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Home My WebLink About2410 APPIAN RD; ; CB990803; PermitCity of Carlsbad 07/20/1999 Residential Permit Permit No:CB990803 Building Inspection Request Line (760) 438-3101 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2410 APPIAN RD CBAD RESDNTL 167381 3700 14 0 Structure Type: 343SF RM ADD 208SF GARAGE 0 Bathrooms: 0 Sub Type: RAD Lot #: 0 Reference #: $38,398.00 Construction Type: VN Applied: 03/03/1999 Status: ISSUED Plan Approved: 07/13/1999 Issued: 07/20/1999 Entered By: DT Inspect Area: Plan Check#: Orig PC#: Applicant: FRAZEE JOHN C&DIANNE M 2410 APPIAN RD CARLSBAD CA 760-729-4865 Owner: 92008 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 $20.00 Renewal Fee $0.00 Add'l Renewal Fee $0.00 Housing Impact Fee $0.00 Other Building Fee $0.00 Housing InLieu Fee $0.00 Pot. Water Con. Fee $0.00 Master Drainage Fee: $0.00 Meter Size Sewer Fee: $0.00 Add'l Pot. Water Con. Fee $0.00 TOTAL PERMIT FEES $657.34 & Date: Inspector: U Clearance: FINAL APPROVAL ~~ ~ ~ NOTICE: Please take NOTiCE that approval of your project includes the'imposition" offees, dedications, reserdations, orother exadions hereafter Miiecdveiy referred to as Yeeslexadions.' You have 90 days fmm the date mb perml was issued to protest imposition of these feeslexatiwns. If you protest them, you must foilow the protest procedures set forth in Government Code Secton 66020(a), and file the protest and any other required information with the City Manager for processing in accordance wlh Cadsbad Municipal Code Secton 3.32.030. Failure to timely follow that procedure Will bar any Subsequent legal adion to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTlFiED that your mht to protest the specified feeslexacdons DOES NOT APPLY towater and Sewer mnnection fees and capacdy changes. nor planning, zoning, grading or other similar appiicah pmcessing or service fees in mnnection with this project NOR DOES IT APPLY to any feedexadons of which YOU have previously been qiven a NOTiCE similar to this, or as to which the statute of limitations has previousiv otherwise expired. ~ CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 7,r,J,T Legal Description Lot No. Subdivision NameINumber Unit No. Phase Nb. ' ''I 'Total t of ~lhis~'~ ! ~, ,..~ FOR OFFICE USE ONLY PLAN CHECK NO.@ 46- EST. VAL. 38.3S8 Plan Ck. Deposit Validated By 'IZT - Date 3/97 9 - Description of Work . ', SO. FT. #of Storiss 3 of Bedrooms ' x of Bathrooms 4. I plan to provide portions of the Work, but I have hired the following pereon to coordinate, supervise and provide the major work (include name I address I phone number I COntramOrs license number): 5. I will Drovide some of the work. but I have contracted (hired) the followina ~ersons to omvide the work indicated (include name I address I ohone number I ~VPB Is the applicant or future building occupant required 10 Submit a business plan. acufeiy hazardous materials registration form or risk management and prevention program under SemionS 26505, 25533 01 25534 of the PresisvTanner Hazardous Substance Account Act7 0 YES NO Is the applicant or future building Occupant required to obtain a permit from the air pollution control districl or air quality management district7 YES 0 NO Is the facility to be constructed within 1.000 feet of the outer bwndary of a school site? 0 YES 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. .Bili.z~.N~~etloN.~u~~~.~~,~~N~~:~'ili::': :;..::::: ::i :~?!~i~-~~~~~~~~~~~~~:~ ;.I, :,,,: . '.:,% . ,.: :I .,':,,:', ;;::.,, :: , ,.i::,:~., .,.. .. ,i , ,,: . , , .. .il i(j;::l.:. I hereby affirm that there is B COnStrUCtiOn lending agency for the performance of the work for which this permit is iswed ISec. 3097lil Civil Codel. ,:. . 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 Citk of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA An OSHA permit is required for BXCaVatiOnJ over 5'0" deep and demolition or Construmion Of StrUctUreS over 3 Stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions Of this Code shall expire by limitation and become null and wid if the building or or abandoned at any time after t of 180 days ISection 106.4.4 Uniform Building Code). work authorized by such permit is not commenced within 365 days from the date Of such pwmit 01 if the building or work authorized by such permit is suspended APPLICANT'S SIGNATURE DATE " /- YELLOW: Applicant PINK: Finance .. City of Carlsbad Inspection Request For: 1 1 /5/99 Permit# CB990803 Inspector Assignment: PD Title: 343SF RM ADD 208SF GARAGE Description: Type: RESDNTL Sub Type: RAD Job Address: 2410 APPIAN RD Suite: Lot 0 Location: APPLICANT FRAZEE JOHN C&DIANNE M Owner: FRAZEE JOHN C&DIANNE M Remarks: WANTS INSP BEFORE NOON Total Time: CD Description Act Comments n 19 Final Structural 29 Final Plumbing Phone: 7607294865 Inspector & Requested By: JOHN Entered By: BARBARA 39 Final Electrical 49 Final Mechanical Inspection History Date Description Act lnsp Comments 10/13/99 17 Interior LathDrywall AP PD 10/4/99 16 Insulation AP PD 10/4/99 18 Exterior Lath/Drywall AP PD 9/20/99 34 Rough Electric AP PD 9/20/99 84 Rough Combo AP PD 9/9/99 14 Frame/Steel/Boltinglding WC PD 9/9/99 83 Roof SheathinglExt Shear AP PD 8/2/99 I1 FtglFoundatiodPiers AP PD - EsGil 7 Corporation ln Tartncrsfiip witfi ~ovcmnunt for !Builriin#Safcty DATE: 7/12/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-0803 PROJECT ADDRESS: 2410 Appian Dr. 0 PLAN REVIEWER 0 FILE SET I11 PROJECT NAME: kazzee 2nd Story Room Add/Garage Add/Bay Window 0 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 in Remarks below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the check list has been sent to: w Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: (by: 1 Fax #: Fax In Person replace sheet 6 of the City Set I plans with the new Set 111 sheet 6. on sheet 7 of the Owner Set 111 to the City Set I and change to City Set By: Mike Puckett Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC log tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Em Corporation - DATE: 4/15/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-803 oA&g&NT 0 PLAN REVIEWER 0 FILE SET I1 PROJECT ADDRESS: 2410 Appian Dr. PROJECT NAME: Frazee 2nd Story Room AddIGarage Add/Bay Window 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 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. 0 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. 0 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: Mike Mills 1060 Evergreen Ln. Vista, Ca. 92084 Esgil Corporation staff did not advise the applicant, except’by mail, that the plan check has been completed. 0 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 0 REMARKS: By: Mike Puckett Enclosures: Esgil Corporation GA 0 MB 0 EJ 0 PC 4/5/99 tmsmtl.dot 9320 ChesapeakeDrive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil CorDoration - " ~ -~ 1- Zn partnership with ~ouernment for !hiLfingSafety DATE: 31 12/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-803 @l-xEq 0 APPLICANT 0 PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 2410 Appian Dr. PROJECT NAME: Frazee 2nd Story Room AddIGarage AddIBay Window 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 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. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. w The applicant's copy of the check list has been sent to: John Frazee 2410 Appian Dr. Carlsbad, Ca. 92008 w Esgil Corporation staff did not advise the applicant, except by mail, 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: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: Mike Puckett Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 3/4/99 tmsmU.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 Fax (619) 560-1576 Carlsbad 99-803 31 12/99 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES ROJECT ADDRESS: 2410 Appian Dr. LOOR AREA: 343sf Rm Add STORIES: 2 208sf Gar Add HEIGHT: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: 3/3/99 ESGIL CORPORATION: 3/4/99 PLAN REVIEWER: Mike Puckett 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 Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). 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, 1994 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 lor a CODV) where each correction item has been addressed. i.e., Dlan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 1. GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3fcrw.dot Carlsbad 99-803 31 12/99 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial 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 calculationslreports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1 161. 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 calculationslreports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculationslreports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). 3. Please provide the Engineer’s calculations for the design as shown on the plans for plan review. Have the Engineer stamp seal and sign with expiration date the calculations. 4. Per the City of Carlsbad policy two story additions require a soils report. Please provide a soils report. Include in the plans and the Engineer’s calculations the findings and recommendations from the soils report. 5. Please provide a detail for the hold down devises and their anchors. 6. It appears from the foundation plan that a retrofit hold down anchor will be used at the existing masonry wall at the garage shear panel. If so, please detail the hold down anchor embed showing the approved anchor diameter and length and the manufacturer and ICBO listing for the epoxy anchoring system proposed. Please complete the following for any items that will require special inspection. Carlsbad 99-803 3/12/99 REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building 7. 8. 9. Code. ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI PRESTRESSEDSTEEL FIELD WELDING EXPANSlONlEPOXY ANCHORS STRUCTURAL MASONRY PILESEAISSONS OTHER When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. Provide truss details and truss calculations for this project. The City of Carlsbad does not allow for the deferral of trusses. Per UBC Section 2343.6, provide the following note on the plans if trusses are used: “Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: a) Identity of the company manufacturing the truss. b) The design load. c) The spacing of the trusses.” Show location of attic access with a minimum size of 22”x30”, unless the maximum vertical headroom height in the attic is less than 30. Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30“ headroom clearance is required above the opening. Section 1505.1. HIGH-STRENGTH BOLTS SPRAYED-ON FIREPROOFING DESIGNER-SPECIFIED Carlsbad 99-803 3/12/99 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., 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 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 61 9/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Mike Puckett at Esgil Corporation. Thank you. Carlsbad 99-803 31 12/99 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER’S NAME: I, as the owner, or agent of the owner (contractors may employ the special inspector), certify that I, or the architectlengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineedarchitect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed I. List of work requiring special inspection: 0 Soils Compliance Prior to Foundation Inspection Field Welding 0 Structural Concrete Over 2500 PSI 0 High Strength Bolting 0 Prestressed Concrete 0 ExpansionlEpoxy Anchors 0 Structural Masonry 0 Sprayed-On Fireproofing 0 Designer Specified 0 Other 2. Name(s) of individual@) or firm(s) responsible for the special inspections listed above: A. 9. C. 3. Duties of the special inspectors for the work listed above: A. 9. C. Carlsbad 99-803 3/12/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-803 PREPARED BY: Mike Puckett DATE: 3/12/99 BUILDING ADDRESS: 2410 Appian Dr. BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN I I I I I I TOTAL VALUE 0 1994 UBC Building Permit Fee H Bldg. Permit Fee by ordinance: $ 333.03 0 1994 UBC Plan Check Fee H Plan Check Fee by ordinance: $ 21 6.47 Type of Review: 0 Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 173.18 Comments: Sheet 1 of 1 macvalue.doc 5196 .I , 'r . City of Carlsbad DATE: 4.1 14 19 3 BUILDING ADDRESS: - 2410 HPP!F)d Fib PROJECT DESCRIPTION: RDD 73~bnso1~~'< 6ar4t urn ' ASSESSOR'S PARCEL NUMBER: 167 391 37 EST. VArUE: 38,398 BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB 39 - 0 6 3 ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been Please see the attached report of deficiencies approved. The approval is based on plans, information andlor specifications provided in your or specifications for compliance with applicable marked with 0. Make necessary corrections to plans submittal; therefore any changes to these items after codes and standards. Submit corrected plans andlor this date, including field modifications, must be reviewed by this office to insure continued specifications to this office for review. conformance with applicable codes. Please review with instructions in this report can result in carefully all comments attached, as failure to comply suspension of permit to build. w Right-of-way permit is required prior to construction of the following improvements: By: Date: By: Date: By: Date: I ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON 0 Dedication Application 0 Dedication Checklist Name: KATHLEEN M. FARMER City of Carlsbad 0 Improvement Application i] Improvement Checklist Address: 2075 Las Palmas Dr., Carlsbad. CA 92009 Phone: (619) 438-1161. ext. 4374 Future Improvement Agreement Grading Permit Application Parcel Map No: 7 Grading Submittal Checklist CFD INFORMATION -NOT 1 r~ CF b Lots: i] Right-of-way Permit Application Recordation: [? Right-of-way Permit Submittal Checklist Carlsbad Tract: 0 Sewer Fee Information Sheet A4 and Information Sheet BUILDING PLANCHECK CHECKLIST SITE PLAN 3m' 0 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow D. Property Lines B. Existing & Proposed Structures E. Easements C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets G. Driveway widths 0 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive percent towards an adjoining street or an approved drainage course. drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography 0 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commercial/industriaI 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 DISCRETIONARY APPROVAL COMPLIANCE 0 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 0 4b. All conditions are in compliance. Date: - BUILDING PLANCHECK CHECKLIST 1 ST/ /’ 3RW DEDICATION REQUIREMENTS d 0 0 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 $ LO. 08 0 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 4% &kId bGD /Wr/ o d C0-L.m 0 /e +% - &GCG& +dL Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %” x 11” plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications a be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 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 $ 18.40.040. , pursuant to Carlsbad Municipal Code Section Public improvements required as follows: i- 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 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: 0 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 $ 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. so Future public improvements required as follows: BUILDING PLANCHECK CHECKLIST 0 0 0 D 0 D 0 D 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective imorovements found adiacent to buildina site must be reoaired to the satisfaction of the Citv lnsoector prior to occuoancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 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 Gradina Permit must be issued and rouah aradinq aooroval obtained orior to issuance of a Building Permit. 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.) 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, tieing into public storm drain, sewer and water utilities. Right-of-way permit required for: BUILDING PLANCHECK CHECKLIST ,y ;dJ 3rd' kQ 0 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 0 10. 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 153, for assistance. Industrial Waste permit accepted by: Date: / 0 11. 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. 0 0 0 12. 0 Required fees are attached 0 No fees required 0 0 0 13. Additional Comments: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 940x03 Address %VIO AM;OC. r. Rd 2 Planner Ldqn &I\ Phone (619) 438-1 161, extension *SI 2 APN: b7- 5Yl- 3) 2 2 3 Type of Project 81 Use: &$;oh 222 Net Project Density: DU/AC 1 Zoning: f-d-10 General Plan: @A/\ Facilities Management Zone: 2 (y I I 1 Circle One - CFD linlnutl # Date of participation: Remaining net dev acres: 2sa *a$: XPX -N (For non-residential development: Type of land used created by 666 this permit: ) xxr amm CCE b6b Leaend: Item Complete (a Item Incomplete - Needs your action 0 0 Environmental Review Required: YES __ NO - TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: @ 0 0 Discretionary Action Required: YES __ NO - TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 0 Coastal Zone AssessmentlCornpliance Project site located in Coastal Zone? YES - NO/ CA Coastal Commission Authority? YES If California Coastal Commission Authority: Contact them at - 31 11 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES- NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum 2) Complete Coastal Permit Determination Log as needed. - NO- - Floor Plans). 94 0 0 lnclusionary Housing Fee required: YES __ NO / IEffective date of lnclusionary Housing Ordinance - May 21, 1993.1 - Data Entry Completed? YES NO (Enter CB t; UACT: NEXT12: Construct housing YIN; Enter Fee Amount (See fee schedule for amount): Return) - Site Plan: 0 0 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. /$ 0 2. Provide legal description of property and assessor's parcel number. Zoning: @ 0 1. Setbacks: - I' Front: Interior Side: Street Side: Rear: Required 2"' Shown /To' Required lo' Shown K Required - Shown - Required 2-0 ' Shown 22' 0 2. Accessory structure setbacks: I Front: Required Shown Interior Side: Required- Shown Shown Shown - Shown - 0 4. Height: Required yo Y> Shown '(* % Required 3 0 ' Shown 23' & 13 0 5. Parking: Spaces Required 2.) Shown 2 I Guest Spaces Required Shown 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER s(c. DATE 3-3-7 STRUCTURAL CALCULATIONS FOR: RESIDENCE ADDITION FOR: MR. AND MRS. JOHN FRAZEE 2410 APPIAN ROAD CARLSBAD, CA 92008 28-Jan-99 BY: SOUTHBAY CONSULTING ENGINEERS 426A PHILLIPS WAY VISTA, CA 92083 (760) 726-9500 FAX: (760)726-9898 CONTENTS: 1 DESIGN LOADS ...................................................... PAGE 1 2 VERITCAL LOAD ANALYSIS (ROOF) ....................... PAGES 1-3 3 VERTICAL LOAD ANALYSIS (FLOOR) ........................ PAGES 1-2 5 SEISMIC ANALYSIS (FRONTTO REAR) ..................... PAGES 1-4 6 SlESMlC ANALYSIS (SIDE TO SIDE) ......................... PAGES 1-4 7 SHEARWALL SCHEDULE ..................................... PAGE 1 4 RETAINING WALL ................................................ PAGES 1-2 STRUCTURAL STANDARDS: 1 LUMBER: D.F. #2 MINIMUM U.N.O. 2 HARDWARE: SIMPSON STRONG TIE U.N.0 3 CONCRETE: 2,000 P.S.I. @ 28 DAYS 4 MORTAR & GROUT: (fc) = 1,500 P.S.I. 5 STEEL: 24,000 P.S.I. (Fy=40,000 P.S. I. 6 MACHINE BOLTS: 325A GRADE LARGER STRUCTURAL MEMBERS MAY BE SUBSTITUTED FOR THOSE SHOWN ON THE PLAN FOR ARCHITECTURAL REQUIREMENTS. THE STRUCTURAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL CHANGES TO THESE PLANS WITHOUT EXPRESS PRIOR WRITTEN APPROVAL OF THE SAID ENGINEER. THE SIGNING ENGINEERS SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE OR FAILURE OF THE EXISTING STRUCTURE OR DEISGN STRUCTURRE FAILURE OR DAMAGE CAUSED BY THE EXISTING STRUCTURE. PROJECT: RESIDENCE ADDITION FOR: MR. AND MRS. JOHN FRAZEE DATE: 2410 APPIAN ROAD 1/28/99 CARLSBAD, CA 92008 DESIGN LOADS ROOF LOADS ICONC. TILE) - LT. WT.CONC. TILE 6.00 PSF 112 CDX PLYWOOD 1.50 PSF ROOF TRUSSES @ 24 O.C. 3.00 PSF 112 GYP BOARD 2.50 PSF INSUUMISC. 1 .OO PSF EXTERIOR WALL LOADS 718" STUCCO 10.00 PSF 2x4 @ 16' O.C. 1.50 PSF 112 GYP BOARD 2.50 PSF INSUL.IMISC. 1.00 PSF D.L. 14.00 PSF L.L. (4:12 PITCH) 16.00 PSF ROOF LOAD 30.00 PSF FLOOR LOADS 518" T & G PLYWOOD 2.00 PSF 510" GYP. BOARD 3.20 PSF INSULIMISC. 1 .OO PSF 2 x @ 16 O.C. 2.80 PSF D.L. 9.00 PSF L.L. 40.00 PSF FLOOR LOADS 49.00 PSF EXT. WALL LOAD 15.00 PSF INTERIOR WALL LOADS 2-112" GYP BOARD 5.00 PSF 2x4 @ 16" O.C. 1 SO PSF INSULJMISC. 1.50 PSF INT. WALL LOAD 8.00 PSF ~ ~~ VERTICAL LOAD ANALYSIS PROJECT: FRAZEE ADDITION 2410 APPIAN ROAD DATE 1/28/99 CARLSBAD. CA 92008 CON. TILE ROOF = FLOOR = 30.00 EXT.WALL = 15.00 49.00 BALCONY = INT. WALL = 8.00 0.00 ROOF MEMBERS: R-HDR ROOF HEADER, R-JST ROOF JOIST, R=BM ROOF EM R- RAFTER TYPICAL: ROOF P.S.I. 2.00 FT. = 60.00 DEF. 0.00 IN. MAX INT. WALL 0.00 FT. = EXT.WALL 0.00 FT. = FLOOR 0.00 FT. = BALCONY - 0.00 FT. = SPAN = 0.00 PSI Fv = Fb = 95.00 PSI E 1025.00 PSI = 1700000.00 PSI 0.00 MX 0.00 IN. # 0.00 - sx= 0.00 REQD.A= 0.00 IN.A2 < 0.00 IN."2 0.00 60.00 0.00 IN.A3 c I = #DIV/O! IN."4 < 0.00 IN."3 0.00 IN."4 b= d= 0.00 0.00 ROOFTRUSSESBYOTHERS R- HDR 1 ROOF INT. WALL EXT.WALL FLOOR BALCONY SPAN = Fb = Fv = E P - - - - 15.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = Q,QQ FT. = 95.00 PSI 6.00 PSI 1700000 PSI 925.00 PSI 1350 # P.S.I. 450.00 DEF. 0.20 IN. MAX 0.00 MX 24300.00 IN. # 0.00 0.00 REQD.A= 21.32 IN."2 < sx= 0.00 IN."2 28.27 N"3 e 450.00 0.00 IN."3 I = 38.59 IN."4 < 0.00 IN.A4 b;; 0.00 d= 0.00 USE: SEE POINT LOAD CALCS ATTACHED ROOF INT. WALL EXT.WALL FLOOR BALCONY SPAN = Fv E - - Fb = - - 4.00 FT. = 0.00 FT. = 0.00 FT. = 0.00 FT. = &QQ FT. = 12.00 PSI 95.00 PSI I700000 PSI 925.00 PSI P.S.I. 120.00 DEF. 0.40 IN. MAX 0.00 MX 25920.00 IN. # 0.00 0.00 REQ'D.A= 10.22 IN.A2 < - 0.00 sx= 28.02 IN."3 c 25.38 IN."2 120.00 I= 82.33 N"4 c 111.15 IN.A4 30.86 N"3 b= 3.50 d= 7.25 USE: 4 X 8 D.F. #2 OR BETTE8 R-HDR3.466 ROOF INT. WALL 3.00 FT. = EXT.WALL 0.00 FT. = 0.00 FT. = FLOOR BALCONY 0.00 FT. = &QQ FT. = SPAN = Fv = 8.00 PSI 95.00 PSI Fb = 925.00 PSI E = 1700000 PSI P.S.I. 90.00 DEF. 0.27 IN. MAX 0.00 MX 8640.00 IN.# 0.00 0.00 RW'D.A= 5.03 IN.'2 < Qg sx= 19.25 IN.?2 90.00 I= 18.30 IN.'4 < 48.53 IN."4 9.34 IN.9 < 20.29 IN."3 * a= b= 5.50 3.50 USE: 4 X 6 D.F. X2 OR BETTER PROJECT: FRAZEE RESIDENCE ADDITION 1/28/99 2410 APPIAN ROAD CARLSBAD, CA SIMPLE BEAM WITH POINT LOAD ROOF HDR I P= L= Ip = Iw = W= Fv = Fb = E= 1350.00 LBS DEFLN = 0.24 IN. MAX. 450.00 PLF MX MOM= 48600.00 IN/# 6.00 FT 1 .OO FT 6.00 FT REQ. A= 31.97 IN. "2 REQ. SX= 47.41 IN. "3 REQ. I= 83.62 in. "4 95.00 PSI 1025.00 PSI 1700000.00 PSI < < < b= d= - USE: 4 X 10 D.F. #I OR BETTER 32.38 IN. "2 49.91 IN. "3 230.84 IN. "4 3.50 in. 9.25 in. VERTICAL LOAD ANALYSla PROJECT FRAZEE ADDITION 2410 APPIAN ROAD CARLSBAD. CA 92008 DATE: 1/28/99 CONC. TILE ROOF - FLOOR LOAD = . 30.W EXT.WALL = 15.00 49.00 DECK = INT. WALL = 8.00 0.00 FLOOR MEMBERS: FHDR (FLOOR HEADER), F-EM (FLOOR BEAM). ETC. F - JOIST TYPICAL ROOF 0.00 FT. = 0.00 DEF. 0.40 IN. MAX INT. WALL UCT.WALL 0.00 FT. = 0.00 MX 14076.72 IN. # FLOOR 0.00 FT = 1.33 FT. = 0.00 DECK 65.17 REQ'D.A= 0.00 FT = 5.38 IN."2 c 13.88 IN."2 85.17 - 0.00 sx= 13.73 IN."3 < 21.39 IN."3 I = 44.71 IN."4 < 98.93 IN."4 P.S.I. - SPAN = Fv 12.00 PSI b= 1 SO Fb = - 95.00 PSI d= 9.25 E 1025.00 PSI = 1700000.00 PSI f X 10 D.F. 111 OR BETTER @I 16" O.C. - F-BEAM1 ROOF EXT.WALL INT. WALL FLOOR DECK SPAN = Fv = Fb = E - - 0.00 FT. = 0.00 FT. = 14.00 FT. = 0.00 FT. = a FT. = 95.00 PSI 18.50 PSI I700000 PSI 1600.00 PSI P.S.I. 0.00 DEF. 0.74 IN. MAX 0.00 MX 352175.25 IN. # 0.00 686.00 REQ'D.A= 88.43 IN."2 < 91.50 IN."2 886.00 &@ SX= 220.11 IN.A3 < 232.56 IN."3 I = 1437.19 IN."4 c 1773.29 IN."4 d= b= 8.00 15.25 USE: 4 - 2 X 16's D.F. SELECT STRUCT. W/ SIP BOLT 12" O.C. STAGGERED F-HDRI ROOF INT. WALL 2.00 FT. = 60.00 DEF. 0.57 IN. MAX 0.00 FT. = EXT.WALL FLOOR 8.00 FT = 8.00 FT. 120.00 392.00 REQD,A= 22.08 IN."2 c DECK a FT. = sx= 86.56 IN."3 < 171.50 NA3 73.50 IN.&2 572.00 I = 948.45 IN."4 < 1200.50 IN."4 P.S.I. 0.00 MX 247962.00 IN. # SPAN = 17.00 PSI b= 5.25 Fv 285.00 PSI Fb = d= 14.00 2800.00 PSI - E = 2000000.00 PSI - USE: 6 114 X 14" PARALAM F - HDR 1 ALTERNATF ROOF P.S.I. 2.00 FT. = 60.00 DEF. 0.57 IN. MAX INT. WALL 0.00 FT. = 0.00 MX 247962.00 IN. # FLOOR EXT.WAL1 8.00 FT. = 120.00 8.00 FT. = 392.00 REQD,A= 65.10 1N.V < DECK 85.25 IN."2 - 0.00 FT. = - 0.00 SX" 190.74 IN."3 < 220.23 IN."3 572.00 I= 1115.83 IN."4 c 1706.78 IN."4 SPAN = 17.00 PSI Fv Fb = E 1300.00 PSI b= 5.50 95.00 PSI d= 15.50 - - - - 1700000 PSI USE: 8 X 16 D.F. SFLECT STRUCT, FRAZEE 2410 APPIAN ROAD MASONRY RETAINING WALL 1/28/99 CARLSBAD. CA (CANTILEVER) X. COURSES fm = 1500PSI 6X8X16 0.00Fr. 0 S fm = 250 PSI 8X8X16 3.33 FT. 5 7 fs= UWWMPSI 12X8X16 0.00Fr. 0 11 n = 25.8 DJHXFT. 0 14 a= 1.53 TOTAL 3.33 FT. 5 j = 0.919 k= 0.244 K= TOTAL HEIGHT OF WALL = 3.33 Fr. 40.0 LENGTH OF FOOTING = 2.00 222 ek = 0.333333 IT. DEPTH OF FOOTING = LENGTH OF TOE = e ;ols0.30402 Fr. E.F.P. OF SOIL = 0.00 PCF 1.5 X OTM SOIL BEARING = RM 1596 MEF.FRICTION = 6X8X16 5.625 IN. 0.00 FT. 8X8X16 7.625 IN. 0 LBS 3.33 FT. 0 IT.# 12X8X16 11.625 IN. 0.00 Fr. 317 LBS 313 Fr.# 16X8X16 0 LBS 0 FT.# SOIL 1 = 15.625 IN. 0.00 Fr. 0 LBS 0.69 FT. 0 FT.# 3.33 Fr. SOIL 2 = 254 LBS 0.36 Fr. 420 Fr.# SOIL 3 = 0.00 Fr. 0 LBS 0 Fr.# 0.03 Fr. 0.00 Fr. 0 LBS 0 Fr.# SIZE HEIGHT WEIGHT R.MOMENT FOOTING = 2.00 Fr. 1.00 Fr. 300 LBS 5DNC.ADD.lSW. 300 IT.# TOTAL 4.33 Fr. 1322 LBS 1596 FT.# m. 4SflBS 568Fr.# O.T.M. = 611 Fr.# SOIL PRESSURE 1 = 58 PSF TOTAL Pp = SOIL PRESSURE 2 = 1264 PSF 1202 PSF Pp = 200#/FfA2 SLIDING FORCE = 469 PSF FRIC.RESITANCE = 463 PSF REQUIRED PASSIVE SOIL RESISTANCE = -294 #R. REQUIRED SHEAR KEY = OF PASSIVE SOIL RESISTANCE IS NEGATIVE, KEY IS NOT REQUIRED.) -12 IN. BEOUIRED STEEL 6X8X16 ?? SQ.IN. ?? ?? 0.047 SQ.IN. 8X8X16 0.038 SQ.IN. 7 12 0.064SQ.IN. 12X8X16 16X8X16 0.022 SQ.IN. 13 21 0.098 SQ.IN. FOOTING 0.015 SQ.IN. 19 30 0.131 SQ.IN. 0.022 SQ.IN. 13 20 0.202 SQ.IN. VERTSTEEL #4 X 8" #5 X 8" HOESTEEL FRAZEE 2410 APPIAN RAOD 33FHEIGHT STEEL FOR 6X8X16 BLOCK - USE #4 BAR @ 0 IN. O.C.. OR - #5 BAR (PIN .. 0 C. STEEL FOR 8X8X16 BLOCK - USE #4 BAR @ 24 IN. O.C., OR #5 BAR mN. O.C. STEEL FOR 12X8X16 BLOCK - USE #4 BAR @ 0 IN. O.C., OR #5 BAR @IN. O.C. STEEL FOR 16X8X16 BLOCK - USE #4 BAR @ 0 IN. O.C., OR #S BAR (PIN 0 C HORIZONTAL STEEL #4 @ 24 O.C. CONTINUOUS FOOTING STEEL #4 @ 24 O.C. TRANSVERSE 3 CLEAR . .. 4 - #4 BAR CONTINUOUS I \ I PROJECT: FRAZEE ADDITION 241 0 APPIAN ROAD CARLSBAD. CA 92008 LATERAL FORCE ANALYSIS DATE: 1/28/99 WEIGHT OF CON TILE ROOF = 14.00 PSF UT. WALL= FLOOR = 9.00 PSF CONC. WALL = 0.00 PSF INT. WALL = BALCONY = HEIGHT OF EAVE 17.00 FT. h3 = FLOOR = 17.00 FT. 9.00 FT. h2 = 8.00 FT. BASE = 0.00 FT. hl = 2.00 FT. FORCES: FRONT TO REAR AT ROOF: SEISMIC LENGTH NUMBER " ROOF 12.00 1 .oo EXT. WALL 4.00 1 .oo INT. WALL 4.00 1 .oo WIND: HEIGHT U S.F. 7.00 22.00 AT FLOOR: SEISMIC LENGTH NUMBER FLOOR 12.00 1 .oo EXT. WALL 8.00 1 .oo INT. WALL 8.00 1 .oo BALCONY 0.00 0.00 CONCWALL 0.00 0.00 WIND: HEIGHT: U S.F. 9.00 22.00 ROOF = FLOOR - x V=ZlCW/Rw 14.00 0.183 15.00 8.00 0.183 0.183 TOTAL y/sF V=ZICW/Rw 9.00 0.183 15.00 8.00 0.1 83 0.183 0.00 0.183 0.00 0.183 TOTAL AT BASE: SEISMIC LENGTH NUMBER XISF V=ZICW/Rw FLOOR 12.00 0.00 9.00 0.183 CYT. WALL 4.00 1 .oo 15.00 0.183 INT. WALL 4.00 1 .oo 8.00 0.183 CONC.WALL 0.00 0.00 0.00 0.183 TOTAL WIND: HEIGHT: Y/ S.F. 4.00 22.00 = 15.00 PSF 8.00 PSF 0.00 PSF #IFT 30.74 10.98 5.86 47.58 #/FT. - 154.00 #/FT. #/FT 19.76 21 .% 11.71 0.00 0.00 53.44 #/FT. - 198.00 #/FT. #/FT 0.00 10.98 5.86 0.00 16.84 #/FT. - 88.00 #/FT. PROJECT: FRAZEE ADDITION 2410 APPIAN ROAD CARLSBAD, CA 92008 LATERAL FORCE DISTRIBUTION WIND GOVERNS - DISTRIBUTION FOR INFORMATION ONLY FORCES: FRONT TO REAR FORCE/ ACCUMULATED PLACE wxWFT hxFT. hxwxFT# Mx % WXWFT wxm AT ROOF 154.00 17.00 2618.00 0.81 240.09 240.09 AT FLOOR 53.44 8.00 427.49 0.13 39.20 279.30 AT BASE 88.00 2.00 176.00 0.05 16.14 295.44 295.44 3221.49 1 .OO 295.44 PROJECT: FRAZEE ADDITION DATE: 1/28/99 2410 APPIAN ROAD, CARLSBAD, CA SECOND FLOOR SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT. FORCES FH YFT. FRONTTO REAR ROOF = 14.00 PSF hl = 17.00 ATROOF = 154.00 (R-FH) FLOOR - 9.00 PSF h2 = 8.00 AT 2-FLR = 53.44 (ZF-FH) EXTWALL- 15.00 PSF h3 = 2.00 AT EASE = 88.00 (B-FH) INT.WALL= 8.00 PSF BALCONY = 0.00 PSF VEN.WALL= 0.00 PSF FRONT TO REAR UNEAhB TOTAL WALL (MI) = 6.00 FT. ROOF = 14.50 FT 203.00 LENGTH OF SHEAR WALL (Ll) = TRIBUTARY AREA (T) = 0.00 0.00 MIN. PANEL WIDTH (MPW) = 3.00 FT. EXT WALL= 8.00 FT. 120.00 BALCONY. 0.00 FT 0.00 C.WALL = 0.00 FT 0.00 FV- P LUFT. 6.00 FT. 13.00 FT. FLOOR = INT WALL= 0.00 FT 0.00 FT. TOTAL D L. = 323.00 SHEAR = ((R-FH+(F-FH)x TIL1 333.67 WFT. USE PANEL -~ 8 ONE SIDE PLATE FORCESIANCHOR = (RF-H+ZF-FH)X TI(W) = NAILING USE: 2 X PLATE W116d NAILS @ 3 IN. O.C. STAGGERED ANCHOR USE. ZXPLATEWIlTC'DIA.XlCYA.B.@ - 334 WFT 5WDIA.XlO"A.B.@ 23 IN. O.C. OR 29 IN. O.C. MINIMUM EMBEDMENT r INTO CONCRETE UPLIFTIDOWNTHRUST O.T.M. = R-FHxTxMPWIUxhl = 8008 #FT R.M. = PlxMPW"212 = NET UPLIFT = OTM-RMIMPW = 2256 #FT 1235 #FT HOLDOWN USE: MST48W12-2X4 PI = TOTAL DLx.85 = 275 # h'= 17rn 1 i R-FHxTxMPWILl = FORCE AT ROOF 1001 # 8 ONE SIDE FT. UPLIFTIDOWNTHRUST = 2258 # - USE: MST48WIZ-ZXl MPW = A 3 FT. 0 - PROJECT FRAZEE ADDITION 3410 APPIAN ROAD, CARLSBAD, CA DATE: 1/28/99 BASE SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS FT. FORCES FH #ET. FRONTTO REAR ROOF = 14.00 PSF FLOOR. hl = 8.00 ATROOF. 154.00 (R-FH) EXT.WALL= 15.00 PSF h3 = 2.00 AT BASE = 88.00 (B-FH) INT.WALL= 8.00 PSF BALCONY = 0.00 PSF CON.WALL= 0.00 PSF 9.00 PSF h2 = 17.00 AT 2-FLR = 53.44 (ZF-FH) FRONT TO REAR LINE A B B TOTAL WALL (TW) = FV=P 40.00 FT. ROOF = 16.00 FT. 210.00 LENGTH OF SHEAR WALL (Ll) = 28.00 FT. FLOOR = 1 .oo FT. 9.00 MFT. TRIBUTARY AREA (T) = 13.00 FT. INT.WALL= 0.00 FT 0.00 MIN. PANEL WIDTH (MPW) = 22.00 FT. EXT WALL= 16.00 FT. 240.00 BALCONY= 0.00 FT. 0.00 C.WALL = 0.00 FT. 0.00 TOTAL D L. = 267.00 SHEAR = ((R-FHcF-FH+B-FH)x TL1 - 96.31 #/m. USE PANEL - 15 ONE SIDE PLATE FORCESiANCHOR = (RF-H+2F-FH+B-FH)X T/(TW) = 96 #/FT NAILING USE: ANCHOR USE: 2 X PLATE Wi 112"DIA. X lo" A.B. @ - 1; IN. O.C. OR - 2 X PLATE W116d NAILS @ 25 IN. O.C. STAGGERED 5/6 DIA. X lo" A.B. @ - 142 IN. O.C. MINIMUM EMBEDMENT 7 INTO CONCRETE UPLlFTiDOWNTHRUST O.T.M. =(FlxhZ/MPW)+(F~hllMPW)= R.M. = P1xMPWA2/2 = NET UPLIFT = OTM-RMIMPW = HOLDOWN USE. NOT REQUIRED PI = TOTAL DU.85 = 227 # V h2= 17 FT. - 15 ONE SIDE 8 FT 54922 #/FT 1414 #/FT -1082 WFT. MPW = 22 FT R-FHxTxMPWiLI = FORCE AT ROOF = F1 1573 WFT. 545.8514 #/FT. 2F-FHxTxMPWiLl = FORCE AT FLOOR = F2 UPLlFTiDOWNTHRUST = -1082 WT. USE: NOT REQUIRFD PROJECT: FWEE ADDITION 2410 APPIAN ROAD CARLSBAD, CA 92008 WEIGHT OF: LATERAL FORCE ANALYSIS DATE: 1/28/99 CON TILE ROOF = 14.00 PSF EXT. WALL = FLOOR = 9.00 PSF CONC. WALL = INT. WALL = 0.00 PSF BALCONY = HEIGHT OF: EAVE = 17.00 FT. FLOOR = h3 = 9.00 FT. 17.00 FT. h2 = 8.00 FT BASE = 0.00 FT. hl = 2.00 FT FORCES: SIDE TO SIDE ROOF = AT ROOF: SEISMIC FLOOR = LENGTH NUMBER */SF V=ZICW/Rw ROOF 30.00 1 .oo 14.00 0.183 EXT. WALL 4.00 2.00 15.00 0.183 INT. WALL 4.00 1 .oo 8.00 0.183 WIND: HEIGHT U SF. TOTAL 9.00 22.00 = AT FLOOR: SEISMIC LENOTH- FLOOR 26.00 1 .oo EXT. WALL 8.00 2.00 INT. WALL 8.00 1 .oo BALCONY 0.00 0.00 CONC.WALL 0.00 0.00 WIND HEIGHT: */ S.F. 9.00 22.00 9.00 V-ZICWIRw 0.183 15.00 0.183 8.00 0.183 0.00 0.183 0.00 0.183 TOTAL AT BASE: SEISMIC LENGTH NUMBER */SF V=ZICW/Rw FLOOR 26.00 0.00 9.00 0.183 EXT. WALL 4.00 2.00 15.00 0.183 INT. WALL 4.00 1 .oo 8.00 0.183 CONC.WALL 0.00 0.00 0.00 0.183 WIND: TOTAL HEIGHT */ S.F. 4.00 22.00 = 15.00 PSF 8.00 PSF 0.00 PSF 30.00 FT. 26.00 FT. #/FT - 76.86 21.96 - 5.86 104.68 #/FT. 198.00 #/FT. #/FT 42.82 43.92 11.71 0.00 0.00 98.45 #/FT. - 198.00 #/FT. 0.00 21.96 5.86 - 0.00 27.82 #/FT. 88.00 #/FT. PROJECT: FRAZEE ADDITION . 2410 APPIAN ROAD CARLSBAD, CA 92008 DATE 1/28/99 WIND GOVERNS - DISTRIBUTION FOR INFORMATION ONLY LATERAL FORCE DISTRIBUTION FORCES: SIDE TO SIDE FORCU PLACE wxWFT hxFT hxwxFT# Mx % WxWFT Wx WFT ACCUMULATED AT ROOF 198.00 17.00 3366.00 0.78 298.89 298.89 AT FLOOR 98.45 8.00 787.63 0.18 69.94 368.83 AT BASE 88.00 2.00 176.00 0.04 15.63 384.45 384.45 4329.63 1.00 384.45 PROJECT: FRAZEE ADDITION 2410 APPIAN ROAD, CARLSBAD, CA DATE 1/28/99 COMPONENT DEAD LOADS: SECOND FLOOR SHEAR WALLS HEIGHTS FT FORCES FH UFT. SIDETOSIDE 17.00 ATROOF= 198.00 (R-FH) 2.00 AT EASE = 88.00 (B-FH) ROOF = 14.00 PSF hl = FLOOR - MT.WALL= 15.00 PSF 1NT.WALL- 8.00 PSF BALCONY = 0.00 PSF VEN.WALL= 0.00 PSF SIDE TO SIDE 9.00 PSF h2 = 8.00 AT 2-FLR = 98.45 (ZF-FH) h3 = TOTAL WALL (TWI = 12.00 FT Fv- P UFT. ROOF = 2.00 FT. 28.00 LENGTH OF SHEAR WALL (Li) = TRIBUTARY AREA (T) = 12.00 FT FLOOR = 0.00 FT. 0.00 MIN. PANEL WIDTH (MPW) = 4.00 FT D(T.WALL= 8.00 FT 120.00 0.00 C.WALL = BALCONY= 0.00 FT. 0.00 0.00 FT 0.00 14.00 FT. INT.WALL= 0.00 FT. TOTAL D.L. = SHEAR = ((R-FHYF-FH)x TiLi 231.00 WFT. USE PANEL 6 ONE SIDE PLATE FORCESIANCHOR = (RF-H+ZF-FH)XTI(TW) = NAILING USE: ANCHOR USE: 2 X PUTE WHEd NAILS @ 2 X PLATE WI 1R"DIA. X lo" A E. @ 98" DR. X lo" A.E. @ MINIMUM EMBEDMENT 7 INTO CONCRETE 148.00 " 231 MFT. 7 IN. O.C. STAGGERED IN. O.C. OR - 41 IN. O.C. UPLIFTIDOWNTHRUST O.T.M. = R-FHxTxMPWIWi I 7392 MFT 1006 MFT 1596 MFT R.M. = PixMPW"212 = NET UPLIFT = OTM-RMIMPW = HOLDOWN USE: MST48WIZ-2X4 P1 =TOTAL DLx.85 = 126 # hi= I7I 1 1 R-FHxTxMPWILl = FORCE AT ROOF 924 # 0 ONE SIDE FT. UPLIFTDOWNTHRUST = 1596 # - USE: MST48WIZ-ZX4 MPW = a 4 FT 0 Y PROJECT: FRAZEE ADDITION 3410 APPIAN ROAD, CARLSBAD, CA DATE: 1/28/99 BASE SHEAR WALLS COMPONENT DEAD LOADS: HEIGHTS R. FORCES FH UFT. SIDE TO SIDE ROOF = 14.00 PSF hl = 8.00 AT ROOF = 198.00 (R-FH) FLOOR - 9.00 PSF h2 = 17.00 AT2-FLR = 98.45 (ZF-FH) EXT.WALL. 15.00 PSF h3 = 2.0'3 AT BASE = 88.00 (B-FH) INT.WALL= 8.00 PSF BALCONY = 0.00 PSF CON.WALL= 0.00 PSF SIDE TO SIDE FV=P SIFT. TOTAL WALL (TW) = 13.00 FT. ROOF = 2.00 FT. 28.00 LENGTH OF SHEAR WALL (Ll) = 13.00 FT. FLOOR = 6.00 FT. 54.00 TRIBUTARY AREA (T) = 15.00 FT. INT.WALL= 0.00 FT. 0.00 MIN. PANEL WIDTH (MPW) = 2.50 FT. EXTWALLs 16.00 FT. 240.00 BALCONY. 0.00 FT 0.00 C.WALL = 0.00 FT. 0.00 SHEAR = ((R-FH+F-FH+B-FH)xTAl TOTAL D.L. = USE PANEL - 8 ONE SIDE 342.06 WFT. 312.00 PLATE FORCES/ANCHOR = (RF-H+ZF-FH+B-FH)X T/(TW) = NAILING USE: 2 X PLATE W/lW NAILS @ ANCHOR USE: 2 X PLATE W/ 1iZ"DIA X 10" A.B. @ 22 IN. O.C. OR 5/8"DIA. X 10"A.B. @ - MINIMUM EMBEDMENT 7 INTO CONCRETE 28 IN. O.C. - 444 WFT. - 5 IN. O.C. STAGGERED UPLlFTlDOWNTHRUST O.T.M. =(FIxhZ/MPW)YFZxhl/MPW)= R.M. = PlxMFWAZi2 = NET UPLIFT = OTM-RM/MPW = HOLDOWN USE: HDSAWI4X4 4793 #/n. 4461 WFT. 829 WT. PI =TOTAL DU.85 = hi = 81:= ' 1 R-FHxTxMFWA1 = FORCE AT ROOF = F1 17 FT. 8 ONE SIDE 571.1538 WFT. ZF-FHxTxMPWILl = FORCE AT FLOOR = FZ 283.9904 #/m. UPLIFT/DOWNTHRUST = 4461 WFT MFW = 3 FT SHEAR WALL SCHEDULE A A"' pLwm ww m-x PLW~ Ed 6' DL I.?' UC. I 260 Wm U'S U2' Y4W. SHOT PIN RI IM to1* NAIL *6' ce4m co.uIy e SeO VepU U'S U6' Ye'DlA WS U6' IM Cm!. NAIL 93' 86 4' DL le* UC. I 180 l/m US W4* V4% Ucm PIN RE' 166 CMNNL R4' (24/0) Canm 2 760 WWDIA AYS 916' S/Umh UT U6' IM Can. NNL 0.2' , SHEAR WALL SCHEDULE n A" v- 5d 1R.GlPfUWVULWARD 5d 7. oc 7'UC 1 UO LITmA. AWS R72' 114m. SHm PIN 1M CMII. N*R 116' NnE-3 CmER 2 ZW 11- AB'S 140, YYDIW PIN U6' 1M CWl NNL 10' 4. UC 4. DL I YmIh AB'S W' Y4% Wm PIN 124. IM Con NUL I%?' NnE-3 CmLER 2 a0 yrm* ABS R32, Y4'DlW PIN UP 16d CmnNNL 16' ad 6' UC K' OC. 1 260 Y- U'S R32' Y4m. SMJT PIN 18' 166 Crm. NNL 16' (2410) cmm 2 SeO VePU AB'S 96' Y2'Dlh AWS M6' LM cmn NNL 03' A 3/8* Am* CPx PLwOIID pLwDrm 86 4' UC K' OC. 1 30 YePU AB'S e4' Y4% SWT PIN 10' 1M CMW. NNL 04. (2410) WHM 2 760 Ye%& WS 116' 51- AWS 96. 1M c[pII. NNL 12' 86 3°C P0.C 1 492 WePU AQ'S M' l/ixm*. AB'S 96' 1M CW. NNL 13' <24/0) CrmM 2 -4 Y49Ih AD'S 116' 3/4% AB'S 96' """_ I !! li BRACING WOOD TRUSSES: E.R.T.C TRUSS PREFABRICATED.. WITH UBC 25-17 INSPECTION ICBO AA-513 INTRODUCTION Fawn .lbl 8 8' ff I .. I r”” , h” CIVIL, GEOTECHNICAL. 6 OUALITV ENGINEERING FOUNOATION DESIGN * UNO SURVEYING *SOIL TESTING CONSTRUCTION MANAOEMENT 6 INSPECTION MR. & MRS. JOHN FRAZEE 2410 Appian Road Carlsbad, CA. 92008 Attention: Mr. Mike M Subject: Soi 1 Design Appian Road ills, Design Consultant CLIENT,: FRAZEE PROJECT: FRA 599 DATE: 2 JULY 1999 Parameters for the project located at 2410 , Carlsbad, CA. (APN: 167-381-37) Gentlemen: The following information is submitted and to be used in the design of foundations, retaining walls, and/or restraining walls for the subject project. The proposed development consists of a two story addition along the easterly side of the existing attached garage. LATERAL LOAD PARAMETER The lateral load parameters to be used in the design of the foundations, retaining and/or restraining wa1,ls (using level backfills) are derived from the friction angle, 0, obtained from the direct shear test from Test Pit #1 at a depth of 2 feet using the following formulas: A. Active Pressure Coefficient, Ka = I-sin 0. Passive Pressure Coefficient, Kp'= 1/Ka = 2.24 C. At Rest Pressure Coefficient, KO = 1-sin D'= 0.79 -1- 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083 760-945-3150 FAX: 760-945-4221 CIVIL GEOTECHNICAL 6 OUALlTYENGlNEERlNQ FOUNDATION DESIGN LAND SURVEYINQ *SOIL TESTING CONSTRUCTION MANAGEMENT 6 INSPECTION The equivalent fluid pressures are obtained by the following formulas: Active Pressure: z Ka 8 = 0.46 X 125.0 = 35 pcf Passive Pressure: z Kp 5 = 2.20 x 125.0 = 275 pcf Pressure at Rest: z KO 0 = 0.63 x 125.0 = 79 Pcf Applicable whereg wet density (125.0 pcf), 0 = 22: and z=l.O’. A coeff.icient of friction of 0.25 may be used for design of concrete on the native soils. FOUNDATIONS For foundation design purposes, the following earth pressures were calculated based on our shear test results: Shear Test: Cohesion = 480 psf; Angle of Friction = 22’. Allowable Bearing Value = 1700 psf Equivalent Fluid Pressure 58 Psf Passive Lateral Resistance = 275 psf Active Pressure 58 psf Coefficient of Friction = 0.25 It is recommended that the continuous perimeter foundations and concrete slabs for a light weight wood-framed structure shall be reinforced in accordance with the following minimum designs: a. For slab-on-grade or raised floors it is recommended that the continuous perimeter foundations for a two story structure shall extend a minimum depth of 18 inches and a minimum width of 15 inches into the firm native or compacted fill material as measured from the lowest adjacent grade. I -2- 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083 760-945-3150 FAX: 760-945-4221 CIVIL GEOTECHNICAL. 1 OUALITYENGINEERING FOUNDATION DESIGN LAND SURVEYING *SOIL TESTlNG CONSTRUCTlONUANAGEUEMd INSPECTION b. The cpntinuous perimeter foundations.shal1 be reinforced with a minimum of two No. 5 steel bars: one bar shall be placed 3 inches from the top of the foundation and the other bar shall be placed 3 inches from the bottom. c. All interior concrete slabs shall be a minimum of five inches in thickness and reinforced with a minimum of No. 3 rebar at 18 inches on center both ways placed in the center of the slab. The bars shall be bent downward into the perimeter footings to a depth of 3 inches from the bottom at 18 ihches on center. In order to minimize vapor transmission, an impermeable membrane (ie: visqueen) shall be placed over 3 inches of non-expansive sand. The membrane shall be covered with 2 inches of sand to protect it during.,construction and the sand should be lightly moistened just prior to placing concrete. All concrete used on this project shall have a minimum compressive strength of ,2500 psi unless otherwise stated on the Building Plans. If imported soil materials are used during grading to bring the building pad to the design elevations, or if variations of soils or building locations are encountered, foundation and slab designs shall be reevaluated by our firm upon the completion of the rough grading operation. Footings located on or adjacent to the top of slopes shall be extended to a sufficient depth to provide a minimum horizontal distance of 7 feet between the bottom edge of the footing and the face of the slope. These foundation recommendations are minimum design requirements for the finished grade soils encountered; however, actual foundations shall be designed by the Structural Engineer for the expected live and dead loads, and for wind and seismic 1 oads . -3- 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083 760-945-3150 FM: 760-945-4221 w CONSTRUCTION M.UfAGEMENT6 INSPECTION Findings of this Report are valid as of this date; however, changes in conditions of a property can occur with passage of time, whether they be due to natural process.or works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards occur whether they result from legislation or broadening of knowledge. Accordingly, findings of this Report may be invalidated wholly or partially by changes outside our control. Therefore, this Report is subject to review and should not be relied upon after a period of one year. In the event that any changes in the nature, design, or location of buildings are planned, the conclusions and recommendations contained in this Report shall not be considered valid unless the changes are reviewed and the conclusions of this Report are modified or verified in writing. This Report is issued with the understanding that it is the responsibility of the 'owner or of his representative to ensure that the information and recommendations contained herein are called to the attention of the project Architect and Engineer and are incorporated into the plans. Further, the necessary steps shall be taken to ensure that the contractor and subcontractors carry out such recommendations in the field. It is recommended that the Soil Engineer be provided the opportunity for a general review of the final design plans and specifications for this project in order that the recommendations of this report may be properly interpreted and implemented in the design. It is also recommended that the Soil Engineer be provided the opportunity to verify the foundation and slab construction in the field prior to placing concrete. (If the Soil Engineer is not accorded the privilege of making these reviews, he can assume no responsibility for misinterpretation of his recommendations). -4- 1611-A SO. MELROSE DRIVE #285, VISTA, CA 92083 760-945-3150 FAX: 760-945-4221 CIVIL, GEOTECHNICAL. 4 OUALITY ENGINEERING FOUNDATION DESIGN * UNO SURVEYING *SOIL TESnNG CONSTRUCTIONU~AGEMENT~ INSPECTION The Soil Engineer has prepared this Report for the exclusive use of the client and authorized agents. This Report has been prepared in accordance with generally accepted soil and foundation engineering practices. No other warranties, either expressed or implied, are made as to the professional advice provided under the terms of this agreement, and included in the 'Report. B & B Engineering, Inc. appreciate this opportunity to be of service. Should you have any questions regarding this project, please do not hesitate to contact us. -5- 161 1-A SO. MELROSE DRIVE #285, VISTA, CA 92083 760-945-3150 FAX: 760-945-4227 CERTIFICATE OF COMPLIANCE: RESIDENTIAL @age 1 of 2) CF-1R FA-Z €E A3D Pr/OU 2y/o &4PP/YA/ 273. rr9.4LcOhD Project Title Pro'ect Address Documentation Author Compliance Method (Package, Point System or Computer) Climate Zone /z/z 3/99 7 ~ .~~ Building Pcrnlil Y Plan Chcck I Dls &FLL cu2 7u PY@- PA.=J+wE a Telephone Enforccmcnt Agcncy Use Only - Total Conditioned Floor Area 393 R' Building Type: - Single Family X Addition (check one or more) - Multi-Family - Existing-Plus-Addition Front Orientation: //y9 Nod I Sou West I All Orientations and circle one) bL&=, ,,,& 3y3 Z@ ;/. = Ag.6 Rz*lovn &-br+Z{* T& T&L A-C~"Z> = 7g. L. Number of Dwelling Units: I Floor Consrmction Type: -(circleonsorbom) cz> py+e 2 - &"p-(GD> 5 I I Q' 0 Construction F??PlcLp 5.E 3 = /3Y Component Insulation Assembly Type Wall Wall u-13 Roof Roof R- W Floor Floor M.4- Slab edge Location I Comments R-value U-value (attic. garage. typical. etc.) 7-pc*L- sp.=+.L I. , FENESTRATION Shading Devices Fenestration Area Fenestration Orientation Interior (SO 'U-value Front ( ) (roller blind, em.) (shadcscrccn. clc.) (yes / no) (memi, wood, vlni I) Exterior Overhang Framing Thpe Front ( Left ( Left ( Rear ( Rear ( Right ( Right ( Skylight Skylight ZY 0.75 134 - Type /Covering (slab. cxvorcd. tilc. ctc.) Area (SO Thickness (inches) Location / Description (kitchcn. bath, etc) I Revised March 1,1996 ~~~ ~ - Nole: lnpur hydronic or combined hydronic dau under War Heuing System. except Daign Heating Load. Distribution Heating Equipment Minimum Type nnd Duct or Heat Pump Type (furnace. hcat Efficiency Location Piping Thermostat pump,etc.) (AFUE or HSPF) (dum. UIIG etc.) R-value Type Configuration (splil or package) Ef/S7/zvb Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location heal pump, evap. cooling) (SEER) (mic, elc.) R-value Heat Pump Duct Thermostat Configuration (split or package) Type Energy' Rated' Tank Factor or External Water Heater Distribution Tank Number Input (kW Capacity Recovery Standby' Insulation Type Type ' in System or BNlhr) (gallons) Efficiency Loss ("A) R-value H/ S7/W* I. For small gas storage water hcatem (rated inpuls ofless than or cqud u) 75.000 BtWhr), clectric rcsiswce. and hcat pump water hcatcrr. list Encrg). Factor. For iargc go3 sloragc wucr heaten (rated inpul ofprsater than 75.000 BNlhr). list Ratcd InpuI, Recovery ERiciency and Standby Loss For instantaneous gas water hcatcn. list ntcd input and rccovery efficicncics. - This ccnificatc of compliance lists the building features and perfonnancc speckcations nccdcd to comply with Title 24. Pans I and 6 of the California Code of Regulations, and thc adminisvativc regulations lo implcmcnt thcm. This ccnificatc hs been signcd by the multiple orientations, MY shading fcature that is varied is indicated in the Special Fcaturcs / Remarks section. individual with ovcrall design responsibility. When this certificate of compliancc is submincd for a singic building pian to be built in Designer or Owner (per Business and Professions Code) Documentation Author Namc: Name: t+#4-€ 6. D .&e- Titlflim: MlIL.5 =%'&& $ - Address: Address: /&ZY I/&& DZ Tclcphonc: (7b4 1 6 Lic. #: id 3s-g$3& ,- . TitldFim: T&&f- LO 34-407 7ko 9Y I Telcphonc: P uaaS'=/ I //S74' c& yz&lrY Enforcement Agency Namc: Title: ; Agency: Tclcphonc: Revised March 1, 1996