (Non-Essential Facility) P = Ct Cq qf I = /Q.H0 psf LBSv. Exterior Wall Weight = Interior Wall Weight = , Total Weight (Tributary to Diaphragm) = )( FLOOR WEIGHT Diaphragm =••^ Exterior Wall Weight = Interior Wall Weight = Total Weight (Tributary to Diaphragm) = FLOOR WEIGHT Diaphragm =••"/A Exterior Wall Weight = Interior Wall Weight = . Total Weight (Tributary to Diaphragm) = _ TOTAL DEAD LOAD, Wt = BASE SHEAR, V = Oj?t Wt = UNIT SHEAR, v"= V / Area (Applies to single level structures only) = M LBS .LBS .LBS .LBS .LBS .LBS .LBS .LBS .LBS .LBS .LBS .LBS PSF PRODUCT 207 - ^. ™ Ota* ^V^gr:* MIKE SURPRENANT -v 11 • Jilk. ^ i-o~ ,T^ •........ '^riv^_ Consultme Structural Engineers r.ur.iu ATFHHV HATF "' v RPAIP 3-^ SHEARWALL DESIGN j[ Storv Shearwails /V"5 Direction Unit Lateral Load, v = Gridline / /ft w \ Tributarv Area (This Level): I'M (f •# J " Lateral Load (This Level): Lateral Load (Level Above): Total Load (All Levels). F,= ShearwalKs) Length. L ft. Unit Wall Shear, v = F./L = plf Shearwall Tvpe: (~\ (M /tffiX*lt~S Wtflt. %£t- (fftz flrmtti- )Overturning: L = ft. Okay by Inspection v Uplift = Lbs Holdown Anchor Type: i — i Gridline 2- /ll Vt3 \ Tributarv Area (This Level): ('/?/WJ * Lateral Load (This Level): Lateral Load (Level Above): Total Load (All Levels). F, = ShearwalKs) Length. L fo y ft. Unit Wall Shear, v = F,/L= 3>2- plf Shearwall Tvpe: \ Z^p Overturning; L= 0-5 ft. Okay bv Inspection Uplift = V&1 J^J ) 5Mt Lbs Holdown Anchor Tyie: rr^i , _ . fl y(t \\ tivH 1 — " — Gridline -^ jfT \p \ Tributarv Area (This Level): W^"* ) ' Lateral Load (This Level): Lateral Load (Level Above): Total Load (All Levels). F, = ShearwalKs) Length, L = ' 7^ ft. Unit Wall Shear, v = FT/L = U plf Shearwall Tvpe: ( 1 f Overturning: L = ft. Okav bv Inspection Uolift = Lbs Holdown Anchor Type: i — i 7. ) t DSf ** ® sq. ft. /V<?T> Lbs Lbs /W Lbs Vfc sq.ft. i fob Lbs " Lbs V(tO Lbs 757, Sq.ft. 67-0 Lbs " Lbs Wly Lbs PRODUCT 207 Title : Job # Dsgnr: Date: 7:33AM, 18OCT04 Description : Scope : Rev. 560100 _ 0 ,user -Kw-0605503 , ver 5.6.1. 25-Gct -2002 Masonrv Pier Analysis & De<nnn ^ase *(c)1983-20Q2£NERCALC Engineering Software •»•«-*«••• j iw. *-»« lui y **«** v* u^^ixji i f ^projects tfolders\01-misc\wnght<lesign\dey Description SHEAR PIER @ GRIDLINE 1 General Information Total Lateral Force Seismic Zone Calculations are designed to 1997 U8C Requirements """ 1.49k' "" Moduii:"Em = fm * 750.00 4 Moduli: Ev = Em * 0.40 Load Duration Factor 1.33 Shear Pier Data Pier Height Pier Length Wall Thickness "j" : Depth Mult. Pier Fixity fm Fs Sp Insp Grout Spacing Analysis Data Height/Length (H/L)ft3 Rel. Defl Sum Rigidity Rigidity = .001 /Defl % Force to Pier Shear to Pier Pier#1 12.00ft 4.00ft Sin 0.85 Pin-Fix 1,500 psi 24,000 psi No Sin Pier #1 3.0000 27.0000 13.0000 76.92 76.923 1.00 1.490k j Relative Defl * 1 0A5 0.00 in M / (VDepth) Em Ev ] Summary : Shear Reinforcing... fv=V/{12*esfjd) Fv: w/o Reinf. Fv: w/ Reinf. 3.000 . 1125,000.0 psi 450,000.0 psi Pier #1 7.21 psi 23.33 psi 38.72 psi Horiz. Shear Av Req'd Not Req'd inA2/ft Bending Reinforcing... Moment @ End "d" to tension As Bending As Req'd 17.88 k-ft 3.40ft 0.16 in2 JOB MIKE SUKPRENANT Consulting Structural Engineers RHFFTND CALCULATED BY. CHECKED BY SCALE J^. OF_ DATE. HflTT l_ Story Shearwalls E "W Direction Unit Lateral Load, v = Gridline A ^\ \( \ Tributary Area (This Level): 1 f7-Afl~£- 'l ~~ Lateral Load ("This Level): Lateral Load ("Level Above): Total Load (All Levels), R = ShearwallCs) Length. L = ST-K^- 2.O ft. r*yorv l Unit Wall Shear, v = R/L = 3"2- olf Shearwall Type: <_l^ Overturning: L = ft. \* Okav by Inspection Uplift = Lbs Holdown Anchor Type: i — i Gridline & (l\ \ft\m\ Tributary Area ("This Level): I k/( f 3 1 ) Lateral Load (This Level): Lateral Load (Level Above): Total Load ( All Levels'! . R = Shearwall(s) Length, L = G*T ft. Unit Wall Shear, v = F./L = ^32- plf Shearwall Type: ( T^f Overturning: L = ft. Okav by Inspection Uplift = (331 )(i }=. 2,(J T to Lbs Holdown Anchor Type: nri ^ Gridline ts f f r ... Tributary Area (This LevelY. 107^)1 'L 1 Lateral Load (This Level): x ^ Lateral Load (Level Above): Total Load (All Levels). F, = Shearwall(s) Length. L = ^k^ ll^ ft. Unit Wall Shear, v = FJL = AS plf Shearwall Type: ( 1 f Overturning: L = ft. v Okav by Inspection Uplift = Lbs Holdown Anchor Type: i — i '/^ nsf ^/ sq. ft. ??"" Lbs Lbs 2l *4 Lbs Y^fe- sq. ft. Z/(*o Lbs Lbs i/0rtj Lbs ^3? sa.ft. /Wo Lbs Lbs /Y90 Lbs MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO. CALCULATED BY_ CHECKED BY SCALE OF__; DATE. DATE. / Story Shearwalls £'™ Direction Unit Lateral Load, v = ! Gridlinc [) f, , - , Tributary Area (This Level): 2;1! O' ;~' Lateral Load fThis Level): Lateral Load (Level Above): Total Load f All Levels). F, = Shearwallfs) Leneth. L = 3T??.^~ 6>A ft. CTT^I J Unit Wall Shear, v = F./L = A» olf Shearwall Tvpe: ( / fr Overturning: L = ft. Okay by Inspection Uplift = Lbs Holdown Anchor Type: j — [ Gridline Tributary Area fThis Level): Lateral Load (This Level): Lateral Load (Level Above): Total Load f All Levels). F. = Shearwallfs) Length. L ft. Unit Wall Shear, v = F,/L = plf Shearwall Type: < kJ r N — r Overturning: L = ft. Okay by Inspection Uplift = Lbs Holdown Anchor Type: j — j Gridline Tributary Area fThis Level): Lateral Load fThis Level): Lateral Load fLevel Above): Total Load f All Levels). F. = ShearwallCs) Length. L = ft. Unit Wafl Shear. v = FJL = olf Shearwall Type: ( t Overturning: L = ft. Okav by Inspection Uplift = Lbs Holdown Anchor Type: j — i & DSf /f2_ SQ. ft. 6-0 Lbs " Lbs G7<) Lbs , sa. ft. Lbs Lbs Lbs sq.ft. Lbs Lbs Lbs PRODUCT 207 JOB. __^* MIKE SURPRENANT /u ][' ,![ & ASSOCIATES SHEE™° a~ CF- "U. ^__~^-T- Consulting Structural Engineers CALCULATED BY DATE . CHECKED BY DATE. SCALE REDUNDANCY FACTOR CALCULATION (UBC 1630.1.1) FLEXIBLE DIAPHRAGM WITH WOOD STRUCTURAL PANEL SHEARWALLS Vmax = 2K»Q Lbs (Total lateral load at Gridline f~> ") lw = GT^ ft (Total Sum of Lengths of Shearwalls at Gridline) F = faf^ Lbs (Story Shear) AB = 101 sq.ft. (Ground Floor Area of Structure) CALCULATIONS: vmax(io/iw) Tmax = 2 20 rmax \^B 2-0 p = ^= . LQ_ OKAY ) V- JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.IL CALCULATED BY. CHECKED BY . SCALE OF DATE. DATE. FOUNDATION DESIGN ALLOWABLE APPLIED LOADS Allowable Soil Bearing Pressure (ASBP) = CONTINUOUS FOOTINGS psf (Per Design Criteria) Wr ^^ MARK: CF-1 Ftg. Width flrt = 7-0 ft. = ASBP (b) = Depth of Ftg. (h) plf ft. USE: _Jtc_" WIDE x DEEP. WITH 7, # 7 TOP & BOTTOM MARK: CF-2 Ftg. Width (b) = _ft. Depth of Ftg. (h) =ft. = ASBP (b) =. USE:WIDEx DEEP.WTTH #TOP & BOTTOM WMAX @ Gridline WMAX @ Gridline WMAX @ Gridline @ Gridline plf USE:. CF- / USE: CF- USE: CF- USE: CF- D PRODUCT 207 JOB.flfftl MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY, CHECKED 8Y SCALE OF_ DATE DATE CONTINUOUS FOOTINGS - MAX POST LOADS 2h (ft.) h(ft.) MARK: CF-1 PMAX = ASBP(b)(2h) =. MARK: CF-2 PMAX - ASBP(b)(2h) =. LBS. LBS. D PRODUCT 207 JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY, CHECKED 8Y SCALE OF DATE. DATE. SPREAD FOOTINGS - MAX. ALLOWABLE CONCENTRATED LOADS MAX MARK:P-1 PMAX = ASBP(b)2 = b (ft.) LBS. h (ft.) USE: 24" SQUARE x fa " DEEP WITH (2) # 4 EACH WAY @ BOTTOM MARK:P-2 PMAX = ASBP(b)2 =LBS USE: 30" SQUARE x /> " DEEP WITH (3) # 4 EACH WAY @ BOTTOM MARK:P-3 PMAX = ASBP(b)2 =LBS. USE: 36" SQUARE x fr " DEEP WITH (4) # 4 EACH WAY @ BOTTOM MARK:P-4 PMAX =ASBP(b)2 =Iforo LBS. USE: 42" SQUARE x J^ " DEEP WITH (5) # 4 EACH WAY @ BOTTOM MARKi.P-5 PMAX = ASBP (b)2 = USE: 48" SQUARE x \V " DEEP WITH (6) # 4 EACH WAY @ BOTTOM PRODUCT 207 MIKE SURPRENANT ; * & ASSOCIATES SHEETW ^ Consulting Structural Engineers CALCULATED BY DATE . CHECKED BY DATE. SCALE SCHEDULES ^ <^ ^ ^liT^T'l ,.iL .^4, '•H ^.^_'_^: _J MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHFCT NH rwcrwrn nv SHAI F /? „, "- n«TF © UJ2 5 © ® © 0 II o MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers JOB. SHEET NO CALCULATED BY. CHECKED BY SCALE DATE. DATE. HOLD-DOWN SCHEDULE n 4x POST W/ MSTC40 FLR-To-FLR HOLD-DOWN 4* POST W HSTC52 FLR-To-FLR MOLD-DOWN 4x POST W/ HSTC66 FLR-To-FLR HOLD-DOWN 4x POST W/ MSTC7B FLR-To-FLR HOLD-DOWN 4x POST W/ O1ST14 FLR-To-FLR HOLD-DOWN (34" END LENGTH * (14) 16d TO EA. POST) 4x POST W/ CMST12 FLR-To-FLR HaD-DOWN (45" END LENGTH * 0°°.) l&d TO EA. POST) 4x POST W/ STHD8 HOLD-DOWN 4x POST W STHD10 HaD-DOWN 4x POST W STHDI4 HOLD-DOWN 4x POST W/ PHD2 ON SSTB16 A.B. 4x POST W/ PHD5 ON SSTB24 A.B. 4x POST W/ PHD6 ON SSTB28 A.B. 4x POST W/ PHD8 ON SSTB28 A.B. 4x POST W/ HD8A ON SSTB28 A.B. 4x POST W HD10A ON SSTB28 A.B. 4x POST W HDI4A ON SSTB34 A.B. NOTES: i; HOLD DOWN ANCHORS MUST BE TIED IN PUCE PRIOR TO FOUNDATION INSPECTION. 2) DEEPEN FOOTINGS TO PROVIDE 3' MM. CONCRETE COVER WHERE HOLD DOWN ANCHORS ARE LONGER THAN THE FTG DEPTH. 3) USE (Rj; OPTION ON STHD HOLD-DOWNS FOR RAISED WOOD SUB-FLOOR CONDITION. REV. JAN. 2001 PflODUCT207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers CALCULATED BY__ //OF DATE. DATE. SIMPSON STRONGWALL REV. SEP. 2002 SUJ22x1-4 SUJ22x1-fe (3 SUJ22xd-4 H SUJ22X6-6 J SUJISxS K SUC4xS StLB2xS SUM8x8 SIU24X9 R SUJ32x9 5UC4xt0 SU32x!0 X SUB2xl2x6 SUM8xl2x6 SIMPSON STRONGUJALL FOOTNOTES: <m.v TO ALLJ (T) \CSO • FfC-5485 @ FOR flNfilE POUR APPLICATIONS, USE 59TB28 HOLDOUN ANCHOR BOLTS AND 5/»' x C' fMINJ MUDSILL ANCHORS. (?) FOR TUJO-POUR APPLICATIONS, USE SSTB34 HOLDOUN ANCHOR BOLTS AND 5/8' x W fMINJ MUDSILL ANCHORS. PLACE ALL ANCHORS USING A STRONQUWLL TEMPLATE APPROPRIATE FOR THE APPLICATION AND LEN5TH OP WALL FOR EXTERIOR APPLICATIONS, USE W TYPE TEMPLATES FOR INTERIOR APPLICATIONS, USE 'SOT1 TTFE TEMPLATES FOR PANEL FOm APPLICATIONS, USE 'SUm=f ' TYPE TEMPLATES USE ALL PROVIDED HARDUWRE FOR ANCHORAGE TO FOUNDATION. USE PROVIDED SCREWS AND SHIM <<F PROVIDED^ FOR CONNECTION TO DBL TOP PLATE FOR GARAGE PORTALS, CONNECT 4XQ tttlNJ HEADER AT TOP Or IIWLL UTTH PROVIDED SCREUB, PROVIDED •MST STRAP IWTtt (®> 10d COMMOMS, AND PANEL EXTENSION WTH W»d COMMONS • 3' o/e. fVERTJ t 4' o/e. (HOR1D NO HOl^S.hOTCHES, CUTS, OR OTHER MCOFICATIOm IN ANY CASiE EXCEPT AS PERMITTED BY SIMPSON STRONG-TIE, INC, AND ICBO REPORT. -fiF DENOTES RAISED FLOOR OPTION OF STROMQUJALL PLEASE MAKE NOTE OF THIS UJHEN ORDERING MATERIALS. ALL -ff MODEL STRONflUALLS SHALL USE A SIMPSON TUD 1/8-1' MOT SUPPLIED? AT EACH HOLDOUN ANCHOR PRODUCT 207 MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO CALCULATED BY. CHECKED BY SCALE OF DATE. DATE. SPREAD FOOTING SCHEDULE SYMBOL <8> <S> <8> <8> <8> SIZE AND REINFORCEMENT 24' SQUARE X (t * DEEP W/ (2) * 4 30' SQUARE X /£, " DEEP W/ (3; « 4 36' SQUARE X /^ ' DEEP W/ (4) » 4 421 SQUARE X /2^ ' DEEP W/ (5; » 4 48' SQUARE X />" DEEP W/ ((,) » 4 EACH WAY EACH WAY EACH WAY EACH WAY EACH WAY MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS (Corrections) Project: DeYoung 2nd Unit 2411 Buena Vista Circle Carlsbad, California 92008 Prepared for: Samuel B. Wright Wright Design 2911 State Street Carlsbad, California 92008 Project No.: 04226 Date: December 14, 2004 335 15th Street San Diego, California 921O1 Til. (619)• Fta. (619) 551.0758 MIKE SURPRENANT SHEET NO L_ OF & ASSOCIATES CALCU^TEDBV ff=_ DA Consulting Structural Engineers CHECKED BY DATE, 7 Correction Response a Correction #23 &#24 See attached calculations for out-of-plane loading in the masonry wall and details for roof connections to masonry walls JOB.MA- MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.&TL OF/ CALCULATED BY. CHECKED BY SCALE OF. DATE. DATE. JOS. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO.OF. JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY. CHECKED BY SCALE OF DATE DATE 7 (i) "5> CVERT.; EAEND •5*8' O.C. ( CENTERED; *4 TIES * 24' O.C. &' CMU PIERCSOLID GROUT;NO SPECIAL INSPECTION TYPICAL DRAG STRAP DETAIL PRODUCT 207 JOB.onv, MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY, CHECKED BY SCALE DATE. DATE. D * 0 = 0,7 I'D JOB. MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SHEET NO. CALCULATED BY, CHECKED BY SCALE DATE. DATE. 0 fa 0.01 /i, r 0.0 ^ 'f=_ o ^=M^ES MIKE SURPRENANT & ASSOCIATES Consulting Structural Engineers SMPFTMH 1 7_ l - OF. /_ DATE. DATE. p-1 I* ?' A = TITLE 24 REPORT Title 24 Report for: Deyoung Secondary Dwelling 2411 Buena Vista circle Carlsbad, Ca 92008 Project Designer: Wright Design 2911 State St. Carlsbad, Ca 92008 Report Prepared By: fN Michael Dell ^ DELL CO. 1629 York Drive Vista, CA 92084 | (760)940-0064 Job Number: M1-04E Date: 11/5/2004 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number; M1-04E User Number: 1712 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1R Certificate of Compliance 3 Form MF-1R Mandatory Measures Checklist 6 Form C-2R Computer Method Summary 8 HVAC System Heating and Cooling Loads Summary 12 EnergyPro 3.1 By EnergySoft Job Number: r11-04E User Number 1712 JAN-21-2005 FR1 11'39 AH CITY OF CARSLBAD FAX NO. 760 602 8558 P. 02 Cit\> ol Carlsbad B ii il<i i ny Department CERTIFICATE OF CC PAYMENT OF SCHOOL FEES G\ This form must be completed by the City, the apptifcjnt and the E pf ropriate school districts ami returned to the City prior to issuing a building permit. The City will not issue any build, 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: MPUANCE MITIGATION permit without a completed school fee form. V-M ; j Number of New £)\Wfttlinn Uni Square Feet of U Square Feet of Li finq Area f^i 'ihfl Area iij — i R N s I 1 ew Dwelling 3U <pS& ^ Net Square Feet New Area Commercial/Industrial; Square Feet Floor Area City Certification of Applicant Information: /^ Carlsbad Unified School District f 6225 El Camino Real V Carlsbad CA 92009 (331-SQOO) Date: [THIN THP my OF CARLSBAD ircos Unified School District , CA 92069 (290-2649) Confe ot Nancy Dolce (By Appt. Only) Encinitas Union School Diatricl 10) South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300 ext 166) Certification of Applicant/Owners. The person executing tha ttedarertion 0 information provided above is correct and true to the beat fine Owner's certification of payment and pay the additional fee if Ownftf requests ar fnrAaat* afl«r thfi fahUriifm narmit ic ittAiiAd isr if tha initial rtA NaranitHatinn A!footage after the that (2) foe a is isaued or if the initial da isr/devefoper of the above described proje< San 710 E •roination of Union High School District ic|nitas Blvd. CA 92024 (753-6491) certifies under penalty of perjury that (f) the wfedga, and that the Owner will file an amended reise In the number of dwelling units or square 6 or square footage is found to be incorrect, and or that the pareon executing this dedaraton is y Avenue Counter * Date: Carlsbad. CA 92 (760) 602-2700 JAN-21-2QQ5 FRI 11:39 AM CITY OF CARSLBAD FAX HO, 760 602 8558 P, 03 SCHOOL DISTRiqij SCHOOI (To be complied by the; I THIS FORM INDICATES THAT TH* SCHOOL) PROJECT HAVE BEEN OR FEE CERTIFICATION < hool district(s)} r* **#****•********************«***«»»******* (STRICT REQUIREMENTS FOR THE L BE SATISFIED. SCHOOL DISTRICT' The undersigned, being duly authorized by the ,. developer, builder, or owner has satisfied {he obligat ? the applicant listed on page 1 has paid all amounts 4 mitigation determined by the School District. The Citjj SIGNATURE OF AUTHORIZED SCHOO) DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE PHONE NUMBER |e School District, certifies that the for school facilities. This is to certify that < ample ted other applicable school issue building permits for this project. AYLEN FRYMAN 3EPUTY SUPERINTENDENT CARLSBAD UNIFIED SCHOOL DISTRICT 6225 EL CAMINO REAL CARLSBAD, CA 92009 Revised 4^0/06 JOHN A DEYOUNG 2411 BUENA VISTA CIR (760) 434-5743 CARLSBAD, GA 92008 2346 tB-66/1220 2468 Sorrento Valley 9-lfiOScrantooRd San Diego CA 8M.462MOO i:L2EOQQ&& ['sCiBBWWV ]CARLSBAO UNIFIED SCHOOL DISTRICT [ j CARLSBAD HIGH SCHOOL \ | CARLSBAD VILLAGE ACADEMY | | VALLEY MIDDLE SCHOOL | _\BUENA VISTA SCHOOL JEFFERSON ELEMENTARY | J MAGNOLIA ELEMENTARY \ ] CALAVERA HILLS SCHOOL ["'"] K£Lte/ SCHOOL | ~ 1 HOPE SCHOOL RECEIVED FROM: „ohn (If Applicable) PARENT OF j AVIARA OAKS ELEMENTARY ] AVIARA OAKS MIDDLE SCHOOL [ | PACIFIC RIM \ | CALAVERA HILLS MIDDLE SCHOOL \ |OTHER ,_ DATE: Receipt No. 17342 PAYM_ENI.FQR;ACCOUNT NUMBER AMOUNT RECEIVED BY:CASH CHECK #TOTAL si ?8 SD £3o o ..a >• w Ba UJ m •§o Q o; -j