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Home My WebLink About1202 BASSWOOD AVE; ; CB982927; PermitBUILDING PERMIT Permit No: CB982927 /15/98 12:45 Project No: A9803793 ge 1 of 1 Development No: b Address: 1202 BASSWOOD AV Suite: rmit Type: RESIDENTAL ADD/ALT scel No: 205-052-13-00 Lot# : luat ion: 146,000 Construction Type: VN cupancy Group: Reference#: Status: ISSUED scription: 1,559 SF ADDITION WITH REMODEL Applied: 09/01/98 Apr/Issue: 10/15/98 Entered By: MDP Appl/Ownr : GAMACHE PAUL 760 434-4121 2558 ROOSEVELT STREET #301 CARLSBAD CA 92008 **A Fees Required *x* ........................... Fees : 2,443.00 Adjustments: .oo Total Fees: 2,443.0 Building Permit Plan Check Strong Motion Fee * BUILDING TOTAL Enter "Y" for Plumbing Each Plumbing Fixture o Each Building Sewer Each Install/Repair Wat Each Water Heater and/o Gas Piping System Enter "Y" for Electric Iss Enter "Y I' for Remodel Enter 'Y' for Mechanical Issu Install Furn/Ducts/Heat Pumps Each Exhaust Fan PLDA B > .28 955. WOl 01 WPRm 00 !e Dat 00 00 00 00 00 Y 00 00 00 00 00 00 Y 00 Y 00 Y 00 50 00 L * .- 02 1933 - 00 a - CITY OF CARLSBAD 2075 Las palmas Dr., Carlsbad, CA 92009 (619) 438-1161 -A .- J PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1 161 FOR OFFICE USE ONLY Plan Ck. Deposit <-/a. - Date Ll I lt'v Validated By /AD ' Business Name (at this address) Subdivision NamelNumber Description of Work ' #of Stories # of Bedrooms # of Bathrooms Name Address City StatelZip Telephone # Fax # (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 Codal or that he is exempt therefrom, and the basis for the alleged n. Any violation f Section 7031.5 by any applicant for a permit su pcts the applicant to a civil penalty of not more than five hundred dollars [$5001). b Q& 2.6 /L%&.&3& 34 41z.r City StatelZip Telephone # Wetr 49i Address I& Name State License # b7 6427 License Class A City Business License # 1 td Designer Name Address city Statelzip Telephone State License t & &0JcC 0 I have and will maintain a certificate of consent to self-insura for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 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 comp nsation insurance carrier and policy number are: Insurance Company b Policy No. 406507 - 47 Expiration Date hdndNt's (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IS1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Fallure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (8100.000). In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 1, 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 d# 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). 0 1. 2. 3. ithin 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). I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. 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 I address I phone I will provide some of the work, but I have contracted (hired),the following persons to provide the work indicated (include name I address / phone number / type Ah A .. of work): PROPERTY OWNER SIGNATURE / DATE 164~ 178 COAlt(sETETHl8 SECTIONFOR NoA1?ResIormIML 3Udk6P#kIT@OEItY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 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. 0 YES 0 NO I hereby affirm that there is a construmency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME / LENDERS ADDRESS F3: 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 Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every work authorized by s or abandoned at any APPLICANT'S SIGNATUR DATE 8kb k/7 II expire by limitation and become null and void if the building or or if the building or work authorized by such permit is suspended Uniform Building Code). City of Carlsbad Inspection Request For: 3/17/99 Permit# CB982927 Inspector Assignment: DH Title: 1,559 SF ADDITION WITH REMODEL Description: Type: RAD Sub Type: Job Address: 1202 BASSWOOD AV Suite: Location: APPLICANT : Owner: Remarks: Total Time: Lot GAMACHE PAUL MURPHY ERIC L Phone: 7607308903 Inspector: & Requested By: NA Entered By: CHRISTINE CD Description TOmments 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ~~ ~~ Inspection History Date Description 3/5/99 3/5/99 111 1/99 1/7/99 1/4/99 1/5/99 1/4/99 12/30/98 12/21/98 I 2/9/98 I 2/7/98 I 2/4/98 1Z1 198 1 1/20/98 I i/i 0198 I i/io/ga I 011 9/98 10/20/98 15 RoofIReroof 89 Final Combo 22 SewerNVater Service 22 Sewerwater Service 21 UndergroundlUnder Floor 22 SewerNVater Service 22 SewerNVater Service 17 Interior LathlDrywall 17 Interior LathlDrywall 16 Insulation 84 Rough Combo 84 Rough Combo 18 Exterior LathlDrywall 31 UndergroundIConduit-Wiring 13 Shear PanelslHD's 15 RooWReroof 1 1 Ftg/Foundation/Piers 21 UndergroundlUnder Floor Act lnsp Comments CO DH SEENOTICE CO DH AP DH CO DH ADDCIO NR DH CA DH NR DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH City of Carlsbad Inspection Request For: 3/16/99 Permit## CB982927 Inspector Assignment: DH Title: 1,559 SF ADDITION WITH REMODEL Description: Type: RAD 66- FS Sub Type: Phone: Job Address: 1202 BASSWOOD AV Suite: Lot Location: 4PPLICANT : GAMACHE PAUL Owner: MURPHY ERIC L Remarks: Total Time: Inspector: NF I' Requested By: NA Entered By: CHRISTINE EL Comments No FAJTFY CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspection History Date Description Act lnsp Comments 3/5/99 3/5/99 1/11/99 1 n/99 1/4/99 1/5/99 1/4/99 12/30/98 12/21 I98 12/9/98 12/7/98 1 U4/98 12/1/98 1 1/20/98 1 1 /I 0198 1 1 /I 0198 10/20/98 1011 9/98 15 RoofIReroof 89 Final Combo 22 Sewerwater Service 22 Sewerwater Service 21 UndergroundlUnder Floor 22 Sewerwater Service 22 Sewerwater Service 17 Interior LathlDrywall 17 Interior LathlDrywall 16 Insulation 84 Rough Combo 84 Rough Combo 18 Exterior LathlDrywall 31 UndergroundlConduit-Wiring 13 Shear PanelslHD's 15 RooWReroof 11 FtglFoundationlPiers 21 UndergroundlUnder Floor CO DH SEENOTICE CO DH AP DH CO DH ADDCIO NR DH CA DH NR DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH c L- f CITY OF CARLSBAD I E (760) 438-3550 BUILDING DEPARTMENT 2075 LAS PALMAS DRIVE TIME LOCATION a oa PERMITNO. % - 1;)-9a~ FOR INSPECTION CALL (760) 438-3101. RE-INSPECTION FEE DUE? YES ATION, CONTACT PHONE 8 CODE ENFORCEMENT OFFICER .- City of Carlsbad Inspection Request For: 3/5/99 Permit# CB982927 Inspector Assignment: DH Title: 1,559 SF ADDITION WITH REMODEL Description: Type: RAD Sub Type: Job Address: 1202 BASSWOOD AV Suite: Lot Location : 4PPLICANT : GAMACHE PAUL Owner: MURPHY ERIC L Remarks: Phone: Inspector: & Total Time: Requested By: JIM Entered By: CHRISTINE CD Description Act Comments 15 RooflReroof fY/ r/b>Cc/ 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical InsDection Historv Date Description 111 1199 1/7/99 1/4/99 1/4/99 1/5/99 1 U30198 12/21/98 12/9/98 12/7/98 I z419a 1 i12019a 131 I98 1111 0198 11110/98 10/20/98 1011 9198 22 SewerMlater Service 22 SewerNVater Service 21 UndergroundNnder Floor 22 SewerMlater Service 22 SewerNVater Service 17 Interior LathlDrywall 17 Interior LathIDrywall 16 Insulation 84 Rough Combo 84 Rough Combo 18 Exterior LathlDrywall 31 UndergroundIConduit-Wiring 13 Shear PanelslHDs 15 RooWReroof 11 FtglFoundationlPiers 21 UndergroundNnder Floor Act lnsp Comments AP DH CO DH ADDCIO NR DH NR DH CA DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH AP DH I E (760) 438-3550 2075 US PALMAS DRIVE .f CITY OF CARLSBAD BUILDING DEPARTMENT DATE TIME 1 FOR INSPECTION CALL (760) 438-3101. RE-INSPECTION FEE DUE? YES 1 i @I i PHONE ODE E~FORCEMENT OFFICER '5 I EsGil Corporation DATE: 09/25/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2927 SET: I1 0 PLAN REVIEWER 0 FILE PROJECT ADDRESS: 1202 Basswood Ave. PROJECT NAME: 2 Story Room Addition and Garage 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. 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 foward to the applicant 0 The applicant‘s copy of the check list has been sent to: contact person. Ix] 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 #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person REMARKS: By: Ray Fuller Esgil Corporation I7 GA MB 0 EJ PC Enclosures: 0911 8/98 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 c . EsGil Corporation In Partnership witti Government for BuiGfiy Safety DATE: OS/ 14/98 JURED ICTION: Carlsbad PLAN CHECK NO.: 98-2927 LAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 1202 BasswoodAve. PROJECT NAME: 2 Story Room Addition and Garage 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes 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 (XI The applicant’s copy of the check list has been sent to: contact person. Paul Gamache 2558 Roosevelt # 301, Carlsbad, Ca. 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed except by mail. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Paul Gamache Telephone #: (760) 434 41 21 Date contacted: (by: 1 Mail Telephone Fax In Person 0 REMARKS: By: Ray Mer Enclosures: Esgil Corporation 0 GA 0 CM 0 EJ 0 PC 09/03/98 Fax #: trnsrntl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (619) 560-1468 4 Fax (619) 560-1576 Carlsbad 98-2927 09/ 14/98 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 98-2927 JURISDICTION: Carlsbad PROJECT ADDRESS: 1202 BasswoodAve. FLOOR AREA: 3106 STORIES: 2 HEIGHT: 25 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 09/01 198 ESGlL CORPORATION: 09/03/98 DATE INITIAL PLAN REVIEW COMPLETED: 09/ 14/98 DATE PLANS RECEIVED BY PLAN REVIEWER: Ray Fuller 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 (or a COPY) where each correction item has been addressed, Le., plan 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) r3forw.dot Carlsbad 98-2927 09/ 14/ 98 0 PLANS I. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industriaI 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, 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. Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1 468. 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. Bring one corrected set of plans and calculationslreports to EsGil 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). Final sets 3. Indicate distance from property lines to the proposed building. Section 106.3.3 Distance from garage to house and from room addition to P/l's. 4. Clearly show the maximum building height based on the definition in Section 209. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination. 0 FIRE PROTECTION 5. Show locations of permanently wired smoke detectors with battery backup: a) b) c) d) Centrally located in corridor or area giving access to sleeping rooms (On E-I 1st floor) In the basement, if part of the dwelling unit. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. ( Top of stairwell) In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. (Needs to be in high part of ceiling in master bedroom Carlsbad 98-2927 09/ 14/98 0 GENERAL RESIDENTIAL REQUIREMENTS 6. 7. 0. 9. IO. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers and in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. ( Master bath and shower windows 3 and 7) b) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. ( Window 1 at entry) c) Walls enclosing stairway landings or within 5 feet of the bottom and top of stairways where the bottom edge of the glass is less than 60 inches above a walking surface 0 EXITS, STAIRWAYS, AND RAILINGS Guardrails (Section 509.1 ): a) b) c) Shall have a height of 36'. Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-B.( Not just noted) Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom element of a guardrail at a stair shall be less than 6". (Stairwell and deck) Provide stairway and landing details. Sections 1006.3, 1006.15 and 1006.2. a) Provide structural details including support . Handrails: a) b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. All stairs shall have handrails terminating in a newel or safety post. Section 1006.9. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction. Section 1006.1 2. Carlsbad 98-2927 09/ 14/98 ROOFING 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. Show attic ventilation. Minimum vent area is 1/150 of attic area (or 11300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 0 GARAGE Show lateral cross bracing at plate line, 0 FOUNDATION REQUIREMENTS Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4.. Section 1804.5 Show studs to be pressure treated or equal on page S-3 details 14 and 18. Need to detail retrofit- fit of holdowns on page S-I. Specify if special inspection required. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2317.3. Show pier size, spacing and depth into undisturbed soil for added piers under existing foundation. Table 18-1-0. Show minimum underfloor ventilation equal to 1 sq. ft for each 150 sq. ft. of underfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 231 7.7. 0 FRAMING Show minimum underfloor access of 18l x 24". Section 2317.3. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. (Garage) 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) b) The design load. c) Identity of the company manufacturing the truss. The spacing of the trusses." Specify roof pitch on page A6 for garage. Section 106.3.3. Carlsbad 98-2927 091 14/98 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 0 MECHANICAL (UNIFORM MECHANICAL CODE) Specify on the plans the following information for the fireplace(s), per Section 106.3.3: a) Manufacturer's name. b) Model namehumber. c) d) ICBO approval number, or equal. Show height of chimney above roof per I.C.B.O. approval or Table 31-8. ELECTRICAL (NATIONAL ELECTRICAL CODE) 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. 250-52 (e). This receptacle must be GFCl protected. Show on the plans that countertop receptacle outlets comply with 1993 NEC Art. 210-52(c), Need to show outlets so that no point more than 4 ft along wall line is without an outlet and show outlet at end of peninsula. Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art. 21 0-8, which reads as follows: All 1 25-volt1 single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink. 0 PLUMBING (UNIFORM PLUMBING CODE) Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 608.5 (If new ) 0 MISCELLANEOUS Are you replacing windows in existing part on page A-2? If so state header sizes. Show holdowns for garage on foundation plan pg. A-6 and specify stucco shear for other 3 walls if using for lateral restraint. Specify header sizes for garage. Provide roof framing plan for garage . Specify details and cross reference to detail pages for garage for page A-6. c ... Carlsbad 98-2927 09/ 14/98 33. Specify deck material for balcony and if solid 1/4 slope, material using if ripped maximum allowed. 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 921 23; telephone number of 6191560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Ray Fuller at Esgil Corporation. Thank you. Carlsbad 98-2927 09/ 14/98 Garage Deck VALUATION AND PLAN CHECK FEE 480 36 JURI SD ICTl ON : Carlsbad PLAN CHECK NO.: 98-2927 PREPARED BY: Ray Fuller DATE: 09/ 14/98 BUILDING ADDRESS: 1202 BasswoodAve. BUILDING OCCUPANCY: R3 U1 TYPE OF CONSTRUCTION: VN MULTl P L I E R ($) SFD Addition I 1560 Citv Est. 146.000 Air Conditioning TOTAL VALUE 146,000 199 UBC Building Permit Fee 0 199 UBC Plan Check Fee Type of Review: Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable Bldg. Permit Fee by ordinance: $ 800.50 0 Plan Check Fee by ordinance: $ 520.33 0 Other: Esgil Pian Review Fee: $ 416.26 Comments: Sheet1 of 1 macvalue.doc 5196 BUILDING PLANCHECK CHECKLIST DATE: v/4/98 PROJECT DESCRIPTION: o& rl ASSESSOR’S PARCEL NUMBER: 20 3- 0 5~ 13 ENGINEERING DEPARTMENT PLANCHECKNO.: CB 782 9 27 BUILDING ADDRESS: \ZUL ~assLJ&*h EST. VALUE: /- APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal: therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. A Right-of-way permit is required prior to construction of the following improvements: DENIAL Please ee the ched report of deficiencies marketa Ma necessary corrections to plans or spe for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. n B ate: By: Date: FOR OFFICIAL USE ONLY ORlZATlON TO ISSUE BUILDING PERMIT: By: I\ Date: f/?f v U ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication Application Name: Danna Trigs Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist City of Carlsbad Address: Phone: 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1 161, ext. 4374 CFD INFORMATION Parcel Map No: Lots: Right-of-way Permit Application Recordation: Carlsbad Tract: Right-of-way Permit Submittal Checklist and Information Sheet A4 Sewer Fee Information Sheet H \WORD rnm- @ BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: 4y Lines _“ts ht of Way Width & Adjacent Streets . Driveway widths Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining stieet 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 0 0 CI @DL 3. /Include on title sheet: d 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 cl 0 CI 4a. Project does not comply with the following Engineering Conditions of approval for Project No. cl 0 0 4b. All conditions are in compliance. Date: Rev. 12126186 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 1STJ 2NDJ 3RDJ CI D CI 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 $ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 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 OOr> , pursuant to Carlsbad Municipal Code Section 18.40.040. D CI - 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 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: (LlJ d CI 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent pro ert title report or 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. current grant deed on the property and processing fee of $ 5Ro so Rev. 12mv96 3 H:\WoRDWJCS\CHKLST8uWi Pbncheck CuSl BWM)1 Form DT.doc BUILDING PLANCHECK CHECKLIST Q cl D D Q Q Q Q Q 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future I m proverpen1 Agreemc 6d. No Public Improvements required. SPECIAL NOTE: Damaqed or defective improvements found adiacent to building site must be repaired to the satisfaction of the Citv Inspector prior to OccuDancv. 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). Write “No Grading” on plot plan if none is required. 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 Buildinq Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Nqte: Pad ceeificatjon mav be rewired even if a grading permit is not required.) ’ . 7d.No Grading Permit required. 7e.lf 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 1stJ 2ndJ 3rdJ D D D 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. cl D cl 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: c;L D CI 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 fir t. 12. / Required fees are attached D No fees required / 13. Additional Comments: H:\WORD\WCS\CHKLSTIBuiidiw Plan- Ckbl EPOOO1 Form DT.doc 5 Rev. 12/26/86 ~ - ~~ ~ ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 0 Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: \ 2 0 z <5 5 mdsd Bldg. Permit No. a- 9 gz92-7 Prepared by:QT3> Date: g/l 4 /% Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. .- . Types of Use: SF Sq. FtJUnits: EDU's: I Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS; List types and square footages for all uses. Types of Use: A Sq. FtJUnits: ADT's: 1 Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES In9 bridge 81 thoroughfare fee in District #l, reduced Traffic Impact Fee) 0 NO 0 1. PARK-IN-LIEU FEE PARK AREA i3 #: FEE/UNIT: X NO. UNITS: =s 0 2. TRAFFIC lMPACT FEE ADT's /UNITS: X FEWADT: =$ DIST. #3 - 1 0 3. BRIDGE AND THOROUGHFARE FEE (DIST. #I - DIST. #2 - ADT'sAJNITS X FEUADT: =$ 0 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SCl.TT.: X FEE/SQ.FT.NNIT: =$ 0 5. SEWERFEE PERMIT No. EDU's: X FEUEDU: =$ BENEFIT AREA. DRAINAGE BASIN: EDU's: X FEE/EDU: =$ ER LATERAL ($2,500) =$ 7. DRAINAGE FEES PLDA B: HIGH ROW x, =$ ABOVE FEES*: $ *NOTE: This calculation sheet is NOT a complete list of aN fees which may be due. Dedications and Improvements may also be required with Building Permits. PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 5%- 2427 Address (20 L EACGUJOO I> Planner (w~ Phone (61 9) 438-1 161, extension Y'fY7 APN: zOJ-OFOL/3 DU/AC Type of Project & Use: @& A w/mJ Net Project Density: Zoning: 12- / General Plan: Am Facilities Management Zone: Z- CFD linm# .- Date of participation: NA - Remaining net dev acres: - (For non-residential development: Type of land used created by Cir this permit: 1 Leaend: Item Complete Item Incomplete - Needs your action NO o( TYPE Environmental Review Required: YES - DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES - NOD( 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 Coastal Zone Assessment/Compiiance NO K Project site located in Coastal Zone? YES- - - CA Coastal Commission Authority? YES- NO If California Coastal Commission Authority: Contact them at - 31 11 Camtno 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 Floor Plans). 2) Complete Coastal Permit Determination Log as needed. lnclusionary Housing Fee required: YES NO= (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES - NO 7 (Enter CB 1; UACT; NEXTIZ; Construct housing YIN; Enter Fee Amount lSee fee schedule tor amount): Return Site Plan: 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. 2. Provide legal description of property and assessor's parcel number. Zoning: 1. Setbacks: Shown 40' I Front: Required Street Side: Required 10 Shown 3 I Rear: Required z&' Shown mer' tnterior Side: Required /cJ ' Shown /6' 2. Accessory structure setbacks: / Shown >20 Required / Front: lnterior Side: Required Shown - ---.L$$ Street Side: Required LO' Shown Mfl /o , Shown Shown Rear: Required 20 --v Structure separation: Required /O' @ 3. Lot Coverage: Required y ox Shown d4@ a 4. Height: Required /- Shown a' 0 0 5. Parking: Spaces Required 3 Shown 2 Guest Spaces Required Shown Additional Comments S 7iWS-I - SrDg WUST ;er A- L A/ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER &. DATE /J 18 September 1998 Ray Fuller Esgil Corporation 9320 Chesapeake Drive #208 San Diego, CA 92123 PDG I D€5IC;I\J5 . PO BOX 365 CARLSBAD. CA 92018 TEL (619) 434-4121 FAX (619) 434-4122 LIC # 678427 Re: 1202 Basswood. Carlsbad Plan Ck. No. 98-2927 We have addressed all items stated in your list of corrections, dated 9 / 14/98. throu& modifications to origiial tracings, as well as establishing some items as Not Applicable and/or Not Nmt?ssaq~ as per our conversations on Wednesday, 9/ 16. If you fee1 that any of the items have not been addressed to your satisfaction, please call me at (760) 434-4121 so that I may discuss with you your concerns, thereby (hopefully) expediting this process. Thank you for your cooperation. Paul D. Gamache cc: Carlsbad Buikiing Dept. rc- ~ LOVELACE . ENGINEERING i S&kiual Deslgn and Title 24 Energy Wss r- r- .. . :. . .. STRUCTURAL CALCULATIONS DATE: . ' AUGUST 14,19?8 . .. , P P J J J 1 1 1 J 1 1 1 1 1 J J J J LOVELACE ENG lNEEf3 I NG SHEET NO. A OF ,L Structural DcsIgn .ndTltlc 24 EnegyhnAyah CALCULATED BY f*P.T DATE 81 8/43 CHECKEO BY DATE SCALE 6496 Weathen Place Suite 200 San Diego. California 92121 619.535.9111 pharv 619.535.1989 Ibr TABLE OF CONTENTS 4 SUBJECT DESIGN CRITERIA ....................................................................................................................... LOADS .......................................................................................................................................... VERTICAL ANALYSIS/DESIGN .................................................................................................... FOUNDATIONS / RETAINING WALLS ............................................................................................ LATERAL ANALTSIS/DESIGN ...................................................................................................... SHEET 3 4- 6 7 8- IS DETAILS ........................................................................................................................................ .'.,,',,.., ...... .: ............. LOVEIACE SHEET NO. d OF .L ENGINEER I NG s- - CALCULATED BY DATE CHECKED SY DATE 6496 Weathers Place Suite 200 San Diego. California 92121 619.535.9111 phone 619.535.1989 mx SCALE c c I I- GOVER4INCi CODE: UBC 1294 CONCRETE: MASONRY: F'c.2000 psi, NO SPECIAL INSPECTION REQ'D. (U.N.O.1 ASTM C20, F'm: I500 psi, NO SPECIAL INSPECTION REQ'D (U.N.O.) J MORTAR: ASTN C270, F'c=1$00 psi, TYPE S GROUT: ASTM C416, F'c-2000 psi REINFORCING STEEL: ASTM A615, Fy: 40ksi FOR *3 AND SMALLER ASTM A615, Fy= 60ki FOR '4 AND LARGER (U.N.0.) ASTM A36, Fy: 36ksi (STRUCTURAL SHAPES 4 PLATES) ASTM A500, GRADE 6, Fy= 46ksi (STRUCTURAL TUBING) ASTM A53, GRADE 6, Fy: 35bi (STRUCTURAL PIPE) STRUCTURAL STEEL: WELDING: E10 SERIES-TYP., E90 SERIES FOR A615 GRADE 60 REINFORCING BARS SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECT. SA" LUMBER: DOUGLAS FIR LARCH, ALLOWABLE UNIT STRESSES AS PER UBC, CHAPTER 23 GLULAMS: SOIL: DOUGLAS FIR OF? DOUGLAS FIWHEM 24F-V4 FOR SIMPLE SPAN CONDITIONS 24F-VB FOR CANTILEVER CONDITION ALLONABLE BEARING PRESSURE = PQQ psf ACTIVE SOIL PRESSURE PC f ACTIVE SOIL PRESSURE(RESTRAINED1 = PC f PASSIVE SOIL PRESSURE PC f PCf SOIL DENSITY COEFFICIENT OF FRICTION MEXISTING NATURAL SOIL PER UBC TABLE 18-I-A SOILS REPORT BY: PROJECT NUMBER: DATED: SOIL CLASSIFICATION: I i 1 1 6496 Weathers Place Suite 200 San Mego. CaKornia 92121 619.535.91 11 619.535.1989 Ftu JOB ~ SHEET NO. OF Y CALCULATED BY DATE CHECKED 8Y OATE SCALE ROOF DEAD LOAD: ROOFING LPr-17. 5P1uu 1 ......................................................... SHEATHING ................................................................................... RAFTEWCEILING JOISTS OR TRUSSES ..................................... INSULATION ................................................................................... DRYHALL ..................................................................................... OTHER (ELEC., MECH., MISC.1 .................................................... TOTAL DEAD LOAD: LIVE LOAD: ( ?3 :\r Ply& ) TOTAL LOAD: 4 DEAD LOAD: FLOORING ( FLOOR .......................................... LT. HEIGHT CONCRETE .................... :: ......................................... SHEATHING ................................................................................... JOISTS ........................................................................................... OTHER (ELEC., MECH., MISC.1 .................................................... TOTAL DEAD LOAD: LIVE LOAD: (RESIDENTIAL USE PER UBC CHAPTER 161 TOTAL LOAD: DRYWALL .. /. ... .5IYth?. ................................................................ EXTERIOR WALL STUDS ............................................................................................. DRYHALL ..................................................................................... INSULATION ................................................................................... EXTERIOR FINISH ( 57~~-* 1 ..................................................... OTHER (MISC.1 ............................................................................. TOTAL LOAD: INTERIOR WALL STUDS ............................................................................................. DRYWALL ..................................................................................... OTHER (MISC.1 ............................................................................. TOTAL LOAD: 310 psr 1.5 4.0 1.5 2.5 0.5 13.0 psf 20.0 psf 33 -0 psf 2.0 p5F - .a, 2.0 3.5 2.5 3.0 13 .a p5F 55.0 psf 40.0 psF 1.0 p5f 2.5 1.5 10.0 1.0 16.0 psf 1.0 psf 5 -0 1.0 1.0 psf DECWOTHER a.0 psf - -0 2.0 3.5 10.0 0.5 18.0 psf b0.0 psf 7 €3 -0 p4f J J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LOVELACE ENGINEERING ShurnvllDUlp.ndTuk24~Ad@S CALCULATED BY DATE CHECKED BY OAT€ SCALE SHEET NO. 4 OF L. 6496 Weathen place Suite 200 San Dlego. Womb 92121 619.535.9111 ~au 619.535.1989 k~ LEVEL : *F MEMBERS: @VflG MAW(:W-I SPAN: I3 FT. UNIFORM LOAD HI= ( zbl/t>( '33 774F ) = QZ? PLF w2 = PLF PI = 4. LBS P2 = LBS RI = = 5361 LBS Rr: " LBS vmax: = 77010f LBS Mrnax = = 17,315- FT-LBS : lreq: ( t-- t.0~ TJS\ 1 = SC-S IN^ USE: 9 y2 * 14 GRADE: F-0- CAMBER: HARDWARE : OR 6YA (17'2 GRADE: F-vJ~ CAMBER: HARDWARE: MARK: SPAN: FT. 0 UNIFOWl LOAD HI = PLF w2 = PLF PI = LBS P2 = LBS RI = LSS Rt= LBS vmax = L3S Mrnax = FT -LB5 lreq = IN^ USE: GRADE: CAMBER: HARDWARE : OR GRADE: CAMBER: HARDWARE : MAW: SPAN : FT. 0 UNIFORPl LOAD 1.11 = PLF w2 = PLF PI = - LBS P2 = . LBS. RI = . LBS Rr= LE5 VmdX: LBS Mrnax = FT-LBS lreq = IN^ I USE: GRADE: CAMBER: HARDHARE: I I OR GRADE: CAMBER: HARDWARE : I 1 ...... ' ' ..* ,,.I, .. , ;.l.E't*,,.',.. ',' ;:,. ,"._, . , I 1 1 I L L L L L L L L 1 1 1 1 ’ OF LOVELACE SHEET NO. Q- .~d nh a CALCULATED BY DATE CHECKEO BY DATE ENGINEERING 6496 Weathers Place Suite 200 San Diego, Caltfornia 92121 619.535.9111 phon 619.535.1989 h SCALE LEVEL: FL-3- MEMBERS: GRADE: CAMBER: HARDWARE : I MARK:m-Z SPAN: -. 7.f FT ~UNlFORPl LOAD Nl = (14;/t)(% VCI~) 1 l3/.L ( 53 P~F = 73% PLF w2 = PLF PI = LBS P2 = LBS RI = = 2655 LBS Rr= LBS Vmax= = ZbqSLBS Mmax = : 4,776 FT-LBS I I lreq = =- IN^ USE: 4x12 GRADE: CAMBER: HARDWARE: OR GRADE: CAMBER: HARDWARE: MARK: SPAN. FT. 0 UNIFORM LOAD HI = PLF 1.12: PLF PI = LBS P2 = LBS RI = LBS Rr=- LBS Vmdx = LBS Mrndx: FT-LBS lreq = IN^ I USE: GRADE: CAMBER: HARDWARE: HARDWARE : I GRADE: CAMBER: I OR L L L L L L 1 1 1 1 1 1 1 1 I 1 1 1 LOVELACE SHEET NO. s~~ .nd ntk 24 CALCULATED BY DATE ENGl NEER I NG 6496 Weathas ace Suite 200 San Diego. Wornla 92 12 1 CHECKED BY DATE p-1 619.535~9111 Rvwv 619.535.1989 SCALE LEVEL: hoe MEMBERS: fJmDsj 7 I 1.12 = PI. ( 4 2s PLf) ( IG d/Z ) = 5.534 LBS Rr= : 5'210 LBS p~ Vmdx = = &so LBS I Mmax = = I5,6$7 FT-LBS lreq = - IN^ 1 USE: ~YZY /t7'3 GRADE: 7-M CAMBER: HARDHARE : ]OR GRADE: CAMBER: CIARDWARE: I MARC: SPAN: FT. UNIFOWT LOAD WI = PLF W2 = PLF PI = LBS P2 : LBS RI = LSS Rr: LBS Vmax = LBS Mmax = FT-LBS lreq = IN^ I USE: GRADE: CAMBER: HARDHARE: I lOR GRADE: CAMBER: HARDWARE: MAW(: SPANS FT. c] UNIFORM LOAD Wl: PLF LJ2: - PLF PI = - LBS P2 = * LBS RI : LBS Rr- - LB4 vmax = LBS Mmax: FT-LBS If eq = IN^ USE : GRADE: CAMBER: HARDWARE: 1 MARDWARE: I GRADE: CAMBER: J J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JOB SHEET NO. 7 OF LOVELACE ENGINEERING -Derson.rd=u-=w- CALCULATED BY DATE CHECKED BY OATE 6496 WdaY Place suite 200 619.535.9111 Rmr 619.535.1989- SCALE san Mego. callfd 92121 ALLOWABLE BEARING PRESSURE, q =IJooPSF (PER DESIGN CRITERIA) CONTINUOUS PERIMETER 4 BEARING WALL FOOTINGS: LOCATION: INT. ~oT~c~L \ *ST &J+G) w,. ( 34sj-;_)Is3 P5F) t 9'l I P5F ) = 977 PLF WIDTH REQ'D. (W,/q x 12) = = 11,7 IN [USE: Is " WIDE X 18 " DEEP HITH I * 5 TOP d BOTTOM 1 LOCATl ON : W, = PLF WIDTH REQ'D. (W,/q x 12) D IN I USE: 'I NIDE X " DEEP WITH * TOP 4 BOTTOM I LOCATION: W, = PLF WIDTH REQ'D- tw,/q x 12) : IN I USE: " AIDE X " DEEP NTH * TOP d BOTTOM I ISOLATED SPREAD FOOTINGS: MARK:F- I P= ( %-\) + 3S37 Ib> I USE: 53 " SQUARE X I8 " DEEP HITH 3 * 5 EA NAY (3" CLEAR FROM SOIL) I 1 USE: 53 " SQUARE X 18 " DEEP HITH 3 " 5 EA WAY (3" CLEAR FROM SOIL) 1 - L JOB 1 1 1 L L 1 1 1 1 1 1 1 1 I I 1 1 1 - LOVELACE SHEET NO. strwt-i D=W 24 ~ncgy CALCULATED BY DATE CHECKED BY DATE ENGINEERING 6496 Weathc~s Place Suite 200 San Dlego. California 92 12 1 619.535.9111 Ronc 619.535.1989 hx SCALE LATERAL ANALrsIsma ( TLo - 47541 A~\TIQLJ AREA: SEISMIC LOAD: WIND LOAD: SEISMIC ZONE: 4 EXPOSURE: BASIC WIND SPEED= 10 mph 7 z= .4 Ce= 3, TABLE I6 -G I = 1.0, STANDARD OCCUPANCY Cq= 1.3, TABLE 16-CI C= 2.15 cis= 12.6 psf N: TOTAL SEISMIC DEAD LOAD I= 1.0, NON-ESSENTIAL FACILITY Ru=- P: (C,XC,Xq,XI)= II,O psf ROOF WEIGHT: DIAPHRAGM= ( 35' )(u ,.) ( 13 P5F) I /. I 830 LBS EXTERIOR HALL WGT. (TRIB. TO DIAPHRAGM): IZZ'(B%)(~6 P5P) 7.800 LBS INTERIOR WALL NGT. (TRIB. TO DIAPHRAGM). 112'3 L8S TOTAL WEIGHT TRIB. TO DIAPHRAGM= 20 758 LBS (qD:)[a%) (7 PVF) : SUMMARY: TOTAL DEAD LOAD, W= 50 2% LBS 9210 LBS ZIC BASE SHEAR, V= E (W)= '1333 (WIs 1 1 1 1 1 1. I 1 1 1 I I 1 1 I I 1 1 I c c JOB 4.$%$4 SHEETNO. 9 OF qL? ENGINEERING LOVELACE 'tntclud DATE CHECKED BY DATE mm CALCUUTED BY 6496 Weathers Place Suite 200 San Dkgo. California 92 12 1 c-1 619.535791 11 phav 619.535.1989 i%x SCALE LOAD DISTRIBUTION* LEVEL h, UX UJXhX FX A V, =(F, /A) is' 9' ft 2-kips 26ikip-ft gxkips qlo ftz 4.z[ psf TOTALS: -kips - kip-h 7.z[ kips SHEAWALL DESIGN: ROOF D IAPHRAGM: HIND TRIBUTARY AREA, TA= ( 35' 1 (7.-r '1 : ZSf ft2 (N-5) TA: ft2 (E-W) SEISMIC (v,) N-S: 5,7\ p5f 3.07 psf GOVERNS E-W: 5.71 PSf - psf Sk\~v.rl~ GOVERNS WIND, V, = (PxTA)/A iSt FLOOR DIAPHRAGM: WIND TRIBUTARY AREA, TA: (,35 1) [ 3. C '1 = 243 f2 (N-5) f2 (E-Wl . - -- TA = SEISMIC (v,) WIND, V, = (PxTANA N-S: 4.7-\ psf 3,b psf E-H: 4.21 Psf - psf 1 c I 1 I 1 1 1 1 1 1 1 1 1 I I 1 1 1; JOB %%4 LOVELACE SHEET NO. 'txuctwd .Id Tfllo 24 -- CALCULATED BY ENG I NEERl NG 6496 Weathers Place Suite 200 San Mego. Califamla 92121 619.535.9111 ~rrv 619.535.1989 RUC DATE CHECKED BY DATE SCME ' 2+ E-D I RECTION -FLOOR SUEARLJALLS LATERAL LOAD, v,: 5.q I PSF LINE 1 TRIB. AREA, TA= 13'b 1 u' ) = 234 FT2 LOAD 8 THIS LEVEL: (vX x TA): = 1,483 LBS - LBS LOAD, LEVEL = TOTAL LOAD: = 1333 LBS V: (TL/L)= = 1226 PLF USE: @ PER SHEAR WALL SCHEDULE 4 , - SHEAR WALL LENGTH, L= 5,q 1 5.q - [I FT OVERTUIWING: SHEAR PANEL LENGTH: FT, @ OK. BY INSPECTION OT MOMENT= - FT-LBS RES. MOMENT: - FT-LBS NET MOMENT: - FT-LBS UPLIFT : - LBS - - - LINE 2 TRIB. AREA, TA= 910" /7-) = qr FT2 LOAD 8 THIS LEVEL: (v, x TA): = 2634 LBS LOAD, LEVEL = - LBS TOTAL LOAD: = Zb%s I LBS SHEAR WALL LENGTH, L: = 14 FT V: (TL/L)= = 142 PLF USE: @ PER SHEAWALL SCHEDULE - OVERTURNING: SHEAR PANEL LENGTH: FT, $L O.K. BY INSPECTION z OT MOMENT: = . FT-LBS RES. MOMENT= FT-LBS NET MOMENT: - FT - LBS UPLIFT = LBS USE: - - ", I .- SHEET ua. LOVEIACE ENGINEERING 6496 Wcathm Place Suite 200 San Mego. CaUfomia 92121 619.535.9111 Rprv 619.535.1989 Fbr shuaurrl~dTELlo24EM6r~ CALCULATEDBY DATE CHECKED BY DATE SCALE =FLOOR SHEAWALLS &DIRECTION LATERAL LOAD, V, = ',q I PSF LINE 3 TRIB. AREA, TA= ~17YZ>Czr.',l = 221 FT2 4 LOAD @ THIS LEVEL= (v, x TA): = 1-3& LBS LOAD, LEVEL = - LBS TOTAL LOAD: = l3=.6LBS SHEAR WALL LENGTH, L= 0c ID = 10 FT V: (TL/L)= = 73 PLF USE: @ FER SHEAR WALL SCHEDULE - I OVERTURWG: SHEAR PANEL LENGTH= FT, & O.K. BY INSPECTION OT MOMENT: - FT-LBS RES. MOMENT. - FT - LBS NET MOMENT= FT - LBS UPLIFT = - LBS USE: - - LINE TRIB. AREA, TA= - FT2 LOAD 8 THIS LEVEL= (v, x TA)= - LBS LOAD, LEVEL = - LBS TOTAL LOAD= - LBS SHEAR WALL LENGTH, L= - FT V= (TL/LI= - PLF USE:0 PER SHEAWALL SCHEDULE OVERTUWING: SHEAR PANEL LENGTH= FT, 0 OK. BY INSPECTION OT MOMENT= = ' FT-LBS RES. MOMENT: - FT-LBS NET MOMENT: - FT-LBS UPLIFT = - LBS USE : - - - - - - - - . _- i -*-.n.---nn.n*---nl.n--~-~-.*~-.-~-.*.~.---."*-.-~-.~~---~" 1 I I I 1 1 I 1 I I I I I 1 1 1 1 1 - LOVELACE ENG I NEERl NG -w.nd=uE=xY- 6496 Weathas Place Suite 200 San Dlego. CalK'92121 619.535.9111 Rw 619.535.1989 Fbx JOB I, . ~~ SHEET NO. Iz OF CALCULATED BY DATE CHECKED BY ' DATE ....,. ~.. .. ..... .... . , 2 ND -FLOOR SCIEAWALLS kk!- D IRECTION LATERAL LOAD, V, = 5.q PSF LINE A TRIB. AREA, TA: L Gk/d = 4S5- FT2 4 LOAD a THIS LEVEL: (v, x TA): = Zb64 LBS TOTAL LOAD= = Zb0sLBS SHEAR WALL LENGTH, L: 4.9 + 6 + \O = 20.q FT v: (TL/L)= = 1-31 PLF USE: @) PER SHEAR WALL SCHEDULE - LOAD, LEVEL = - LBS I OVERTUWINC: SHEAR PANEL LENGTH: FT, @ O.K. BY INSPECTION OT MOMENT- = FT-LBS RES. MOMENT: FT-LBS NET MOMENT: - FT-LBS UPLIFT : - LBS - - - - USE: LINE 6 TRIB. AREA, TA= = 45T FT2 LOAD a THIS LEVEL: (v, x TA)= = 2633 LBS LOAD, LEVEL : LBS TOTAL LOAD= = zbsq LBS SHEAR WALL LENGTH, L= ?\T t 13 = 2z.C FT V: (TL/L)= = fro PLF USE: (@ PER SHEAWALL SCHEDULE - OVERTUWIW: SHEAR PANEL LENGTH: FT, O.K. BY INSPECTION OT MOMENT: = ' FT-LBS RES. MOMENT: - FT-LBS NET MOMENT= - FT-LBS UPLIFT = - LBS USE : - - ! LOVELACE ENGINEERING -~.nd=~E=m- 6496 weathers Place suftc 200 San Diego. calliornia 92121 619.535.9111 619.535.1989 Far JOE SHEET NO. '?' OF qq CALCULATED BY DATE CHECKED BY DATE ' LFLOOR SHEARMALLS lLLDlRECTlON LATERAL LOAD, V, = 4.2' PSF LINE 1 TRIB. AREA, TA= = 234- FT2 LOAD Q THIS LEVEL: (v, x TA)= fW eDVF = qS9 LBS LOAD, PF LEVEL= 1333 \b5 t (h'/=)(zb')(~4,5 P+F) = 27.37 I LBS TOTAL LOAD= = 3Ilz LBS SHEAR WALL LENGTH, L= = 9.c FT V= (TL/L)= = 1397 PLF USE: Q PER SHEAR WALL SCHEDULE d I OVERNWING: SHEAR PANEL LENGTH: 9,'? FT, 0 OK. BY INSPECTION RES. MOMENT: ,a5 ~(IL) + ?[T) + I3/Z(13 1 + lo%l~~) 3\4.<)z/r = j4.557 FT-LBS OT MOMENT= 1 4,<')[ 341 PLF) L?' = 73 st+ FT-LBS t NET MOMENT= = 19 637 FT-LBS UPLIFT = = 2067 LBS USE: I' lA?AAl) 2% " I LINE TRIB. AREA, TA: = 4sr FT? LOAD 8 THIS LEVEL= (v, x TA)= = t?~b LBS TOTAL LOAD= = 4.&oC LBS SHEAR WALL LENGTH, L= = Ib FT V= (TL/L)= = 283 PLF USE: @) PER SHEAFMALL SCHEDULE OVERTUmING: SHEAR PANEL LENGTH= FT, $5 OK. BY INSPECTION Of MOMENT: = . FT-LBS RES. MOMENT= - FT-LBS NET MOMENT: - FT-LBS UPLIFT = - LBS USE : LOAD, TO OF LEVEL. = ZLW LBS 1 , - I I I I 1 I I I I I I I 1 1 1 1 1 - i JOB LOVELACE SHEETNO. 14 OF Strutud wm CALCULATED BY 6496 weathers Place suite 200 San Dlego. California 92121 619.535.91 11 +!tme 619.535.1989 ENGINEER I NG I DATE CHECKED BY DAE SCALE -FLOOR 1 ST SHEAWALLS H.rDlRECTlON LATERAL LOAD, v,= 4br( PSF LINE ’3 TRIB. AREA, TA: = %=I FT2 LOAD Q THIS LEVEL: (vX x TA)= = q5B LBS LOAD, +OF LEVEL: = 13~L LBS TOTAL LOAD= = 2236 LBS SHEAR WALL LENGTH, L: Lj? ID.< = IT,< FT V= (TL/L)= = 144 PLF USE: @ PER SHEAR WALL SCHEDULE il r OVERTLJWING: SHEAR PANEL LENGTH: FT, $5 OK. BY INSPECTION OT MOMENT: FT-LBS RES. MOMENT= FT-LBS NET MOMENT: FT-LBS UP1 IFT = LBS USE : LINE TRIB. AREA, TA: FT2 LOAD, LEVEL = LBS TOTAL LOAD= LBS SHEAR HALL LENGTH, L : - FT V: (TL/L)= - PLF USE: 0 PER SHEARWALL SCHEDULE - LOAD 8 THIS LEVEL= (vX x TA)= - LBS - - OVERTUWING: SHEAR PANEL LENGTH: FT, 0 O.K. BY INSPECTION OT MOMENT= . FT-LBS RES. MOMENT: - FT-LBS NET MOMENT= - FT - LBS UPLIFT LBS USE: \ - - - _.” _. 1 1 1 1 I I 1 1 1 I I 1 1 1 1 1 1 1 JOE , Sl f FLOOR SHEAWALLS 6- IJ DIRECTION LATERAL LOAD, v,= q-rl PSF .. . . . LINE A TRIB. AREA, TA= = 45s FT2 LOAD 8 THIS LEVEL= (v, x TA)= = 1,qlb LBS LOAD, po~ LEVEL= = 2684 LBS TOTAL LOAD= = 4.6d LBS 4 I I SHEAR WALL LENGTH, L= \O + \O = 20 FT V= (TL/L)= = 230 PLF USE: Q PER SHEAR WALL SCHEDULE OVERTUR4ING: SHEAR PANEL LENGTH: FT, I$ OK. BY INSPECTION OT MOMENT= - FT-LBS RES. MOMENT= FT-LBS NET MOMENT= FT-LBS UPLIFT = - - - - LBS LINE 6 TRIB. AREA, TA= = 455 FT2 LOAD 8 THIS LEVEL= (vX x TA)= = 1916 LBS LOAD, Pa3F LEVEL: = 2639 LBS TOTAL LOAD= = 4,boC LBS SHEAR WALL LENGTH, L= 7+ I2 = 19 FT V= (TL/L)= = 242 PLF USE:@) PER SHEAWALL SCHEDULE OVERTUR4ING: SHEAR PANEL LENGTH= 7 FT, [7 O.K. BY INSPECTION , k = /&: 943 FT-LBS OT MOMENT. 7/ 24= If ID' ) RES. MOMENT= 35 L n'{ G p+F) t 13%(m)Jt71~/= = 7.414 FT-LBS NET MOMENT. = 9.5 16 FT-LBS r UPLIFT = = 1.357 LBS USE: 0 ' UPlbflJTnZ" I .? . .. i . ." .. . ..... 1 1 1 1 1 I I 1 I I I 1 1 1 11 I - LOVECACE SHEET NO. I5t' OF- 44- - UVG INEERI NG 6496 Weathers ace Suite ux) San ?L&gO. CallfaraLO 92121 619.535.911 1 Ruw 819,5335.1989 RhK -0crpa~~~~ArulY.u CALCULATED BY DATE - DAiE - CHECKED BY SCALE 0 1 1 1 I I I 1 1 1 1 I I I 1 1 1 1 1 LOVELACE ENG INEERl NG SW-I .adnLlc 24 6496 Weathers place Suite 200 San Dicgo. California 92121 p-1 619.535.9111 phar 619.535.1989 A%X JOB SHEET NO. Ib OF YY CALCULATED BY DATE CHECKED BY DATE SCALE DFTAlLS NOTE TO PLANCHECKER: (IF APPLICABLE TO THIS PROJECT) FOR YOUR USE IN CHECKING THE PLANS: THIS SECTION CONTAINS THE FOLLOWING INFORMATION FRAMING PLANS: RAFTER, HEADER, BEAM, POST 1 HARDMARE CALLOUTS FOUNDATION PLAN: FOOTING 1 HOLDOWN CALLOUTS SHEAWALL LINE LOCATIONS SHEAWALL CALLOUTS FRAMING AND FOUNDATION STRUCTURAL NOTES SPECIAL INSPECTION LIST STRUCTURAL DETAIL DWINGS SHEAaWALL SCHEDULE 1 1 1 1 I I I 1 I I 1 - I 1 I I 1 I 1 c LOVELACE ENGINEERING shuctrP.l~Uld~24EnagyAMlpiS 6496 weathers Place suite 200 San Dkgo. Callfomfa 92 12 1 619.535.9111 &%one 619.535.1989I;hr SHEET NO. ' ' OF II CALCULATED BY DATE CHECKED BY DATE SCALE SWCTURPL NOTES FRAMING NOTES I. 2. 3. 4. 5. 6. 7. 8. 9. 10. ROOF SHEATHING SUALL BE: In" PLYWCOD EXPOSURE 1 INDEX 2410 8d COMMON NAILS 8d COMilON NAILS B.N. APPLIES TO ALL SUPPORTED PLYWOOD EDGES AT: b" O.C. 0.N. 12" O.C. F.N. PLYWOODEDGES PERIMETER WALLS SHEAWALLS J FLOOR SUEATHMG SUALL BE: 23/32" ADA RATED STURDI-I-FLOOR, TIG, 24* O.C. SPAN RATING, EXPOSURE I 10d commoN NAILS e 6" O.C. B.N. l0d COMM3N NAILS 12" O.C. F.N. B.N. APPLIES TO ALL SUPPORTED PLYWCOD EDGES AT: FLYMOOD EDGES PERIMETER WALLS SkEAWALLS ALL RAFTERS, JOISTS 4 4EADERS SMALL BE DOUGLAS FIR LARCM 9 GRADE. ALL BEAMS SHALL EE DOUGLAS FIR LARCH 1 GFUDE. ALL POST5 SMALL BE DOUGLAS FIR LARCM 4, U.N.O. ALL GANGERS SHALL BE SIMP40N "U" #ANGERS. U.N.O. ALL ROCF HEADEX5 SUALL BE 4x4 U.N.0 PROVIDE DOUBLE JOISTS 4 SIDES i ENDS OF ALL ROOF OPENINGS. ALL POSTS TO BEAM CCNNECTIONS SUALL BE SIMPSON 'PC' U.N.O. ALL BEAm TO TOP PLATE CONNECTIONS SHALL SE SIMPSON 'A35' EA. SIDE U.N.O. KXINDATION NOTES I. 2. 3. 4. 5. 6. 7. ALL PAD FOOTINGS WIT4 4X POSTS ON SILL PLATES SUALL HAVE SIMPSON 'Bc' e BASE. 4X FOSYS ON INDIVIDUAL SPEAD FOOTiNGS SHALL HAVE SIMPSON 'CB' Q SASE U.N.O. ALL ANCHOR BOLTS TO BE In'' DIAMETER X 10" LONG 0 12" O.C. U.N.O. ON PLANS OR SUEARMALL SCHEDULE THERE SUALL BE A MINIMUM OF TNO ANCUOR BOLTS PER SILL PLATE PIECE WITH ONE ANCUOR EOLT LOCATED WITHIN 12" OF EACU END OF EACH SILL PLATE PIECE. ALL ANCHCR BOLTS, HOLDOWN ANCUORS 8 DOWELS MUST BE IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. ALL CONCRETE SUALL UAVE A MINIMUM COlPRESSlVE STRENGTH OF 2000 PSI CONTINUOUS EXTERIOR PERfMETER AND CONTINUOUS INTERIOR BEARING WALL FOOTINGS SMALL BE AS FOLLOWS: A) SUPPORTING ONE FLOOR AND A ROOF: It" WIDE X 12" DEEP INTO NATIVE SOIL OR 30% COMPACTED FILL WITH (1) 5 REINFORCING BAR 3" FROM THE TOP 4 BOTTOM OF THE FOOTING. 6) SUPPORTING TWO FLOORS AND A ROOF: 15' WIDE X IS" DEEP INTO NATIVE SOIL OR 30% COMPACTED FILL WITH (1) 5 REINFORCING BAR 3" FROM THE TOP 4 BOTTOM OF THE FOOTING. CONCRETE SLAB SHALL BE A MINIMUM OF 4' WICK WITH 9 REBAR 9 18' O.C. EACU WAY IN TUE CENTER. UNDERLAY WITM 2' CLEAN SAND OVERLYING .6 MIL. VISQUEEN OVERLYING ADDITIONAL 2' CLEAN SAND. NOTE: THE ABOVE SPECIFICATIONS SHALL APPLY UNLESS NOES OTHEWISE a THE DRAWINGS. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n LOVELACE I I ENGINEERING Structural Design and llUe 24 Energy Analysh }I 6496 Weathers Place Suite 200 'Sa Dlego. Callfomia 92121 p- 619.535.9111 pharc 619.535.1989 Ftax SHEET NO. CALCULATED BY DATE CHECKED eY OAT€ SCALE TABLE t3-KI--NAIUNG SCHEOULE CONN6CnOR MuUte' I I. Joist to sill or rider. tanad 3Jd I 6. Sale plate to ptu a blockins. typical iace nail Sole plate ro piu or bloetm3. Y bnccd wdl panels 7. Too olaie to <nul ad nail I-IM I 8. Sad ID sale plate 4d. uxnail or 1-I6i end mil ] Double too.olala. Iao.solin S-IM I It. Bloc!ung bciween @sa or &rn to top pla Wniil 3-ad 12. Rim piri to top plate. tanail 14 Continuous header. wo a~ecer Id Y 6' (152 mm) O.C. '1.163 16d af 16'(406 mm) 0.c tone sch edge 13. Top phis. lap and inicnecuolll. (Ire mil 15. Caling joisu m plau. toenail 16. Continuous header to mud. tanail 17. C:tlingjoisu. laps over pyridonr. face nul 18. Cttlinp joists 10 pmllel nfieo. face nail 19. Rahe: :a plate. toenail 20. 1'1~mmlbrn~to~hsmd~~aie.fa~n~ii 2!. I L 3- 1'15 mm x 203 mml hrhinz or Icy ID exh kadnc face nail 22. Wdrr L~I I- x 8- (25 mm x 103 mm).$hwrhins ro each &rip. fe nul 3a 16d Y 24' (610 mmi O.C. 2Cd at 52- (813 mm) O.C. ai !op and U. aulit.uo coma stdc 24. Built-so pdcrand bcMls I "I,?' (20 mm) I No. 16 No. I I pas 8al No. I6 paq 29. Inienor paneling ,i _. . c I 1 1 1 1 1 1 1 1 1 1 1 1 1 I - d w G u 0 h e 0 u) 0 a 8 3 VI 2 N I. - li d * N O ul CI ci 0 m 0 V P - v 0 t N 0 m " U 2 m 0 0 'D ul h - Q - SHEET NO. ' 17 CALCUUTED BY DATE CHECKED BY DATE JOE 1 I I I 1 I c I 1 1 1 I 1 1 I I I I I c c LOVELACE SHEET NO. S~Dalgn~d~24~~ CALCULATED BY DATE CHECKED BY OAT€ ENG INEm I NG 6496 Weathers Place Suite 200 San Mcgo. California 92121 - 619.535.9111 Rrrr 619.535.1989 Fbe SCALE PAD FOOTING SCHEDULE I AI1 24" Sqr. x 18" deep w/ (2) #5 bars each way B 11 27" Sar. x 18" deep w/ (2) #5 bars each way ~ ~~~ ~ ~~ -~~ ~~ ~~ 30" Sqr. x 18" deep w/ (3) #5 bars each way 33" Sqr. x 18" deep w/ (3) #5 bars each way 36" Sqr. x 18" deep w/ (4) #5 bars each way 39" Sqr. x 18'' deep w/ (4) #5 bars each way 42" Sqr. x 18" deep w/ (4) #5 bars each way 45" Sqr. x 18" deep w/ (5) #5 bars each way 1 111 48" Sar. x 18" deep w/ (5) #5 bars each wav NOTE Reinforcement shall be 3" clr. from soil. ... I , ..... \a ,,.' J J J J J J J - I 1 J 1 1 I 1 - JOB SHEET NO. OF CALCULATED ey DATE LOVEUCE ENGINEERING Smctud hap DndTItle 24 hcrgy Ana&& 6496 weathers mace suite 200 San Dkgo. Womla 92121 CHECKED BY DATE 06/14/95 619.535.9111 plw 619.535.1989 Ru I NOTE : THIS DETAIL IS FOR WEAR TRANSFER CO4NECTloN ONLY. FOR EA* DETAIL PLEASE SEE ARCH. DMS. B.N. -7 SHEAR PANEL PER \ PLW. ROOF SHEATHING PER PLAN Roof RAFTERS A35 PfR WEAMLL SCUED. DOUBLE TOP PLATES STUDS 9 16"O.C. F. SHEAR TRANSFER DETAIL WRS0024 , , .1 c .: 1 1 1 1 1 1 1 J _I I J J I c 6496 Weathers Place Sulk 200 San Dlego. CaUfornla 92121 B- 619.535.9111 RW 619.535.1989 ~br CALCULATEDBY DATE CHECKED BY DATE SCALE ROOF PLWD. PER PLAN 7 STUDS MUST BE CONTlNUOUS BEWEEN FLOOR 1 ROOF IF CEILING SPACE 15 VAULTED. . 4' SHEAR TRANSFER DETAIL WRS0030 JOE I .I\ SHEET NO. CALCULATED BY OAT€ CHECKED BY OAT€ LOVEIACE ENGINEERING 6496 weathcrs Place Sulk 200 SM Dkgo. Womla 92121 619.535.911 1 m~ 619.535.1989 lib* Scrucnu~I Ddgn urd?lllc 24 Ensly- SCALE SIMPSON LSTA I0 STRAPS H/ (141 10d EA. R4FTER co". PLmD. %EATHI% RAFTER TO RIDGE CONN. H3C000I J J ,I J 1 -. I B LOVELACE ENGINEERING cALcuulE0 8Y DATE CHECKED BY DATE 09/26/95 I' A35 PER SUE JOISTS (OW WTER.5 FER PLAN .. @ SHEAR TRANSFER DETAIL wR50117 - , . . ., ", I . .( . .I * .. . . , , .. . , .. - .. .* * ,. .. .. .. . .. . .. . .. .I ., . n. - - - .. .* - .. i .. - JOB Snm No. Of CALCUUTED BY DATE LOVELACE ENGINEERING ~o.da.rpdTltlSZ4Rl~~ 6496 wcathcrs plaa sulte 200 san Dicgo. callfirn3p 92121 CHECKED By DATE 06/29/95 619.535.9111 Am 619.535.1989 h SCALE 2x STUDS * 16'0.C. 2x BOT. PLATE W/ l6d PER Sl-iEAWLL WED. SUEAR PANEL PER PLAU PLW. SHEATHING rFER PLAN / /t~ JOIST PER PLAN SCHED. (16'0.C. MAX) DOUBLE TOP PLATES 2x STUDS 16'0.C. SMEAR PANEL PER PLAN SHEAR TRANSFER DETAIL wFS0060 -... ,.. . . ", .. , . , . .. .. . . .. I.. . .'?, &8:IPV . z ,...'.'1.* '.'e:-( I ... , 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 J J 4 - JOE \ SHEET No* CALCUUtED BY DATE ab,, ' v-1 LOVELACE ENGINEERING ~~d~24En~Amlyaia 6496 Wda3 FIaa suite 200 san Dkgo. callzarntp 92121 619.535.9111 Rbr 619.535.1989 fax CHECKED BY DATE 06/29/95 SCALE Zx STUDS 0 I6'0.C. 2x BOT. PLATE W/ 16d PER SCIEAWLL SCCIED. SMEAR PANEL PER PLAN 1 I/ PLW. SCIEATCIING J J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LOVELACE ENGINEERING n Struaurrl Dalrpl andntlc 24 En- 6496 Weathers Place Suite 200 San Dlego, California 92 12 1 p- 619.535.9111 Rvxv 619.535.1989 h SHEET NO. CALCULATED w OAT€ CHECKED BY DATE SCALE .I ?I 1. -. i .- A35f PER SUEAR- WALL SCHED. \ ZX BOT. PLATE W I6d PER SCIEAWLL SUED. /- A39 0 I2"O.C. /- b~TiI-1. - DBL. TOP PLATES b 2x STUDS * 16'0.C. L I 1 1 1 1 1 1 1 1 1 L L L 1 1 1 1 I_ - q5afl % blq LOVEIACE ENGINEERING StrWtldDdgf&.DdTtI1.UpIcrlllhdpU 8498 weather3 pka: Suite 200 San Dtgo. CdKbda 92121 SHE= No. CALCUUrn BY MTE 619.535.9111 RPU 619.535.1989 chz CHECKED BY OATE 06/23/95 SCALE ..... .... ti.. ...... I,. **I,?* . . .. fir2~ SRDS 16'O.C. 2x BOT. PLATE W I6d PER PLAV PER WEAilLIALL SCW. EN. \A35 PER SUEWALL SCUED. (16'0.C. MAX.1 %- DOUBLE TOP PLATES Zx SlUDS a l6'O.C. SUEAR PPNEL PER PLAN I L LOVELACE me ENG I NEEFI ING SHEET NO. - Ifl S~~Md~Z4~~ CALCUUTEO BY DATE 06/29/95 San Mego. calvornlo 92121 619.535.9111 phav 619.535.1989 h CHECKED BY DATE SCALE '.. . .. a:.. ...... :: .... :a,,-, +r2x STUDS * 16'O.C. SHEAR PANEL PER PLAN 2x BOT. PLATE LI/ lbd * PER SUEAWALL SCCIED. PLW. SCIEATCIING PER PLAN EA. 2x JOIST PER PLAN B.N. I A35 PER SUEAF?WALL XHED. (16'0.C. MAX.) DOUBLE TOP PLATES ,111 I 72~ STUDS I6'0.C. .. SHEAR TRANSFER DETAIL wW053 .., ,I .I . . I .. , . .. 'u: ::**.:* ,,..,", . :: ',;. ..., ). 9,. . . ,. . ., . .I. .. .. . ... - . i _I J J 1 1 I 1 1 1 I 1 1 J J J _I I c StxuctUrd nnd ~UC 24 kulyrrr 6496 Wcathhcrs Phe Sulk 200 Sa Dtego. CaUornia 92121 p-f 619.535.91 11 phonr 619.535.1989 mX JOB I SHEET NO. ??' OF cALcuLATE0 BY OATE CHECKEO BY OAT€ 04/23/96 SCALE 8.N. BEAM PER- PLAN - 7 Zx SNDS l6'0.C. 2x BOT. PLATE W Ibd PER SCIEAfWALL SCFIED. r / B.N.- DEL. TOP PLATES 5 2x4 CRIPFLES 9 16'0.C.- 8.N. 2x BLK'G. H/d (4) I6d TO BM. 'W' UANGERS BEAH PER PLAN A35 PER SHEAR- WALL SCHED. \ 4 x t- 2x4 PLAT€ W 16d a 3"O.C. 34' CDX PLWD. N/ Bcf * 3"O.C. EN. 4 112'0.C. F.N. LE.*. . .- SHEAR TRANSFER DETAIL WRSQ116 1 1 1. 1 1 1 I 1 1 1 1 1 L 1 1 L L 1- I( -96 Weathers vlnct Suite 200 Sen Diego. CaKbrnh 92121 619.535.9111 RUW 613.S35.1989 ~br J DOUBLE TOP PLATES A35 PER SCWED. FLR JST. PEK PLAN c 2x STUDS e l6'O.C. SMEAR PANEL PEii PLAN n 1 1 1 1 1 1 1 1 1 1 1 1 1 J _I _I -1 I 4 c LOVEUCE ENGINEERING StnrtUdD==igllmdlUkUS=gYA-lY-- 6496 Weatherr, Plaa sulte 200 San Diego, Califomla 92121 619.535.911 1 Roru 619.535.1989 Fpc JOB SHEEF No. CALCULATED BY DATE CHECKED BY DATE 12/18/95 SCALE 2x BOT. PLATE W 16d si-+€AR PER PLAN 7 r PER SHEAWLL WED. 'rlv PLWD. SUEATUING -PER PLAN 2x JOIST PER PLAN l\l EN. 2% STUDS 16'0.C. SCiEAR PANEL SHEAR TRANSFER DETAIL wsO132 - I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 c(1 c LOVELACE ENGINEERING SUU- Urdnue 24 wm 6496 Weathen place sulcc 200 San Dlgo. cdlfornta 92121 619.535.91 11 8?uu 619.S. 1989 Fbt SHEET Joe NO. q%,oF Liii CALCUUTEO BY DATE CHECKED ey PATE SCALE -_ .. . ..: 2.: .. .. SMEAR PANEL \ PER PLAN E.N.1 @SREINF. BAR TOP 1 BOT. Zx STUDS l6'0.C. 2x P.T. BOT. PLATE b.11 AB. PER SHEAR- -HALL SCI-IED CCNCRETE SLAB CONT. FOOTING DETAIL FF0065 1' 1 1 1 1 L J 1 J 1 1 6496 weamem 9 suite ZOO Sa Dlego. Wornia 92121 619.539.9111 P~YIW 619.535.1989 FCU CACCULATEO BY OATE CHECKED BY OATE 01/11/36 2x STUDS 4 I6'0.C. CGNC. SLAB 2x a.T. RATE W/ A.3. FER WEAR- HALL SCGEDULE CCNC. SLAB (1) *5CGNT. BAR TOP 4 EOlTOM CONTINUOUS FOOTING. 1 FF07110 ....... . .. I. . .I . , s.. . ... ... .. ,.,,,, ,. *.I'.1 .*;a *....- .. .. SI NEER ING SHEET NO. OF "! ' x pnd nu* 24 ~nqy -m 04/24/96 CALCULATED BY DATE San Diego. California 92 12 1 CHECKED BY DATE I1 6496 Weathers Place Suite 200 v- 619.535.91 11 phone 619.535.1989 hx SCALE /PERARCH. / CONCETE SLAB / PER PLAN ' DWGS. \ \ Y PER ARCH. DWGS. (11 '4 WT. BAR (1) '4 CONT. BAR TOP 4 BOTTOM STEP AT CONCRETE SLAB R0103 ,I,-.. ... .I., . 1 1 1 1. 1 1 1 I --L 1 1 1 J I J ..-* i NOTES: 4. 'D' EQUALS DEriH cf WOTW - PER PLANS 4 DETAILS. J TYP. STEPPED FOOTING m FF0016 W i J J 1 1 J 1 J 1 I 1 ~~~ SM Dkgo. clllfDmia92121 619.533.9111 R*N 619.535.1983 m JOE = ,... .... .. LINE cf EXIST'G. SLAa EXIST'G. WOTM I EXIST'& f ! I I I I DMELS TO HATCH CONT. BARS IN NEI.I FOOTING (EPOXY 6' INTO EXIST'G. FOOTING) NW 0 1 LINE OF r-l5iee COR. REINF. BAR3 PER PLAN NEW FOOTING TO EXIST'C. FF0136 .. ... t - .*I , ,.a. * *:I- . '.' ' Adwi - I J J J J 1 1 J J 1 J 1 1 1 J -.I J J J JOB I LOVEUCE SHEET NO. OF -D-m.pd-=-=w- CALCULATED BY DATE CHECKED BY DATE ENGINEER I NG 6496 Weathers Place Suite 200 San Dlgo. callfornia 92121 619.535.91 11 m 619.535.1989 mx SCALE 5 CONT. 6.N.- (N) 2~ LEDGER N/ s/s"O AB. @ 16" O.C. STAGGERED UANGER5 $2 i 1'-3' ,- LEDGER TO FOOTING CONN. m W ~~ FF0045 ............. .... ......... "...--I .... I .. ,.*. .*" ., i 1 c _I J J 1 J 1 1 1 1 1 1 1 1 1 1 1 JOB LOVELACE ENGINEERING SHEET NO ?)? OF Structural Desi@ and Title 24 En- My& 6496 Weathers Place Suite 200 San Diego. California 92 12 1 CALCULATED BY DATE CHECKED BY DATE 61-W phonr -6-Mc635.1989 Fax ': SCALE .A -7, . 4 1 I I J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - JOB qD OF vy LOVELACE ENGINEERING SHEET NO. StructuRJ. Dew and We 24 Energy 6496 Weathers Place Sulte 200 CALCULATED BY DATE San Diego. California 92 12 1 CHECKED BY DATE SCALE I 11 -t---l rl! 1 I fl I1 '1 I t -? I J ( F-Z) R I J -0 VP . J J 1 1 1 1 1 1 1 c I 1 1 1 1 1 - I 1 1 LOVELACE ENGINEER I NG structural Dc¶lgn urd nue 24 -Analysb 6496 Weathers Place Sate 200 San Diego. California 92121 619.535.91 11 Phone 619.535.1989 fax CALCULATED BY DATE CHECKED BY DATE SCALE 11 I 0-, $1 I’ I _- I L i 1 1 _I J J J J J J 1 1 1 1 1 1 1 1 1 I- I LOVELACE ENGINEERING Structural 6496 Weathers Place Suite 200 .nd TlUe 24 En- Analysis SHEET NO. A. OF L, CALCULATED BY DATE CHECKED BY DATE SCALE San Diego. California 92 12 1 619.535.91 11 Phone 619.535.1989 FCU 1- I I ’Q 3 I J 0’ L c L - c L c c c L c c L c c c c c JOB I AOF 44. LOVELACE ENGINEERING SHEET NO Structurpl Dew rndlllk 24 h-hdysu 6496 Weathers Place Suite 200 San Diego. California 92 121 619.535.91 11 Phone 619.535.1989 Fax CALCULATED BY DATE CHECKED ay DATE LOVELACE ENGINEERING ~____ Structural Dew audTule 24 EnwAnnlyaL. 6496 Weathers Place Suite 200 San Dlego. California 92121 619.535.91 11 Phone 619.535.1989 Fax SHEET NO. Lo.. L\L1 CALCULATED BY DATE CHECKED BY DATE P ,/ ---. FLIDLG . .. EAST COUNTY TESTING & LAB 10925 Hartley Road, Suite I Santee, California 92071 (619) 258-7901 Fax 258-7902 August 22, 1998 PDG Designs-Paul Gamache 2558 Roosevelt Street, Suite 301 Carlsbad, California 92008 Subject: Project No.98-1106F5 Limited Site Investigation Proposed Two-Story Addition and Garage 1202 Basswood Avenue City of Carlsbad, California. Dear Mr. Gamache: In accordance with your request, we have performed a limited investigation of the soil conditions at the subject site. The attached report discusses the geotechnical aspects of the project and provides conclusions and recommendations for the proposed room and second story addition. 1)11 - Our investigation found that the site is underlain by formational soils to a maximum explored depth of 2 1/2 feet within the limits of the proposed improvements. These soils generally consist of medium brown sand with silt, fine grained, exhibiting a very low expansion potential and moderate compressibility. Consistency ranges from medium dense at shallow depths, to dense at greater depths. It is our opinion that the proposed addition is feasible provided the recommendations herein are implemented during construction. If you have any further questions, please do not hesitate to contact our office. Respectfully submitted, RCE 54071 GAMACHE PROJECT NO. 98-1 106f5 INTRODUCTION This is to present the findings and conclusions of a soils investigation for a proposed garage and two-story addition to the existing single family residence located on Basswood Avenue, in the City of Carlsbad, California. The objectives of this investigation were to determine the existing soils conditions and provide recommendations for site improvement. In order to accomplish these objectives, 2 exploratory holes were excavated to a maximum depth of 2 1/2 feet; loose bag samples were obtained, and laboratory tests were performed. SITE DESCRIPTION AND PROPOSED CONSTRUCTION The subject site is located on the north side of Basswood Avenue, in the City of Carlsbad, California. The site slopes gently to the west and is presently occupied by an existing two-story residence founded on continuous and spread footings with a slab-on-grade floor system. The existing footing depth was found to be 12 inches below adjacent grade. It is our understanding that the proposed construction will consist of a two-story addition with a detached garage. FIELD INVESTIGATION Two exploratory holes were excavated to a maximum depth of 2 1/2 feet by a hand auger and shovel on August 14, 1998. The soils were visually and texturally classified according to the filed identification procedures set forth on the attached Plate No.1 entitled "Uniform Soil Classification Chart". SURFACE CONDITIONS The surface soils encountered during the course of our investigation were light brown sand with silt, loose and fine grained to a depth of one foot. These soils were underlain by medium dense to dense sand of the Pleistocene Marine and Marine Terrace Deposits(Qm) to the explored depth of 2 1/2 feet. 2 GAMACHE PROJECT NO. 98-1 106f5 EXPANSIVE SOILS An expansion index test performed on a representative soil sample in accordance with the UBC Standard 18-2 indicates a very low potential for expansion(EI=O). GROUNDWATER No ground water was encountered during the course of our investigation. We do not expect ground water to affect the proposed development. GEOLOGIC HAZARDS There was no evidence of significant on-site faulting and a review of the available geological literature pertaining to the site indicates there are no known local active faults within the subject site. Ground shaking from one of the major active faults is the most likely happening to affect the site. With respect to this hazard the site is comparable to others in the general area. The proposed buildings should be designed in accordance with seismic design requirements of the Uniform Building Code or the Structural Engineers Association of California. Based on the absence of shallow ground water and consistency of the soil deposit, it is our opinion that the potential for liquefaction is very low. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon the analysis of the data and information obtained from our soil investigation. This includes visual inspection; field investigation; laboratory testing and our general knowledge of the soils native to the site. The site is suitable for the proposed development provided the recommendations set forth are implemented during construction. FOUNDAT ION a.Continuous footings and/or spread footings are suitable for use and shall extend a minimum of 12 inches for the proposed garage and 18 inches for the two story addition into the native soils. Continuous footings should be 12 inches in width and reinforced with two #5 steel bars; one bar placed near the top of the footings and the other bar placed near the bottom of the footings. 3 GAMACHE PROJECT NO. 98-1 106f5 b. Concrete floor slabs should be a nominal 4 inches thick. Reinforcement should consist of #4 bars at 4 feet on center each way or #3 bars placed at 24 inches on center each way or 6X6-10/10 mesh. Slab reinforcement should be placed within the middle third of the slab by supporting the steel on chairs or concrete blocks "dobies". The effect of concrete shrinkage will result in cracks in virtually all concrete slabs which are not designed to resist this shrinkage. To reduce the extent of shrinkage, the concrete should be placed at a maximum of 4 inch slump.The minimum steel recommended is not intended to prevent shrinkage cracks. c. Where moisture sensitive floor coverings are anticipated over the slab, a 6 mil plastic moisture barrier should be placed beneath the concrete slab. The plastic moisture barrier shall be overlain with a minimum of two inches of clean sand to aid in concrete curing and minimize potential punctures. An allowable soil bearing value of 1500 pounds per square foot may be used when designing continuous foundations and spread footings founded a minimum of 12 inches into firm natural ground. This value may be increased by 20 percent for each additional foot of width and/or depth to a maximum value of 4500 lb/ft2. DWINAGE Adequate measures shall be undertaken to properly finish grade the site after the additions and other improvements are in place, such that the drainage water within the site and adjacent properties is directed away from the foundations, footings, floor slabs and the tops of slopes via surface swales and subsurface drains towards the natural drainage for this area. Proper surface and subsurface drainage will insure that no water will seek the level of the bearing soils under the foundations, footings and floor slabs, which could result in undermining and differential settlement of the structures and other improvements. LIMITS OF INVESTIGATION The recommendations of this report pertain only to the site investigated and based upon the assumption that the soil conditions do not deviate from those disclosed in the holes. If any variations or undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at the present time, East County 4 GAMACHE PROJECT NO. 98- 1 1066 Testing and Lab should be notified so that supplemental recommendations can be given. The findings in this report have been derived in accordance with current standards of practice and no warranty is expressed or implied. This report is presented with the understanding that it is the responsibility of the owner, or his agent or representative, to insure that the recommendations in this report should be carried out in the field. Additionally, the information in this report is brought to the attention of the "design team", consisting of architects, engineers, etc., such that all information could be incorporated into the building plans. The findings in this report are applicable as of the present date. However, changes in the condition of a property can occur with the passage of time, whether the changes are due to natural processes or the works of man on this property or adjacent properties. In addition, the findings of this report may become invalidated due to the changes in the state of the art or changes in applicable or appropriate standards used at this time, whether they result from legislation or from the broadening of knowledge. Plate No. 1 is a part of this report. Respectfully submitted, n RCE 54071 SD/jm 5 PDG Designs Projecr Plate No. 1 8-14-98 CATEGORIZATION L U D m c m U -N a- -.I -- Y 4 HIGHLY ORGANIC SOILS - ROUP UQl GW - GP - GM GC - sw SP SM OH - PT - -~ MPH- TYPICAL NAMES C DESCRIPTION CAL YELL GRADED GRAVELS, gravel-sand mlxtures. Wide range In grain size c substantla1 amounts of all lnternedlate particle sizes. POORLY GRADED GRAVELS, gravel-sand mixtures. Predomlnately one size or a range of sizes with some lntermedlate sizes mlsslng. SILTY GRAVELS. gravsl-sand-sllt mlxtures. Appreclable amount of non-plastlc flner. CLAYEY GRAVELS, gravel-sand-clay mlxtures. Appreclable amount of piartlc flnes. *..XI.. '7~. WELL GRADED SANDS, gravelly sands. Wide range In graln slrc & rubstantlal amounts of all lntermedlate particle slzes. POORLY GRADED SANDS, graklly sands. Predominately one nlze or a rang. of slzes wlth some intermediate sizes mlssing. SILTY SANDS, sand-sllt mixtures. Appreciable amount of non-plastlc flnes. CLAYEY SANDS, sand-clay mlxtures. Appreclable amount of plastlc fines. INORGANIC SILTS C Very Flne Sands, Rock Flour, Silty or Clayey Flne Sands with sllght plasticity. INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, gravelly clays, sandy clays. siity clays. lean clays. ORGANIC SILTS C ORGANIC SILT CLAYS of low plastlclty. IE!I INORGANlC SILTS, micaceous or diatomaceous flne sandy or silty rolls. elastic sllts. .- ~ ORGANIC CLAYS of medium to hlgh plastlclty. fl /EAT C othw highly organlc solls. Legend : UC = Unified Classification 1 = Sample location E - Sampler penetration tesistence (ft. kipdft.) Y = Natural dry density (pcf) M = Field moisture content (% dry wt.) JL WT = Approximate location of water table CERTIFICATE OF C WLlANCE PAYMENT OF SCHOOL FEES OR OT-ITIGATION This form must be completed by the City and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: 9 z7 Project Address: A.P.N. : d5- v/30D (Owner’(s’) Name(s) p,&, c &CykM Y6 +-cA I c, Project Applicant Project Description: Buildina Tvpe: Res id entia I : Numbe r of New Dwellina Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Second Dwelling Unit: Res. Additions: Net Square Feet New Area L56o & / Comerc./ Ind.: San Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (736-2200) San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Carlsbad Unified School District 801 Pine Ave. Carlsbad CA 92009 (434-0661)/ - ------ Encinitas Union School District 101 South Ranch Santa Fe Rd Encinitas, CA 92024 (944-4300) Certification of Applicant /Owners. The person executing this declaration (“Owner) certifies under penalty of perjury that (1 ) the information provided is correct and true to the best of the Owner’s knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this ,’ ,, /- Date: ~hh/~~ // @ 2075 Las Palmas Dr. - Carlsbad, CA 92009-1 576 - (760) 438-11 61 - FAX (760) 438-0894 CITY OF CARLSBAD 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CALIFORNIA 92008 434-2867 /d , y- ' REC'D FROM p\ DATE RECEIPT NO. 53974 @ Printed on recycled paper. DESCRl PTlON AMOUNT I I 1 I I I-. c I ; - NOT VALID UNLESS VALIDATED BY TOTAL I CASH REGISTER