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Home My WebLink About1270 OAK AVE; ; CB011862; Permit02-1 9-2002 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Auulicant: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Residential Permit Permit No:CBO11862 1270 OAK AV CBAD RESDNTL Sub Type: SFD2U 1561 902600 Lot #: 0 $347,208.00 Construction Type: NEW 2 Structure Type: SFD 0 Bathrooms: 0 DANNA RESIDENCE 2556 SF HOUSE,640 SF 2DU,2 GARAGES=882 SF Reference #: Owner: Status: ISSUED Applied: 05/24/2001 Plan Approved: 02/19/2002 Issued: 02/19/2002 Entered By: MDP Inspect Area: Orig PC#: Plan CheaB 02/19/02 iXQ2 i)l. 02 CGP 25298 -55 WORTHING INC, B. A. DANNA ARMAND0 E M&DORA E R 690 CARLSBAD VILLAGE DR CARLSBAD, CA 92008 61 9-729-3965 1260 OAK AVE CARLSBAD CA 92008 Total Fees: $26,150.41 Total Payments To Date: $851.76 Balance Due: $25,298.65 Building Permit $1,310.40 Meter Size Plan Check $851.76 Meter Fee $140.00 Add'l Plan Check Fee $0.00 SDCWA Fee $2,004 .OO ' Strong Motion Fee $34.72 PFF $6,319.1 9 Park in Lieu Fee $0.00 PFF (CFD Fund) $5,833.09 Add'l Building Permit Fee $0.00 Add'l Recl. Water Con. Fee $0.00 ' Plan Check Discount $0.00 CFD Payoff Fee $0.00 Park Fee $0.00 License Tax $0.00 LFM Fee $0.00 License Tax (CFD Fund) $0.00 Bridge Fee $0.00 Traffic Impact Fee $701.24 Other Bridge Fee $0.00 Traffic Impact (CFD Fund) $790.76 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $1 89.00 Renewal Fee $0.00 ELECTRICAL TOTAL $60.00 Add'l Renewal Fee $0.00 MECHANICAL TOTAL $1 00.00 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $2,400.00 Housing InLieu Fee $0.00 Meter Size D5/8 Master Drainage Fee $1,323.86 Add'l Pot. Water Con. Fee $0.00 Sewer Fee $4,038.00 Recl. Water Con. Fee $0.00 Additional Fees $54.39 TOTAL PERMIT FEES $26,150.41 FINAL PP OVAL lnspecto - Date: & Clearance: NOTICE: Please take NOTICEJhat approval of your project includes the "Imposifion" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feedexactins." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your tight to protest the specified feedexactins DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feedexactions of which you have previously been qiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. @7///62 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged 0 of the work for which this permit is issued. i s ed. My worker's co Insurance Company (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED WLLARS IS1001 OR LESS) 0 to become subject to the Workers' Compensation Laws of California. WARNING. Failu thousand dollars ( I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance 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 r and policy number are: Policy ~&6 -0 I h"fb- 0775 Expiration Date 01 /O/ / 0- w, 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 er to criminal penalties and civil fines up to one hundred 3706 of the Labor code, interest and attorney's fees. wner of the pro Business and P with wages as their sole ontractor's License Law d rovided that such improve , will do the work and the structure is not intended or offered for sale to an owner of property who builds or improves thereon, and who does intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 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. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES 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 / address I phone number I contractors license number): Business and Professions Code for this reason: ON0 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 / address / 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 of work): PROPERTY OWNER SIGNATURE DATE S SEC 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 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 permit tssued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized bv such permit is suspended or abandoned at any time after the work is APPLICANT'S SIGNATURE DATE 5/e)a a period of I60 days (Section 106.4.4 Uniform Building Code). f \ WHITE: File YELLOW: Applicant PINK: Finance CIU of Crrbbad Final Building Inspection -KirTTJ L' I 'e$, ' 1 ' * ?qlt\r _I Dept: Building ng Planning CMWD St Lite Fire Plan Check #: Date: -- 03/26/2004 ..: Permit #: CBOl1862 Permit Type: RESDNTL Project Name: DANNA RESIDENCE Sub Type: SFDPU Address: 1270 OAK AV Lot: 0 Contact Person: NA Phone: 760434971 4 Sewer Disk CA WaterDist: CA Inspected Date By: ,/2~/2 2/77> inspected Date By: Inspected: Approved: Disapproved: 2556 SF HOUSE,640 SF 2DU,2 GARAGES=882 SF .......,....,.......1...11..11.........1..,..,*~.....~............,.,.....~..~.......~..........*.........~....~.~..*.~.............~~....~....~.........~ Inspected: d /, L / Approved: &-' Disapproved: Inspected Date By: Inspected: Approved: Disapproved: 1....1..........1.11.....,.,...................,.,..,.,,.....,....,~,,*~,,....,~,.,,,,,.,......,,,.,,,.,,,....,,,.,,.....*...,~.,........,.,.,~.,.......*.., Comments: Inspection List Permit#: CB011862 Type: RESDNTL SFDSU Date Inspection item inspector Act 06/01/2004 89 0610 1 I2004 89 03/29/2004 89 03/26/2004 89 1011 712003 17 1011 712003 23 10/03/2003 16 09/29/2003 14 09/29/2003 18 09/25/2003 14 09/25/2003 24 09/25/2003 34 09/25/2003 44 0911 712003 14 0911 712003 18 0911 712003 34 08/28/2003 3 1 oa12m003 23 0811 112003 31 07/31/2003 22 06/04/2003 13 05/27/2003 13 05/27/2003 14 05/27/2003 15 04/02/2003 13 04/02/2003 14 04/02/2003 24 01/29/2003 14 01 I2912003 15 09/27/2002 11 09/27/2002 12 09/27/2002 21 09/27/2002 31 09/26/2002 11 0911 912002 1 1 0911 912002 24 09/04/2002 11 0811 912002 1 1 0811 212002 1 1 Final Combo Final Combo Final Combo Final Combo Interior LathIDlywall GasiTestlRepairs Insulation FramelSteellBoltingNeldin Exterior LathIDrywall FramelSteellBoltingNeldin Roughflopout Rough Electric RoughIDuctslDampers FramelSteeUBoltingNeldin Exterior Lat h/Drywall Rough Electric UndergroundIConduit-Wirin GasTTestlRepairs UndergroundlConduit-W irin SewerNater Service Shear PanelsIHD’s Shear PanelsIHDs FramelSteellBoltingNeldin Roof/Reroof Shear PanelsIHD’s FramelSteellBoltingNeldin Roughfropout FramelSteeUBoltingNeldin RoofIReroof Ftg/Foundation/Piers SteeVBond Beam UndergroundIUnder Floor Underground/Conduit-Wirin FtgIFoundationlPiers Ftg/Foundation/Piers Roughflopout FtgIFoundationlPiers FtgIFoundationlPiers Ftg/Foundation/Piers PY PY PY RB RB PY PY PY PY PY PY PY PY PY PY RB PY PY PY PY PY PY PY PY PY PY PY PY RF RF RF RF RF RF RF RF RF RF AP RI co CA AP AP AP AP AP PA AP AP AP NR NR NR AP wc PA AP AP co wc AP PA wc PA wc AP AP AP PA PA co AP NR AP AP PA DANNA RESIDENCE 2556 SF HOUSE,640 SF 2DU,2 GARAGES Comments 127011 272 RESET FOR 3/29 BOTH UNITS BOTH UNITS EMR OK TO SCRATCH see list attached - ok to insulate FRM HOUSES TO GARAGES CONDUIT ONLY GUEST HOUSE & BOTH GARAGES OK GUEST HOUSE WASTE LINE ONLY 2 GARAGES & GUEST HOUSE COLUMN IS DRY PACKED STRUCTURAL CHANGE N.W. CORNEWNEED PAPERWORK OK TO PLACE CONCRETE FOR COLUMN OK TO PLACE CONCRETE GUEST HOUSE 2 GARAGE SLABS OK TO PLACE OK TO PLACE CONRETE BOTH GARAGES ONLY Wednesday, June 02,2004 Page 1 of 1 t . City of Carlsbad Bldg Inspection Request For: 06/01 /2004 Permit# CBO11862 Title: DANNA RESIDENCE Inspector Assignment: PY Description: 2556 SF HOUSE,640 SF 2DU,2 GARAGES882 SF Type: RESDNTL Sub Type: SFD2U Job Address: 1270 OAK AV Suite: Lot Location: APPLICANT WORTHING INC, B. A. Owner: Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Phone: 760434971 4 0 Inspector: Requested By: N/A Entered By: ROBIN Act Comment Associated PCRs/CVs Date 03/29/2004 03/26/2004 1011 712003 1011 712003 10/03/2003 09/29/2003 09/2912003 09/25/2003 09/25/2003 09/25/2003 09/2512003 0911 712003 0911 712003 0911 712003 08/28/2003 08/22/2003 Inspection History Description 89 Final Combo 89 Final Combo 17 Interior Lath/Drywall 23 GasTTesff Repairs 16 Insulation 14 Frame/SteeWBolting/Welding 18 Exterior LatMDrywall 14 Frame/SteeVBoltingAn/elding 24 RoughiTopout 34 Rough Electric 44 RoughlDuctslDampers 1 4 Frame/Steel/Bolting/Welding 18 Exterior LatMDrywall 34 Rough Electric 31 UndergroundIConduit-Wiring 23 GasiTesVRepairs Act lnsp Comments co PY CA PY RESET FOR 3/29 AP RB BOTHUNITS AP RB AP PY EMR AP PY AP PY OKTOSCRATCH PA PY see list attached - ok to insulate AP PY AP PY AP PY NR PY NR PY NR PY AP RB FRM HOUSES TO GARAGES wc PY City of Carlsbad Bldg For: 10/03/2003 Permit# CB011862 Title: DANNA RESIDENCE Inspection Request Inspector Assignment: PY Description: 2556 SF HOUSE,640 SF 2DU,2 GARAGES882 SF Type: RESDNTL Sub Type: SFD2U Job Address: 1270 OAK AV Suite: Lot Location: APPLICANT WORTHING INC, 6. A. Owner: Remarks: Total CD 16 Time: Description Insulation 0 Phone: 760434971 4 Inspector: Requested By: ARMAND0 Entered By: ROBIN Em/? Date . 09/29/2003 09/29/2003 09/25/2003 09/25/2003 09/25/2003 09/25/2003 OW 712003 09/17/2003 0911 ?I2003 08/28/2003 08/22/2003 0811 1/2003 07/31/2003 06/04/2003 05/27/2003 05/27/2003 05/27/2003 04/02/2003 04/02/2003 04/02/2003 0 1 /29/2003 01/29/2003 *. I .- Associated PCRs/CVs Inspection Histow Description 14 Frame/SteellBolting/Welding 18 Exterior LatNDrywall 14 FramelSteellBoltingNVelding 24 Rougmopout 34 Rough Electric 44 RougNDucts/Dampers 14 Frame/Steel/Bolting/Welding 18 Exterior LatNDrywall 34 Rough Electric 31 UndergroundIConduit-Wiring 23 GamesURepairs 31 UndergroundlConduit-Wiring 22 SewerNVater Service 13 Shear PanelsIHD's 13 Shear PaneldHD's 14 Frame/SteeVBoltingNVelding 15 RoofIReroof 13 Shear PanelslHDs 14 FrarnelSteellBoltingNVelding 24 RougNTopout 1 4 Frame/Steel/BoltingNVelding 15 RoofIReroof Act lnsp Comments AP PY AP PY OK TO SCRATCH PA PY see list attached - ok to insulate AP PY AP PY AP PY NR PY NR PY NR PY AP RB FRM HOUSES TO GARAGES wc PY PA PY CONDUIT ONLY AP PY AP PY co PY wc PY AP PY PA PY GUEST HOUSE & BOTH GARAGES OK wc PY PA PY GUEST HOUSE WASTE LINE ONLY wc PY AP PY 2 GARAGES & GUEST HOUSE Permit# Title: Description: City of Carlsbad Bldg Inspection Request For: 09/25/2003 CBO11862 DANNA RESIDENCE Inspector Assignment: PY 2556 SF HOUSE,640 SF 2DU,2 GARAGES=882 SF Type: RESDNTL Sub Type: SFD2U Job Address: 1270 OAK AV Suite: Lot 0 Location: APPLICANT WORTHING INC, B. A. Owner: Remarks: Total Time: Phone: 7604349714 Inspector: . Requested By: ARMAND0 Entered By: CHRISTINE CD Description Act Comment 14 FramelSteeVBoltingMIelding & h okck&& +i p4 * Associated PCRs/CVspf) 3- (?- InsDection History Date Description Act lnsp Comments 0911 712003 9 09/17/2003 0911 712003 08/28/2003 oa122.12003 oa/i 112003 07/31/2003 06/04/2003 05/27/2003 05/27/2003 05/27/2003 04/02/2003 04/02/2003 04/02/2003 01/29/2003 01 12912003 09/27/2002 09/27/2002 09/27/2002 09/27/2002 09/26/2002 0911 912002 14 FramelSteeUBoltingNllelding 18 Exterior LatWDrywall 34 Rough Electric 31 UndergroundJConduit-Wiring 23 GadTesURepairs 31 UndergroundJConduit-Wiring 22 SewerNVater Service 13 Shear PaneldHD's 13 Shear PanelsMD's 14 Frame/Steel/BoltingNJelding 15 Roof/Reroof 13 Shear PanelsIHDs 14 FramelSteeVBoltingNllelding 24 RoughKopout 14 FramelSteellBoltinglWelding 15 RoofIReroof 11 FtgIFoundationlPiers 12 SteeVBond Beam 21 UndergroundRJnder Floor 31 UndergroundIConduit-Wiring 11 Ftg/Foundation/Piers 11 FtglFoundationlPiers NR PY NR PY NR PY AP RB wc PY PA PY AP PY AP PY co PY wc PY AP PY PA PY wc PY PA PY wc PY AP PY AP RF AP RF PA RF PA RF CO RF AP RF FRM HOUSES TO GARAGES CONDUIT ONLY GUEST HOUSE & BOTH GARAGES OK GUEST HOUSE WASTE LINE ONLY 2 GARAGES & GUEST HOUSE COLUMN IS DRY PACKED STRUCTURAL CHANGE N.W. CORNEWNEED PAPERWORK OK TO PLACE CONCRETE FOR COLUMN CITY OF CARLSBAD NOTICE + (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE TIME F d YES L (760) 602-2725. RE-INSPECTION FEE DUE? ATION, CONTACT PHONE @ B#DING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 09/17/2003 Permit# CBOll862 Inspector Assignment: PY Title: DANNA RESIDENCE Description: 2556 SF HOUSE,640 SF 2DU,2 GARAGES882 SF Type: RESDNTL Sub Type: SFD2U Job Address: 1270 OAK AV Suite: Lot Location: APPLICANT WORTHING INC, B. A. Owner: Remarks: Total CD 18 Time: Description Exterior LatWDrywall Rough Electric 0 Phone: 760434971 4 Inspector: Requested By: DANNER RESIDENCE Entered By: ROBIN Act Comment Associated PCRs/ , InsDection History v Date 08/28/2003 08/22/2003 OW1 112003 0713 1 I2003 06/04/2003 05/27/2003 05/27/2003 05/27/2003 04/02/2003 04/02/2003 04/02/2003 0 1 I2912003 01/29/2003 09/27/2002 09/27/2002 09/27/2002 09/27/2002 09/26/2002 0911 912002 0911 912002 Description 31 UndergrouncUConduit-Wiring 23 GasKesVRepairs 31 UndergroundIConduit-Wiring 22 SewerMlater Service 13 Shear PanelslHD's 13 Shear PanelsIHD's 14 Frame/Steel/BoltinghV/Welding 15 RoofIReroof 13 Shear PanelsIHD's 1 4 FramelSteeVBoltingNVelding 24 Rougwopout 14 Frame/Steel/BoltinghVelding 15 RoofIReroof 11 FtgIFoundationlPiers 12 SteelIBond Beam 21 UndergrouncUUnder Floor 31 UndergroundKonduit-Wiring 1 1 FtgIFoundatiodPiers 11 FtgIFoundatiodPiers 24 RouglvTopout Act lnsp AP RB wc PY PA PY AP PY AP PY co PY wc PY AP PY PA PY wc PY PA PY wc PY AP PY AP RF AP RF PA RF PA RF CO RF AP RF NR RF Comments FRM HOUSES TO GARAGES CONDUIT ONLY GUEST HOUSE & BOTH GARAGES OK GUEST HOUSE WASTE LINE ONLY 2 GARAGES & GUEST HOUSE COLUMN IS DRY PACKED STRUCTURAL CHANGE N.W. CORNEWNEED PAPERWORK OK TO PLACE CONCRETE FOR COLUMN 1 CITY OF CARLSBAD NOTICE , (760) 602-2700 BUILDING DEPYTMEN~ 1635 FARADAY AVENUE PERMIT NO. FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? 0 YES PHONE @ CODE ENFORCEMENT OFFICER c City of Carlsbad Bldg Inspection Request For: 09/26/2002 P&@*gqq -. t !r Permit# CBOI 1862 Title: DANNA RESIDENCE Inspector Assignment: RF Description: 2556 SF HOUSE,640 SF 2DU,2 GARAGES=882 SF Type: RESDNTL Sub Tyce: SFD2U Job Address: 1270 OAK AV Suite: Lot 0 Location : APPLICANT WORTHING INC, B. A. Owner: Remarks: AFTERNOON Phone: 760434971 4 Inspector: If -. Total Time: Requested By: ARMAND0 Entered By: GIOVANNA CD Description Act Comments 11 FtglFoundationlPiers co S4kW CL#QY N, w Cor+iBeP-/Mrd 4 J // 24 Rough/Topout co Associated PCRstCVs InsDection History Date Description Act lnsp Comments 09/19/2002 11 FtglFoundationlPiers AP RF OK TO PLACE CONCRETE FOR COLUMN 09/19/2002 24 Rough/lopout NR RF 09/04/2002 11 Ftg/Foundation/Piers AP RF OK TO PLACE CONCRETE GUEST HOUSE 08/19/2002 1 1 FtglFoundationlPiers AP RF 2 GARAGE SLABS OK TO PLACE 08/12/2002 11 FtglFoundationlPiers PA RF OK TO PLACE CONRETE BOTH GARAGES ONLY //dB .. N CITY OF CARLSBAD BUILDING DEPARTMENT OTICE (7601 602-2700 1635 FARnDAi AVENUE 1 b YES FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? /fe// ~OZ --17/5 PHONE @ BUILDING INSPECTOR CODE ENFORCEMENT OFFICER EsGil Corporation Zn Partnership with Government for BuiUing Safety DATE: September 8,2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-1862 SET: I1 PROJECT ADDRESS: 1270 Oak Ave. PROJECT NAME: Danna Residence IXI 0 0 0 0 0 IXI 0 0 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Mail Telephone Fax In Person By: Bill Elizarraras Esgil Corporation Enclosures: Soils RprVLtr, Title 24 Struct. & Truss calc’s 0 GA 0 MB EJ 0 PC 8/30/0 1 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 J’ - EsGil CorDoration ~~ - I Zn Partnership with Government for aui&fingsafity DATE: June 8,2001 J U RI S DI CTI ON: Carlsbad PLAN CHECK NO.: 01-1862 PROJECT ADDRESS: 1270 Oak Ave. PROJECT NAME: Danna Residence SET I 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: B.A. Worthing Inc. P.O. Box 1041 I Carlsbad, CA. 92008 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: B.A. Worthing Date contacted: _- /S/o (by:frk) REMARKS: Telephone #: 760-729-@7&4 3%-5 Fax #: (7 c-c) 2129 0-4 2.1 Mail - Telephone Fax- In Person By: Bill Elizarraras Enclosures: Esgil Corporation [7 GA 0 MB 0 EJ [7 PC 5/2 1 10 1 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 0 1- 1862 June 8,2001 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 01-1862 PROJECT ADDRESS: 1270 Oak Ave. FLOOR AREA: 2556 sqft. Dwelling STORIES: 2 640 sqft. 2nd Dwelling Unit 882 sqft. Garage's HEIGHT: 26' REMARKS: DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 5/21/01 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bill Elizarraras COMPLETED: June 8.2001 J U Rl SDl CTl ON: Carlsbad DATE PLANS RECEIVED BY FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed UP the recheck process. please note on this list (or a CORV) where each correction item has been addressed, Le.. plan sheet number, wecification section. etc. Be sure to enclose the marked UP list when vou submit the revised plans. Carlsbad 01-1862 June 8,2001 PLANS 1. 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, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications and calculations shall be signed and sealed by the California State licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). 3. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, etc.). Additionally, provide the following note on the plans, per Sec. 106.3.4.2: “Submittal documents for deferred submittal items shall be submitted to the architect or engineer of record, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official.’’ 0 GENERAL RESIDENTIAL REQUIREMENTS 4. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) 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. Mst. Bath door to window. 0 EXITS, STAIRWAYS, AND RAILINGS 5. Guardrails (Section 509.1): Carlsbad 0 1- 1862 June 8,2001 6. 7. 8. 9. 10. 11. 12. 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. 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". Provide stairway and landing details. Sections 1003.3.3. a) b) Minimum headroom is 6'-8". c) Minimum width is 36". Show maximum rise is 8" and minimum run is 9". Handrails (Section 1003.3.3.6): a) b) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. The handgrip portion of all handrails shall be not less than 1-114 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. 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 1003.3.3.9. ROOFING Show the required ventilation for attics (or enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters). The minimum vent area is 1/150 of attic area (or 1/300 of attic area if at least 50% of the required vent is at least 3 feet above eave vents or cornice vents). Show area required and area provided. Section 1505.3. 0 FOUNDATION REQUIREMENTS Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. Investigate the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. This does not apply to detached, sinale- story dwellings. Section 1804.5 Carlsbad 01-1862 June 8,2001 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). Note on plans that surface water will drain away from building and show drainage pattern. Section 1804.7. FRAMING Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2306.7. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. IO'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 23-IV-B. @ Entry, Design all others exceeding these limitations. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). Per UBC Section 2321.4, 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 the size of all structural floor-framing members. Section 2320.1 1.6. Provide calculations for lateral loads, shear panels, shear transfer and related. Section 106.3.3. or meet the conventional light framing requirements per UBC 2320. I 1.3 Specify nail size and spacing for all shear walls @ Main Dwelling upstairs. Sections 231 5 and 2513. (Symbols are incomplete). Carlsbad 0 1 - 1862 June 8,2001 24. 25. 26. 27. 28. 0 MECHANICAL (UNIFORM MECHANICAL CODE) Show the location, type and size (BTU's) of all heating and cooling appliances or systems. 0 ELECTRICAL (NATIONAL ELECTRICAL CODE) Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations. 0 CITY REQUIREMENTS All new residential buildings require a soils report. An update letter is required if the report is more than 3 years old. New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). 0 MISCELLANEOUS 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 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921 23; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bill Elizarraras at Esgil Corporation. Thank you. Cite . e e -- e BUILDING PLANCHECK CHECKLIST DATE: bd //- O/ PLANCHECK NO.: CB O/ - 1562 PROJECT DESCRIPTION: 6. A ASSESSOR’S PARCEL NUMBER: BUILDING ADDRESS: ki .Am 156 - /QO -2 - 6 EST. VALUE: 3q 7; &q ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 0 A Right-of-way permit is required prior to construction of the following improvements: DENIAL Please se attached report of deficiencies marked w@ ke necessary corrections to plans or speci ns for compliance with applicable codes and standards. Submit corrected plans andlor specifications to this office for review. By: By: Date: 9-24 Date: /O REATION TO ISSUE ATTACHMENTS Dedication Application ENGINEERING DEPT. CONTACT PERSON Name: TANIYA WADE City of Carlsbad Dedication Checklist Improvement Application Improvement Checklist Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 17601 602-2773 CFD INFORMATION Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-way Permit Application Parcel Map No: Lots: Recordation: Right-of-way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Carlsbad Tract: A-4 BUILDING PLANCHECK CHECKLIST 1. Provide a fully dimensioned site plan drawn to scale. Show: F. Right-of-way Width & Adjacent Streets xisting or proposed sewer lateral sed water service isting or proposed irrigation service / 2. Show on site plan: rainage Patterns Kuilding pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. drainage of 2% to swale 5’ away from building.” 2. ADD THE FOLLOWING NOTE: “Finish grade will provide a minimum positive Existing & Proposed Slopes and Topography ize, type, location, alignment of existing or proposed sewer and water service econd dwelling units and apartment complexes are an exception. ewer and water laterals should not be located within proposed driveways, per that serves the project. Each unit requires a separate service, however, P standards. 0 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 2 RN. 7/14/00 ' BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE does not comply with the following Engineering Conditions of approval for Project NO. WA S,GWAG~ fik?fq*A+! bbq , ,&-eZJ- li&\qf 00 f\ol L42w&&q?e rjg,r-+ I J' 0 0 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000, pursuant to Carlsbad Municipal Code Section 18.40.030. 0 a/ @/p" 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@) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75,000, pursuant to Carlsbad Municipal Code Section 18.40.040. 0 0 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 3 Rev. BUILDING PLANCHECK CHECKLIST 3RD 1ST 2ND checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18-40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. deture public improvements required as follows: 0 0 0 0 0 0 0 0 0 0 0 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: Damaqed or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 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 Gradinq Permit must be issued and rouqh qradinq approval obtained prior to issuance of a Buildinq 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.) H:\WORO\M3CS\CHKLSTWRBuildinp PIanchck cklst Form (Genetic 7-lcoO).aoC 4 Rev. 7/1uM) Y BUILDING PLANCHECK CHECKLIST 1ST 2ND no / I 3RD 7d .No Grading Permit required. 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 andlor private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. ight-of-Way permit required for: # 0 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, Industrial Waste permit accepted by: Date: IO. NPDES PERMIT Complies with the City’s requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best 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. management practices to reduce surface pollutants to an acceptable level prior to B/o 0 I 1. fees are attached Q No fees required WATER METER REVIEW 0 0 0 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. 0 All single family dwelling units received “standard” 1” service with 5/8” service. 5 Rev. 7/1uW BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 0 If ownerldeveloper proposes a size other than the “standard, then ownerldeveloper must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the “meter sizing schedule” to verify the anticipated meter size for the unit. 0 Maximum service and meter size is a 2” service with a 2” meter. If a developer is proposing a meter greater than 2, suggest the installation of multiple 2” services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled “I”, and potable water is typically a circled “W. The irrigation service should look like: STA 1+00 Install 2 service and I .5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the servicelmeter will be installed via another instrument such as the building plans or grading plans (wl a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: 0 Hydraulic grade line 0 Elevation at point of connection (POC) 0 Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve 0 Total Sprinkler heads listed (with gpm use per head) 0 Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water V 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation servicedmeters to a new recycled water line in the future. 0 0 0 12c. Irrigation Use (where recycled water is available) I. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. owever, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 7 Rev. 7HuOO ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: Bldg. Permit No. cfi Prepared by: @, Date: o/l]jo/ Checked by: e &e: (0 + (,!$ 'd/ EDU CALCULATIONS: List types and square footages for all uses. I Types of Use: 5-A Sq. Ft./Units: EDU's: L A Types of Use: Sq. Ft./Units: EDU's: 1, ADT CALCULATIONS: List types and square footages for all uses. 6 Types of Use: sa Sq. Ft./Units: 1 ADT's: I I, - Types of Use: 5& Sq. FtJUnits: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) -0 4 - -W 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$ =$ 14%- t 5FR -#G TRAFFIC IMPACT FEE ADT's/UNITS: 1 SDU X FEE/ADT: a3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 - DIST. #2- DIST. #3 - 1 - ADT's/UNITS: X FEE/ADT: =$ ZONE: - 444. FACILITIES MANAGEMENT FEE UNIT/SQ.FT. : X FEE/SQ.FT./UNIT: =$ 5. SEWER FEE EDU's: 9 X FEE/EDU: 14w =$ 3 wir c BENEFIT AREA: 6 RAINA AGE FEES PLDA b: @. POTABLE WATER FEES 3735- 13 w35 L_ r, - EDU's: X FEE/EDU: =$ -6. SEWER LATERAL ($2,500) =$ HIGH /LOW Y x FEE/AC:J$+@ =$ ACRES: 95% UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION _LdIiS*~~ -- -- Word\DocsWMomu\Fee Calculation Worksheet 1 of2 Rev. 7/14100 r L . ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ SNOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. Word\Docs\Misfonns\Fw Calculation Worksheet 2 of2 Rev. 7/14/00 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 0 \ \ $62 Address \a7 0 OaK AVC. APN: \56 - 190-2.6-00 Type of Project & Use: 5F Q GO d Zoning: R- I General Plan: R L M Facilities Management Zone: CFD (idout) # Date of participation: Remaining net dev acres: Planner Paul Godwin Phone 760-602-4625 5 0 U Net Project Density: DU/AC Circle One (For non-residential development: Type of land used created by this permit : 1 Leqend: Item Complete Item Incomplete - Needs your action Environmental Review Required: YES NO x TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES x NO TYPE 5Du I\ PROJECT NO. 5crond DwcIIiq LCO~‘+ 1‘ OTHER RELATED CASES: 3 pe?fo;+ U- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone AssessmenVCompliance Project site located in Coastal Zone? YES NO If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Dr, Suite 103, San Diego Determine status (Coastal Permit Required or Exempt): If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: CA Coastal Commission Authority? YES NO- CA 921 08-4402; (61 9) 767-2370 Coastal Permit Determination Form already completed? YES NO- 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. H:\ADMIN\COUNTER\BldgPlnchkRevChklst lnclusionary Housing Fee required: YES NO (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO - (NPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: 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. 2. Provide legal description of property and assessor's parcel number. Zoning : 0 [7 )$ 0 1. Setbacks: Shown 70' I Front: Required 20' Rear: Required lo' Shown \O' w Interior Side: Required 5' Shown Street Side: Required - Shown - 2. Accessory structure setbacks: Required 20' Shown go'@ Interior Side: Required Shown 6' Rear: Required lo' Shown 3 7' Structure separation: Required 10' - Shown aa A Front: Street Side: Required - Shown - 3. Lot Coverage: Required % Shown OK 5QQ f zq' 15 4. Height: I Required &uc 5 30' Shown acs 0 5. Parking: Spaces Required 3 Cor qateqc Shown 7 car aaro~ e Guest Spaces Required Shown a 0 @ Additional Comments OK TO ISSUE AND APPROVAL ENTERED INTO COMPUT DATE H:\ADMIN\COUNTER\BldgPlnchkRevChklst ........ .. , .. ... ... ..... I. ,. I ......... ... .. , L' , .I .....,....I.. , ,'. I. ATION PLAN FOR POST OITIONS SEE DETAIL I. .. . .' - _. SHEET NO OF CALCUUTED BY OAT€ $//@ -0% TH&A, INC. Engineering and code coruuItant3 Escondido. CA. 92025 CHECKED BY MTE 125 West Misslon Ave. Suite 201 .. 8, TJ-BeamlTM) 6 02 Serial Number 7w2015808 x I FB-8 Beam 5 1/4" x 14" 2.OE Parallam PSL User 2 911 8/02 3 23 Cd AM Pape 1 Engine Version 1 2 1 Overall Dimension: 12' PROJECT INFORMATION: OPERATOR INFORMATION: TH&A, Inc. 125 West Mission Av. Suite 201 Escondido, CA 92029 Phone : (760) 746-51 12 TH%A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 Tel.: (760) 746-5112, Fax: (760) 741-0480 I STRUCTURAL CALCULATIONS 1270 OAK AVE., CALRSBAD, CA. DATE: May 24,2001 PROJECT NO. : 01-25 JOB I270 (7d c. SPrJ. 1 Hoares. TH&A, INC. SHFETNO OF ' ' Engineering and Code Consultants CALCULATED BY DATE . gv j<# 2Q01 3 125 West Mission Ave. Suite 201 Escondido, CA. 92025 CHECKED BY DATE L .- 5143 "e Notes: . Structural calculations are for the analysis or design of primary structural systems and elements. Other connections and attachments of non-structural elements, or systems are the responsibilities of the architectural designer unless they are shown otherwise by the Engineer. . This calculations and specifications are for this address only. Any other use is not allowed and Engineer shall not be responsible for the unauthorized use. . Architectural designer is responsible for all applicable sketching details on plans which should represent required fiaming conditions, details needed for construction purposes. *.., 8 .,...,....... I., I. JO8 a TH&A, INC. SHEET NO OF /I CALCULATED BY Engineering and Code Consdtants 125 West Mission Ave. Suite 201 / 3 Escondido, CA. 92025 CHECKED BY DATE SCALE ". ~ TH&A, INC. Engineering and Code Consdtanb 125 West Mission Ave. Suite 201 Exondido, CA. 92025 SHEETNO.5 OF CALCULATE0 BY DATE 3 CHECKED BY DATE SCALE TH&A, INC. Engineering and Code Consdtants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 SHEETNO .A OF CALCULATED BY DATE qH 2$01 CHECKED BY DATE 3 JOE SHEETNO A OF Engineering and Code Consdtanb CALCULATEDBY DATE cH ! q0 2 I Escondido, CA 92025 CHECKED BY DATE TH&A, INC. 125 West Mission Ave. Suite 201 I TH&A; INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 SHEET NO. OF CALCULATED Br DATE CHECKED BY DATE t :. ............. ......... ......................................................... :. ........... ~ ........... .* ............................ . ............ .......... ...... .................................................................................... ... ... .... ... ................ ” ................................................................. ... ,. ... ................................................ ..~. .......... TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 JOB SHEETNO OF CALCULATED BY DATE CHECKED BY DAk SCALE 20' I .. IW TH&A, INC. Engineering and Code Consdtants 125 West Miision Ave. Suite 201 Escondido, CA. 92025 SHEET NO. OF CALCULATED BY I 3 CHECKED BY DATE THdkA, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 CALCULATED BY I CHECKED BY D*L tu t I I--- @> TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA 92025 SHEET NO OF CALCULATEDBY DATE 5- 15 280 I - CHECKED BY DAk TH&A, INC. Engineering and Code CondtatS 125 West Mission Ave. Suite 201 Escondido, CA. 92025 SHEET NO. OF CALCULATED BY OATE q*.!sH 28p t CHECKED BY DATE .,. .. . .. ... , . . ., . ,. , . . , . , . ,. , . . ,, , , , . . .. .. . .. .. . . . . . . , . . .. . . . . ... ... . .. . .. ...... .... ..... ....... ..,............ _. ... .. ... ......... ... .. ........... I.- ......... :...- .......... - ......... ........ . ........ .......... .. .: .. TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido. CA. 92025 CHECKED BY DAL . .... .,, . . .. .. . . , . . ... . .., . .. ... ... . .. . ... .. . .. , . ...... ... . . . ...... . ... . . ...... ... . . . ...... . ... .. .. . . . . JOB SHEETNO A OF CALCULATED BY CHECKED BY DATE i TH&A, INC. Engineering and Code Consdtants 125 West Mission Ave. Suite 201 Escondido. CA. 92025 U JOB SHEET NO. OF CALCULATED BY CHECKED BY D*k TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 CALCULATE0 BY CHECKED 8Y DAL ... ........ ...... .................................................................................... .. .............. ... ............................................ " ................................................................. .............................. + ........ SHEET NO CALCULATED BY DATE A0l2@%d TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 CHECKED BY DA& Page 4 of 4 Report No. NER-119 1-314" Bearing Length Table 2 - PROPERTIES FOR TJI JOISTS3 3-112" Bearing Length BASIC PROPERTIES 9-1/2 11-718 Resist Moment (ft.-lbs.) 2.0 2730 1120 160 4.5 945 NA 1120 NA NA 1895 NA 2440 NA NA 2.3 3620 1420 276 4.5 945 NA 1420 NA NA 1895 NA 2440 NA NA El x 1 o6 (in2-lbs) - 9-112 11-7/8 914 16 I REACTION PROPERTIES 4,5,6 2.2 3210 1120 185 4.5 1015 NA 1120 NA NA 2.5 4260 1420 319 4.5 1015 1120 1420 1420 3-8d 28 5210 1710 474 4.5 1015 1120 1560 1710 3-8d 3.0 6075 1970 653 4.5 1015 1120 1560 1915 3-8d K - 9-112 11-7/8 14 16 I End Reaction (Ibs.) I 2.7 3745 1120 231 4.5 1120 NA 1120 NA NA 2320 NA 2870 NA NA 3 0 5000 1420 395 4.5 1160 1420 1420 1420 3-8d 2320 2680 2870 3225 3-8d 3.2 6135 1710 584 4.5 1160 1505 1615 1710 3-8d 2320 2680 2870 3225 3-8d 3.5 7205 1970 801 4.5 1160 1505 1615 1970 3-8d 2320 2680 2870 3225 3-8d 11-718 14 16 TJVPro 150 4.2 7675 1925 593 5.3 1400 1875 1885 1925 3-16d 3355 3830 3970 4445 3-16d 4.5 9420 2125 874 5.3 1400 1875 1885 2125 3-16d 3355 3830 3970 4445 3-16d 4.7 11065 2330 1192 5.3 1400 1875 1885 2330 3-16d 3355 3830 3970 4445 3-16d I Intermediate Reaction (Ibs.) I 9-112 11-7/8 14 3-1/2" Bearing Length 2.4 2570 1120 141 4.5 1120 NA 1120 NA NA 2480 NA 2900 NA NA 2.7 3430 1420 246 4.5 1120 1120 1420 1420 3-8d 2480 2480 3475 3600 3-8d 2.9 4205 1710 368 4.5 1120 1120 1615 1710 3-8d 2480 2480 3475 3600 3-8d I NO I YES 5-1/4" Bearing Length Stiffeners' Nails Req'd 2030 2385 2575 2930 2030 2385 2575 2930 1. 2. 3. 4. 5. 6. 7. 8. Refer to the document titled, Code Evaluated Residential Products, dated May 2000, for web stiffener details. Uniform load deflection is calculated as detailed in the document titled, Code Evaluated Residential Products, dated May 2000. The stated allowable design properties are for loads of normal duration. Adjustments to the allowable design values shall be in accordance with the applicable code. Interpolation between bearing lengths and joist depths is permitted for allowable design reactions. The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener. Allowable bearing lengths have been determined based on Trus Joist Products. Allowable bearing on supporting members shall be checked. Joist weights shown are calculated on a rational basis, are based on heavier of eastern or western species products and are suitable for use in dead load calculation. Contact the producing plant for shipping weight information, if needed. 1 inch = 25.4 mm, 1 plf = 14.6 N/m, 1 ft-lb = 1.36 N-m, 1 Ib = 4.4 N, 1 in2-lb = 2.9 kN-mm'. HOW TO USE THESE TABLES 'I I Determine the total load and live load on the joist in pounds per lineal foot (plf). 2 Locate under JOIST CLEAR SPAN a span that meek or exceeds the required joist span. 1 kaii tc thr right until you find J cell where both the maximum TOTAL LOAD value and :tic fiiil\jinli,i) LIVE LOAD valiie meet or exceed the required lo,ldr In cells where LIVE LOAD i iiet 115:cd TOTAL LOAD WIII control joi,t I, slio\w .it t1.c top of thc coluini! iii <\I>,.', !a< .VI1 1, IOCLltCd 4 ,cw~l .lod dcplh c11 tlic .ippfopriJttl TJl JOIST CLEAR SPAN r -671 322 I 322 1 1 264 1 ~~ 10' I 128 195 195 ' 195 1 142 1 149 1 i 149 1 160 I 160 I 160 12' I '6 I39 I30 I63 163 i 87 1 124 1 124 I 99 1 133 133 I 14' I 50 101 86 137 125 140 I 57 1 107 95 1 107 I 65 i 114 1 108 ' 114 I I 19 I 29 I I 21 I 1 2 64 ' 264 - i 301 436 43c.4 I99 199 I 227 I 1 221 1 227 I 1 329 329 32s 1 I 10' I I60 160 I 182 1 1 182 1 1 182 I ' 264 ' 264 I 34' I I 21 I 1 31 21 1 42 1 1 31 1 23 46 I 31 bj 1 GENERAL NOTES T~biel JI~ ba\ed on WEB STIFFENER REQUIREMENTS * clnircrmly loaded !oi,tr LJ~UK, shown a>\umc no compo5ite xtlon provided by sheathing. Mo,t restrictive ot 5iinple or multiple span TOTAL LOAD limik Joist deflection to 11240 LIVE LOAD I\ bawd on joist deflection of 11480 Required if the sides of the hanger do not laterally support the TJl' pit top flange Iiic load dcrlt.ct~on hmit 01 Li360 15 desired multiply value in LIVE LOAD .~,..~tiiw 12, ' 3: TI-,- it'\ttlttii< hvt lo~d rh,ill rot rxceed rhr TOTAL LOAD shown 9%" Ill%" 1 14" I 16" 18" 1 lic~i-t~Ii:iii~ 1J 1, S l'iii-:illiiiii I'SL Design Properties Design values shown are for 100% load duration 13/4" 1.8E WS MICROLLAM LVL 1.8E WS MICRQLLAM " LVL \l c; ALLOWABLE DESIGN STRESSES Shear modulus of elasticity G = i 12 500 pst Modulus of elasticity E = 1 8 x loc psi Flexural stress F, = 2600 psi Compression perpendicular to grain parallel to glue line Cornpression parallel to grain Horizontal shear perpendicular F,- = 750 psi F,II = 2460 psi to glue line F, = 285 psi I Moment(ft.Iba.) I 2190 i 3520 1 5885 8940 12125 115495 19365 I I Moment of lnertla(in4) I 25 1 55 1 >25 ' 245 I 430 1 595 1 850 I 1 Weiaht Ilbs.llin. ft.) I 2 8 1 3 7 4 8 I 6 0 ! 7 t 1 8 1 1 9 1 I GENERAL NOTES: * Laltral %?port 31 Seam compression edge is reqdired a! .n!ervals 01 24" o c or closer . See hER-'?E for xdll 3181 aesign inlormation (1) For 12-inch depth For others, multiply by l2 13' (2) F,, shall not be increased for duration of load [TI 1%'' 2.OE WS PARALLAM' PSL 21%6'' 2.OE WS PARALLAM" PSL DEPTH 9%'' I ll'h'' 1 14" 1 16" I 18" DESIGN PROPERTY (Moment of Inertia (in')] '25 245 3OC 595 3501 _i__ I Weight (Ibs./lln. ft) I 5 2 6 5 d81 98 3'h" 2.OE WS PARALLAM& PSL 5'/4" 2.OE WS PARALLAM< PSL 1 Moment (ft. Ibs.) I 1 ? 055 ' 3 900,2; 16C 34 355 ~ 3 665 t Shear (Ibs.) 1 E 430 8 035 j 9 475 ~ io e25 I 2 180 '95 - -4 '30 Moment of lnertla (in+)\ 30 490 1 800 I Welght(Ibs./lln.tt) 1 '04 130i 1531 75 1971 7" 2.OE WS PARALLAM' PSL 2.OE WS PARALLAM' PSL ALLOWABLE DESIGN STRESSES Shear modulus 01 elasticity G = 125 000 ps Modulus of elasticity E = 2 0 x 10- psi Flexural stress F, = 2900 psi Co-npression perpendicular to grain parallel to wide lace of slrands F,_ = 650 psi Horizontal shear perpendicular Compression parallel to grain F,i\ = 2900 psi to wide lace 01 strands F, = 290 psi (1) For 12 inch depth For others mulliply by (2~ F, shall not be increased lor duration of load l2 [TI I Moment (R. Ibs.) I ii: 115 39 805 54 325 'E9 905 1 e' 325 I Shear (Ibs.) i 2 855 6 C:C ~ 18 945 121 655 24 360 Moment of inertia (In') 500 9'5 1 60G Weloht (Ibs./lln. R ) 2C 8 26 0 30 6 35 0 WS indicates Western Species Western Species ray include Douglas fir loogepole pine, western hemlock or white fir. Microllam LVL & Parallamw PSL - Allowable Holes i A C a rari 01 Pe iargeii noir inin r' urn *. DO N0T;ul. rolch or drill holes IC Parallam' PSL excepi as Indicated In chart and illt&lralion GENERAL NOTES: ROUND HOLE CHART sage 26 10) 3?h" 2.OE ES or WS Parallam* PSL Allowable Load 26 I 67 67 28 I 51 1 51 ' 30 1 40 1 40 . (For 13/4", P1/16 ", 5% " and 7" beams, see multiplier below) 58 73 73 62 125 125 103 148 148 121 246 246 196 370 370 290 526 526 409 46 56 56 50 98 98 83 116 116 97 195 195 158 294 294 234 420 420 330 38 44 44 41 77 77 67 92 92 79 156 156 129 237 237 191 340 340 270 Table 4: Floor - (plf) 105 I 143 I 156 I 216 I 220 I 310 30 1 25 I 27 1 27 1 30 I 45 I 55 I 531 66 1 86 I 113 I 127 I 173 1 180 I 250 Table 5: Roof - (plf) GENERAL NOTES: 1 Values shown are the maximum uniform loads, in pounds per lineal foot (plf), that can be applied to the beam in addition to its own weight. 2 Tables are based on uniform loads and the most restrictive of simple or continuous span. Shaded areas represent load conditions con- trolled by a continuous span condition. 3 Tables can be used for 1 %", 2l%6", 3%", 5%", or 7" width beams. Use the following multipliers to calculate the allowable load for each width: 1%" width beam ID': Use values in table x 0.50 2l%61' width beam: Use values in table x 0.77 3%" width beam la': Use values in table. 5l14'' width beam: Use values in table x 1.50 7" width beam: Use values in table x 2.00 (a) Tables are for one 3%" beam. When properly fastened together, double the values for two 3%" beams. When top loaded, fasten together per L6 on page 18. When side-loaded see page 24 for connection of multiple pieces. . (b) 1%" x 16" and 1%" x 18" beams are to be used in multiple member units only. 4 Parallam3 PSL beams are made without camber; therefore, in addi- tion to complying with the deflection limits of the applicable model code. other deflection considerations, such as ponding (positive drain- age is essential) and aesthetics, shall be evaluated. ' Page 54 of 56 5. Lateral support of beam compression edge is required at intervals of 24" O.C. or closer. 6. Lateral support of beams is required at bearing points. 7. Bearing area to be calculated for specific application; see table on page 24. Floor Beam Sizing: - To size a beam for use in a floor it is necessary to check both live load and total load. Make sure the selected beam will work in both columns. When no live load is shown, total load will control. Total load column limits deflection to U240. Live load column is based on deflection of U360. Check model code for other deflection criteria. * For live load deflection limits of U240 and U480 multiply loads shown in live load column by 1.5 and 0.75 respectively. The resulting live load shall not exceed the total load shown. Roof Beam Sizing: Total load column limits deflection to U180. For stiffer deflection crite- ria, check U240 column at total load. Check model code for other deflection criteria. * Roof members shall either be sloped for drainage or designed to account for load and deflection as specified in the applicable model code. Report No. NER-119 I 1 r ! r i t i I i ! i 1 F JOB SHEET NO 19 OF CALCULATED BY DATE 6-12-WI CHECKED BY DATk 7" x 14" 2.OE ParallamQ PSL TJ-Beamn* v5 55 Senal Number 700113014 BEAMUSA 1111 714101 102823~~ Page 1 of 1 Build Code 146 I THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 18' 8 Product Diagram is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES. Application. Tributary Load Width: 1' Loads(psf): 0 Live at 100% duration; 0 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(l.OO) 126 156 0 to 18' Adds to Point(lbs.) Floor(l.OO) 4312 1892 9' Adds to Point(lbs.) Floor(1 .OO) 1313 923 12' Adds to SUPPoRTS: INPUT BEARING REACTIONS(1bs.) WIDTH LENGTH LIVEIDEADITOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50' 2.25" 3703 I2931 I6633 1 14.0' Detail A3 I .25" LSL Rim 2 2x4 Plate 3.50' 2.492" 4148 I3244 I7393 1 14.0' Detail A3 1.25' LSL Rim - See TJ SPECIFIER'S I BUILDER'S GUIDES for detail(s): A3. - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL LOCATION . Shear(lb) 7362 6958 18947 dPassed(37%) Rt. end Span 1 under Floor loading Moment(ft-lb) 46122 46122 54323 JPassed(85%) MID Span 1 under Floor loading Live Defl.(in) 0.455 0.589 VPassed(U466) MID Span 1 under Floor loading Total Defl.(in) 0.770 0.883 Xassed(U275) MID Span 1 under Floor loading J - Deflection Criteria: STANDARD( LL: U360, TL:U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availabilty. - Allowable Stress Design methodology was used for Code NER analyzing the TJ Residential product listed above. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available THU, Inc. Trang Huynh 125 W. Mission Ave., Suite 201 Escondido, CA. 92025 760-746-51 12 760-741-0480 Copynght 0 2000 by Trus Joist. a Weyerhaeuser Business Parallad is a registered trademark of Trus Joist TJ-Pron* and TJ-BeamN are trademarks of Trus Joist TH&A,. INC. SHEET NO 2Q OF CALCULATED BY DATE 6-12-2801 Engineering and Code Consultants 125 West Mission Ave. Suite 201 Exondido, CA. 92025 CHECKED BY DA+ JOB SHEET NO 21 OF CALCULATED BY DATE Ld'12c%I TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 CHECKED BY OAk . .. ... . .. ~ SHEET NO OF CALCULATED BY Dm G;-!Z-26p1 TH&A, INC. Engineering and Code Consultants 125 West Mission he. Suite 201 Escondido, CA. 92025 CHECKED BY OAk \ a.OJW - ' SHEET NO A- OF CALCULATED BY DATE fo OIzd%v! CHECKED BY DASE TH&A,, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 JOB SHEET NO. OF CALCULATED BY DATE 6-1ze'Lg-0\ CHECKED BY DA& 91 TH&A, INC. EngIneerlng and code consultants 125 West Mwsion Ave. Suite 201 Escondido. CA. 92025 SHEET NO OF CALCULATED BY DATE dflrz-%7l CHECKED BY DAk SCALE TH&A, INC. SHEET NO. . 2.6 OF Englneering and Code Consultants CALCULATED BY DATE &12-zdpl 3 125 West Mlssion Ave. Suite 201 Escondido, CA. 92025 CHECKED BY DATE ................. > .. , ............ , ...... i ....... ....... ~ ....... ......................... ...... .. ..~. . ~ . *.. ......................... ..(.. ........................ ............ ...... %. , JOB 12w TH&A, INC. SHEET NO. OF CALCULATED BY DATE 6- 13*2Wl Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 CHECKED 8Y DA~E 14 I 3 77% 2Xe , 3SK, 88-16dsinkers - - 1 4390 5855 5855 - - - 40-16d - - , 2575 3430 3430 - - - 1 lXs 1 6% 8-16d - - 1 550 735 885 - - - I Model 1 No. ~ LSTA9 j LSTA12 1 LSTAl5 LSTAl8 1 LSTA21 ST2115 ST221 5 Typical Floor- to-Floor Tie Installation showing a Clear Span 22-10d - - 1255 1670 1715 - - - 1455 1940 2330 - - - 30 LSTA36 j '~ 36 ' LST149 I ' 26-10d - - 1480 1715 1715.'- - - , LSTA30 3% 49 32-10dXls - - ___1t LST173 MSTA9 ' MSTA12 CMSTA'S , MSTA21 1 'ST18 I 'MSTC52) 8 MSTC66: MSTC78 j ST6236 FHA6 1 __T Floor-to-Floor Clear Span Table 1 FHA9 18 112-16dsinker[ 920 1 1105 i MSTc2j 16 116-16d sinker1 1225 1470 1 I2 @ @ loading and these minimum member thicknesses MST-Z'K, HST2 and HST5-4, HST3 and HST6-4W Bolts are installed both perpendicular and parallel-to-grain 6 PS strap design loads must be determined for each installation PS218' PS418' PS720' HST5 HST3 HST6 L I Loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Floor of the table loads (all models except MSTC). 5 Allowable bolt loads are based on parallel-to-grain loads may not be increased for other load durations 2 10dxllh' nails may be substituted where 16d sinkers are specified at 0 80 (MSTC) of the table loads 3 1Od commons may be substituted where 16d sinkers are specified at 100% of table loads (all MSTC models) 4 16d sinkers (9 gauge x 3%') or 10d commons may be substituted where 16d commons are specified at 0 84 57 JOB 123.0 , SHEETNO A OF CALCULATED BY ~ DATE 6- rs,zso/ TH&A, INC. Escondido, CA. 92025 CHECKED BY DAiE Engineering and Code Consultants 125 West Mission Ave. Suite 201 Y TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 JOB 12?b SHEET NO. 29 OF CALCUIATED BY DATE CHECKED BY DA~E J .- - SHEET NO. OF CALCULATED BY CHECKED BY DA~E DATE 6 -)9*% / TH&A, INC. Engineering and Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 JOB . SHEETN0.A OF CALCULATED BY DATE/,-13d%l CHECKED BY OAk , TH&A, INC. Engineering bd Code Consultants 125 West Mission Ave. Suite 201 Escondido. CA. 92025 CHECKEO BY PATE 2E S. r " U 5 SHEET NO CALCULATED BY DATE CHECKED BY OAlk JOB OF CALCULATED BY DATE 1 TH&A, INC. Engineering and Code Consultants 125 West Miion Ave. Suite 201 Escondido, CA. 92025 CHECKED BY DASE I .. , .. ... ... ....... .. ......... ........ .. .. .. .. ..................... ... .., . .. . ., .. , SHEAR WALL SCHEDULE SYM MATERM NAILING SHEAR TRANSFER ANCHOR VALUE NAILING BOLTS 1R" Gyp Bd Sd Cooler Nails @ 7" OC 5OXFT 16d @ 12" OC or . 5/8"x10" @ 48" OC (1) Unblocked F.N. & E.N. A35 @ 32" OC 5i8" Gyp Bd 6d Cooler Nails @ 7" OC 50#/FT 16d @ 12" OC or 5/8%10" @ 48" OC (1) Unblocked F.N. & E.N. ,435 @I 32" OC In" Gyp Bd 5d Coolcr Nails @ 4" OC 75ArI.Fr Unblocked F.N. & E.N. A35 @ 32H OC 5/8" Gyp Bd 6d Cooler Nails @ 4" OC 75#/FT 16d @ 8" OC or S/8"X1Oa @ 48" OC (1) Unblocked F.N. & E.N. A35 @ 32" OC 7/8' Stucco w/ 16 GA Staples 6" OC 18O#/FT 166 @ 8" OCor 5/8"x10" @ 48" OC (1) Paper Backed Wire Lath 3%" Struct I1 C-D or C-C 12" OC F.N. A35 @ 24" OC A A A A A 16d @ 8" OC or S/8"x10n @ 48" OC ( 1) Top & Bottom Plates, Edges ' & Field of Shear Panel 8d @ 6" OC E.N. & B.N. A35 @ 32" OC 260#/FT 16d @ 6H OC or 5/8"X10" @ 24" OC (1) Plywood A 3/8" Slruct I1 Plywood 8d @ 4" OC E.N. & B.N. $D#/FT 16d @ 4" OC or A35 @ 16" OC 5/8k10" @ 24" OC (1) 490#/FT 16d Q 3" OC or 5/8'xlO" @ 16" OC (1) C-D or C-C 12" OC F.N. (3) A35 @I 12" oc Plywood 3i8" Struct I1 C-D or C-C 12" OC F.N. (2) (3) A35@9"0C 8d Q 2" OC E.N. & B.N. 64O#/FT 16d @ 2" OC or 5/8"x10" @ 12" OC (1) Plywood IR" Struct I1 1Od @ 3" OC E.N. & B.N. ' 6OO#/FT 16d @I 3" OC or 5/8"x10" @ 12" oc (I) C-D or C-C Plywood 12" OC F.N. (2) (3) A35 @ 12" oc A IR' Struct I C-D or C-C Plywood 1Od @ 2' OC E.N. & B.N. 12" OC F.N. (2) (3) 770#/FT 16d @ 2" OC or A35 @ 8" OC 5/8"x10" @ 8" OC (1) NOTE: (1) Spacing of anchor bolts and shear transfer nailing shall be reduced by half if shear wall materials are required on both (2) Framing at adjoining panel edges shall be 3-inch nomimal or wider and nails staggered (3) Where plywood is on both sides of wall, framing member for panel joints shall be 3-inch nomimal or wider and nail faces of wall. on each side is staggered EDCE NAIL (EN.) \ 2x RIM JST. OR BWC. 16d NNLS PER SCHEDULE s DBL Top PUT€ 16d NNLS SPACED PER SCHEDULE SHEAR TRANSER W/ 2x4 BLOCKING SHEAR TRANSFER W/ METAL CUPS ANCHOR SCHEDULE -EXCERPTS FROM CHAPTER 23 1998 CALIFORNIA BUILDING CODE TABLE 234I-B-l--NAIUNO SCHEDULE CONNECTION NAILING' b ~ I. Joist to sill or girder, toenail 3-8d 2. Bndging to joist, toenail each end 3. I" x 6" (25 mm X 152 mm) subfloor or less to each joist. face nail 4. Wider than I" x 6" (25 mm x 152 mm) subfloor to each joist, face nail 2-8d 2-8d 3-8d 2- 16d 16d at 16" (406 mm) O.C. 3-16d per 16" (406 mm) 5. 2" (5 I mm) subfloor to joist or girder, blind and face nail 6. Sole plate to joist or blocking, typical face nail Sole plate to ioist or blockine, at braced wall panels 7. Top plate to stud, end nail 2-16d 4-8d, toenail or 2- l6d, end nail 16d ai 24" (610 mrn) O.C. 16d at 16" (406 mm) O.C. 8. Stud to sole plate 9. Double studs, face nail IO. Doubled top plates, typical face nail Double top plates. lap splice 8-16d 3-8d 8d at 6" (IS2 mm) O.C. 2-16d 16d at 16 (406 mm) O.C. along each edge 15. Ceiline ioists to plate. toenail 3-8d I I. Blocking between joists or rafters to top plate. toenail 12. Rim joist to top plate. toenail 14. Continuous header, two pieces 13. Top plates. laps and intersections, face nail 16. Continuous header to stud, toenail 4-8d 17. Ceilingjoists. laps over partitions. face nail IS. Ceiling joists to parallel rafters, face nail 19. Rafter to plate, toenail 3-16d 3-16d 3-8d 20. 1" (25 mm) brace to each stud and plate. face nail 2-8d 21. 1" x 8" (25 mm X 203 mm) sheathine or less to each bearing, face nail 2-8d 22. Wider than I" X 8" (25 mm x 203 mm) sheathing to each bearing, face nail 23. Built-up comer studs 24. Built-up girder and beams 3-8d 16d at 24" (610 mm) O.C. 20d at 32" (8 13 mm) O.C. at toD and bottom and stangered 2-20d at ends and at each splice .- -- 25. 2" (51 mm) planks 26. Wood suuctural panels and particleboard2: 2-16d at each bearing Subfloor and wall sheathing (LO framing): [/2" (12.7 mm) and less 19/32"-3/q" (I5 mm-19 mm) '/g"-I" (22 mm-25 mm) I I/g"- I 1/4" (29 mm-32 mm) 3/4'' (I9 mm) and less '/8"-I" (22 mm-25 mm) 1 l/8"- I '/4" (29 mm-32 mm) Combination subfloor-underlayment (to framing): 6d3 8d3 6d5 8d5 [Od4 or 8dS 8d4 or 6d5 IOd4 or 8dS 27. Panel siding (to framing):* I/l" (I 2.7 mm) or less 6d6 ( 16 mm) 8d6 No. 11 ga.8 6d4 No. 16 gag No. II ga.8 &14 No. 16 ga.9 28. Fiberboard sheathing:' I12'' (12.7 mm) 25/32" (20 mm) 29. Interior paneling I/4" (6.4 mm) 4d 10 3/g" (9.5 mm) 6d" Common or box nails may be used except where otherwise stated. Nails spaced at 6 inches (I52 mm) on center ac edges, 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all suppons where spans are 48 inches (1219 rnm) or more. For nailing of wood stmctural panel and particleboard diaphragms and shear walls, refer to Sections 2315.3.3 and 2315.4. Nails for wall sheathing may be common, box or casing. 3Common or deformed shank. 4Common. jDeformed shank. korrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. 'Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports. aCorrosion-resistant roofing nails with '/la-inch-diameter (I I mm) head and 1 l/*-inch (38 mm) length for 1/2-inch (12.7 mm) sheathing and 13/4-inch (44 mm ) length for 25/,2-inch (20 mm) sheathin conforming to the requirements of Section 2304.3. for zS/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3. spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. 'Corrosion-resistani staples with nominal s /16-lnCh (I I mm) crown and I'/g-inch (29 mm) length for '/?inch (12.7 mm) sheathing and I1/2-inch (38 mm) length l0Panel suppons at 16 inches (406 mm) [20 inches (SO8 mm) if strength axis in the long direction of the panel, unless otherwise marked]. Casing or finish nails "Panel suppons ai 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediatesuppons. 1-212 TH&A,INc. , Engineering ani Code Consultants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 Tel.: (760) 740-8112, Fax: (760) 741-0480 8CALt SPEC IF I CATIONWNOTES 8 1 3 3 4 5 1 2 3 4 5 6 7 8 9 10 1 2 6ENERAL 8 ALL DETAILS, SECTIONS AND NOTES SWOUN ON STRUCTURAL DRAUTNCS ARE INTENDED TO e.E TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. ALL DESIGN AND CONSTRUCTION SHALL e.€ IN ACCORDANCE UiTH THE LATEST ADOPTED EDITION OF THE,UNIFORM WILDING CODE. ALL OM I SS I OtJS OR CONFLI CTS BETWEEN THE VARIOUS ELEMENTS OF THE WZIRNINC DRAWINGS AND/OR SPECIFICATIONS SHALL e.E egRC%GHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER eEFQRE PR51CEED I NG *UI TH ANY UORt< INVOLVED. CONTRACTOR TO PROVIDE AOEWJATE SHORING AND MACINC TO SUPPORT ALL LOADS DURING CONSTRUCTION. DURING CONSTRUCTION AND PRWR TO THE INCORPORATION QF~ ALL CHAN- CES! REVISIONS! MODIFICATIONS AND/OR DEVIATIONS FROM THE STRUCTURAL DRAWINGS SHALL E.€ DRWGHT TO THE ATTENTION OFr AND QBTAIN APPROVAL FROM THE ARCHITECT9 STRUCTURAL ENGINEER AND WE GOVERNING BUILDING DEPARTRENT. I LVnP*ER/FRAMING~ ALL ZX HORIZONTAL RF/CLG LUtle*ER TO BE HIN DF12 W.N.O. ALL 2X HORIZONTAL FLR LUMBER TO BE MIN DFb'L V.N.0, ALL 4X t LARGER HORIZONTAL LUHER TO 8E HIN DF lll U.N.O. AU CLULAMS TO 8E DF/DF COne 24F-V4 DRY USE U.N.0. ALL 2X VERTICAL LUtWR TO e€ HIN DF #2 VON.0. ALL 4X t LARGER VERTICAL LUMBER TO BE HIN DF#l U.N.O. AU. PLYUD TO eE HIN CD-CC STRUCT If OR CDX. TVPICAL NAILING SCHEDULE AS PER WC =-Po BUILT-UP eEAMSt DeL 2X CIEMBRS TO e€ FACE NAILED U/ tlIN 16J a izin oc STAGGERED Towem. 3 OR HORE 2x LAHINATIONS TO e.€ CONN bJ/ 1/2in DIA Me & WASHER HIN 8 24Ln OC STAGGERED TOPICOT + 2 EA END CARRYALL POSTS & DeL STUDS DOUN TO FOUNDATIONS. eLOCK SOLID AS REB'D FOR FULL ~RG a FLR LINES. . CONCRETE: PROVIbf RINIMWH eAR COVERAGE OF ifn FOR CONCRETE CAST AGAINST EARTH.OR MINXHUM 2in FOR ALL FORHED CONCRETE. CONCRETE AS PER ASTM C-130 (AGGREGATES PER ASTH C-3319 7'YPICAL PORTLAND CERENT TYPE= USE GRADE 'C' llIX 182-1/283-1/2 W/ HAX 7-142 GAL WATER PER SAC)( Of CEHENT, + .. ...- . .. . . . . . . . . . . . . . . ., ..,. .,.. ,,;-,. THdikA, INC. Engineering and Code Consyltants 125 West Mission Ave. Suite 201 Escondido, CA. 92025 UWCD mr ope Tel.: (760) 746-5112, Fax: (760) 741-0480 mCILL 3 1 -2 3 4 5 1 2 3 1 2 3 4 1 2 3 4 5 6 CONCRETE 8 i ALL CONCRETE TO REACH MItJ ULT COMPRESSIVE STRESS OF 2500 PSI a 2B DAYS W.N.0. MSONRY: . CONCRETE HASONRY UNITS TO BE NORMAL WEIGHT HOLLOW LOAD eEARING NPE CONFORMING TO ASTM C-90. MASONRY UNITS SHALL BE CLEAN AND fREE OF ALL SUE-STANCE THAT MIGHT IMPAIR BOND AND SHALL eE STORED UNDEFi COVEii ON THE Joe. ALL CONCRETE MASONRY UNITS 10 EE GRADE No11 U.N.O. MIN COMPRESSIVE STRENGTH OF ALL HASONRY UNITS SHALL BE 1500 PSI. TYPICAL TYPE 'H* MORTAR; 1 PART CEMENT9 3-112 PARTS SAND1 1/4 PART LIME PUTTY, CONFORM W/ ASTM C-270. WATER CONTENT SHALL eo€ MIN REQ'D FOR WORKING CONSISTENCY. HIN 2000 PSI. GROUT MIX SHALL e.E 1 PART CEMENT, 3 PARTS SAND AND (OPTIONAL) 1/10 PART LIME PUTTY. ADD UP TO 2 PARTS PEA GRAVEL WHERE SPACES EXCEED 2in MIM. 2E! DAY ULT STRENGTH OF 6ROUT SHALL BE 2000 PSI. USE SUFFICIENT WATER TO PRODUCE POURING CONSISTENCE W/O SECRESATION. a - REINF STL: ALL REINF STL TO e€ HIN ASTfl-A615 GRADE 40 U.N.O. LAP ALL MESH MIN 2 HODULES. ALL REINF -BARS SHALL EEpACCtJRATELY f 'SECURELY PLACED BEFORE POURING CONC OR APPLYING RORTAR OR GROUT. STRUCT sn: c ALL STEEL TO CONFORM TO ASTM-A36 U.N.O. 5T%b*l'~4&6 COLUMl8 5HRA-L Re FY: 46 K5Z. DETAILING EC FABRICATION PER AISC LATEST EDITION. ALL STEEL PIPES TO ONFORM TO ASTH A53 GRADE 8 U.N.O. FASTENERS x ALL CONNECTORS NOTED TO BE SIMPSON OR EQUIVALENT* ALL BOLTS TO E€ M1.N ASTM-A307. BOLT HOLES: MAX l/l6in LARCER'THAN BOLT DIA. @ ALL BOLTS BRG ON WOOD TO USE M.1. WASHER UNDER HEAD f NUT. LAG BOLTS3 LEAD HOLES FOR SHANK TO SAME AS SHANK; THREADED PORTION TO EE 60-70X OF SHANK DIA. ALL NAILS TO BE COMMON U.N.0. ! . ---. .- -. -. - .. - . - - -..- . ---- I- e.- . . . . , . . . . .. . ._........,,-,l.l TH&A,INc. ,, Engineering and Code Consultants 125 West Mission Ave. Suite 201 A4 3 Escondido, CA. 92025 OITt 2 3 4 1 2' 3 4 S b 7 8 *v 10 11 12 FASTENERS : WSE FULL NAILING/E.OLTING a ALL CSNNECTORS U.N.O. FOUNDATIONS: PROVIDE HIN CODE REQUIREMENTS FOR ALL FOUNDATIONS U.N.O. ALL CONT/ISOLATED FTGS TO BE PLACED RIN in INTO COMPtTENT ERG SOIL 9R BEDROC)(. ACQUISITIdN OF A SOILS REPORT IS RECOMMENDED FOR ALL J4eS. IF NO SOILS RE?ORT IS AVAILAe*LEl ASSUM'D SOIL TYPE & BRC VALUE USED IN CALCULATIONS ARE SUBJECT TO PUILDING DEPT APPROVAL. ENGR WILL NOT eE HE;LD RESPCINSIEOLE FOR BLDG DEPT APPROVED VALUES. SEE FOUNDA~ION PLAN FOR ALLouAe.LE SOIL P.RC PRESSURE. RETAINING WALLS: CONTRACTOR SHALL VERIFY ALL DIPENSIONS & CONDITIONS ON THE JOB. RESPONS I& I L I TY FOR ACCURATELY DESCRI INC THE SITE COND IT1 ONS RESTS ON THE CLIENT. REVIEN CALCULATIONS IRMEDIATCY TO DETERMINE WHETHER CONSIDE3ATION WAS GIVEN IN WALL DESIGN FOR ADJACENT FTG, IF THERE IS ANY QUESTION REGARDING THIS MATTER. USE3 IN CALCULATIONS ARE SUBJECT TO eUILDING DEPT APPROVAL. VE:-~ICLE OR e.AwsLwE SURCHARCZS. CONTACT THIS OFFICE I~IMDIATCY IF NO SOILS REPORT IS AVAILAPsLE1 ASSUM'D SOIL TYPE t: e-RG VALUE VEXFY INSPECTION REBUIREMENTS W/ BLDG DEPT PRIOR TO CONSTR. SE RETAINING WALL SCHEDULE FOR BLOCK INSPECTION REBUIREMENTS. ALL RETAINING WALL FTGS TO EXTEND MIN 12in INTO COMPETENT ERG SOIL AS DEFINED EY SOILS REPORT OR APPROVED STANDARD PRACTICE. RECOMMENDATIONS OF SOILS RE?O,ST TO SWPEilCSE THIS MIN REQWIREEEWT eOnOM OF PAD TO P.E HIN 5' FROM DAYLICiTi IEASURED IN A HORIZ DIRECTION FROM THE NEAREST eonoH EOCE OF PAD. PROVIDE EITHER A RIN 12in x 12in GRAVEL PO- a BASE OF Ut WITH 4in DIA PVC PERFORATED DRAIN PIPE TO DAYLICWTv OR MIN 2 SQ IN UE? HOLES BASE OF WALL STEM TO ADJACENT GRADE a 48in OC. eACl(FIL!JNG SHALL NOT EE STARTED FOR AT LEAST21 DAYS AFTER THE FILLING OF THE CELLS WITH GROUT. EAChFILLINC nUST e€ THOROUGHLY TAHPED TO PREVENT FURTHER SETTLINGm IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIIjE ALL SHORING DURING CONSTRUCTION AS REQ'D, - ALL BkCKFILL RATER'IALS TO @E GRANULAR, imem SAND, CRAVELi OR DO NOT BACKFILL UNTIL ALL WORK HAS PASSED REQ'D INSPECTIONS. SOIL APPROVED ey PROJECT SOILS ENGINEE~Z. FUW t . .I .. 3 I) u! I i 1 i. f I 4- FRTJt1 a !!! rl -- m II s n k gL ry I :3:fiM P5 a ti s I -i.. .i.,- . 1 il City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Commercial/lndustriaI: City Certification of Number of New Dwellinq Units Square Feet of Living Area in New Dwelling 2, S$& Square Feet of Living Area in SDU & 0 ~ Jd = 3W4f )c a.a,/ca. e % 5% @ Net Square Feet New Area // / Square Feet Floor Area Applicant lnformatiorx- Date: I SCHOOL DISTRICT IN THE CITY OF CARLSBAD /-- Carlsbad Unified School District 801 Pine Ave. Carlsbad CA 92009 (729-9291) Jmc 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) Sari Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (736-2200) San Dieguito Union High School District 7 10 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended fee if Owner requests an increase in the number of dwelling units or square the initial determination of units or square footage is found to be incorrect, and he above described project(s), or that the person executing this declaration is Date: / - i% 8 - d 2 - 1635 Faraday Avenue - Carlsbad, CA 92008-7314 - (760) 602-2700 - FAX (760) 602-8560 @ Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION . (To be completed by the school district(s)) *~*~****l).~*~*****~*~~******~~*~**~**~*~********~*~~***+~*******~******~*~*,~,~~**~l).~~ THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. - SCHOOL DISTRICT: The undersigned, being duty authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid aJJ amounts or completed other applicable school mitigation determined by the School District. The City may isSue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL c DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT Carlsbad 1]~”’--~ (“‘‘*J~ , n’:’riCi .*. DATE PHONE NUMBER _(l .i . . . I .. , ..: ., _. ., ... .. .. 1 il City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Commercial/lndustriaI: City Certification of Number of New Dwellinq Units Square Feet of Living Area in New Dwelling 2, S$& Square Feet of Living Area in SDU & 0 ~ Jd = 3W4f )c a.a,/ca. e % 5% @ Net Square Feet New Area // / Square Feet Floor Area Applicant lnformatiorx- Date: I SCHOOL DISTRICT IN THE CITY OF CARLSBAD /-- Carlsbad Unified School District 801 Pine Ave. Carlsbad CA 92009 (729-9291) Jmc 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) Sari Marcos Unified School District 215 Mata Way San Marcos, CA 92069 (736-2200) San Dieguito Union High School District 7 10 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended fee if Owner requests an increase in the number of dwelling units or square the initial determination of units or square footage is found to be incorrect, and he above described project(s), or that the person executing this declaration is Date: / - i% 8 - d 2 - 1635 Faraday Avenue - Carlsbad, CA 92008-7314 - (760) 602-2700 - FAX (760) 602-8560 @ Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION . (To be completed by the school district(s)) *~*~****l).~*~*****~*~~******~~*~**~**~*~********~*~~***+~*******~******~*~*,~,~~**~l).~~ THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. - SCHOOL DISTRICT: The undersigned, being duty authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid aJJ amounts or completed other applicable school mitigation determined by the School District. The City may isSue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL c DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT Carlsbad 1]~”’--~ (“‘‘*J~ , n’:’riCi .*. DATE PHONE NUMBER _(l .i . . . I .. , ..: ., _. ., ... .. ..