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HomeMy WebLinkAbout1945 LEVANTE ST; ; CB001451; Permit04/17/2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No Building Inspection Request Line (760) 602-2725 CB001451 Job Address Permit Type Parcel No Valuation Occupancy Group Project Title 07/27/2000 1945LEVANTESTCBAD COMMIND Sub Type 2550111500 Lot# $92,906 00 Construction Type Reference # LA COSTA GLEN-GATEHSE 513 SF COMM 0 VN DETACHED CARPORTS/GAR'S 4,223 SF Applicant KTGY GROUP 17992 MITCHELL SOUTH IRVINE CA 92614 949-851-2133 Status Applied Entered By Issued Inspect Area ISSUED 04/17/2000 JM Plan Approved 04/17/2001 Owner CONTINUING LIFE COMMUNITIES 800 MORNINGSIDE DRIVE 6846 04/17/01 0002 01 FULLERTON CA 92835 CGP 714-256-8088 02 4034.78 Total Fees $4,034 78 Total Payments To Date $000 Balance Due $4,034 78 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $590 67 $000 $383 94 $000 $000 $1951 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 Meter Size Add'l Reel Water Con Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $000 $000 $000 $1,17902 $1,69089 $000 $000 $000 $000 $000 $6300 $6625 $41 50 $000 $000 $000 $000 $4,034 78 BUILDING PLANS V IN STORAGE Inspect FINAL APPROVAL Date .Al1ACHED Clearance NOTICE Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired Add'Mt M«ei«d» Bdi/Surti I) PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 207$ Las Palmae Or,, Carlsbad CA 92009 (760) J3S01.61 PLAN CHECK NO EBT. VAL ; Plan Ck. Dspcsrt. 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WOdJ Inspection List Permit* CB001451 Type COMMIND COMM Date Inspection Item 01/21/2003 89 01/21/2003 89 01/06/2003 31 01/03/2003 31 11/19/2002 18 11/18/2002 18 11/15/2002 19 10/04/2002 18 09/27/2002 18 09/26/2002 18 09/23/2002 14 09/23/2002 18 09/13/2002 18 09/12/2002 18 09/11/2002 14 09/10/2002 11 09/09/2002 14 09/06/2002 14 08/23/2002 18 08/22/2002 15 08/22/2002 15 08/22/2002 18 08/22/2002 18 08/19/2002 14 08/16/2002 14 08/08/2002 11 08/08/2002 14 08/02/2002 11 08/01/2002 11 07/29/2002 14 07/29/2002 15 07/26/2002 14 07/25/2002 14 07/03/2002 14 07/02/2002 14 07/01/2002 14 06/26/2002 11 06/26/2002 14 06/25/2002 11 06/25/2002 14 06/21/2002 14 06/17/2002 14 06/12/2002 14 Final Combo Final Combo Underground/Conduit-Winn Underground/Conduit-Wirm Exterior Lath/Drywall Exterior Lath/Drywall Final Structural Exterior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Boltmg/Weldin Exterior Lath/Drywall Exterior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Boltmg/Weldin Ftg/Foundation/Piers Frame/Steel/Boltmg/Weldin Frame/Steel/Boltmg/Weldin Exterior Lath/Drywall Roof/Reroof Roof/Reroof Exterior Lath/Drywall Exterior Lath/Drywall Frame/Steel/Bolting/Weldm Frame/Steel/Boltmg/Weldin Ftg/Foundation/Piers Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Ftg/Foundation/Piers Frame/Steel/Bolting/Weldm Roof/Reroof Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Frame/Steel/Boltmg/Weldin Frame/Steel/Boltmg/Weldin Ftg/Foundation/Piers Frame/Steel/Bolting/Weldm Ftg/Foundation/Piers Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Frame/Steel/Bolting/Weldm Inspector Act - PS PS RB PS PS PS PS PS PS PD PD PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS JE PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS Rl AP AP CO AP NS CO AP CO NS PA PA AP NR AP AP NR NR AP AP CO AP we AP CO AP NR AP NS we AP NR NR NS NR NR AP CO NR NR NR NR NR LA COSTA GLEN-GATEHSE 513 SF DETACHED CARPORTS/GAR'S 4,223 SF Comments @ SALES TRAILER NO SUPER ON SITE ON SITE 3 PEOPLE 2 1/2 MRS REMOVE STUCCO 1,2,12 #12 CARPORT 2 CARPORTS 2 UNITS CARPORTS 2 UNITS CARPORTS 9,1 0,1 1,1 3 4 TOTAL ONLY 3 COLUMNS 3 COLUMNS RESET FROM 7/31/2002- NO INSP AVAILABLE 6 TOTAL GARAGES Wednesday, January 22, 2003 Page 1 of 3 City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Fire " ' . K.,». J \J Plan Check # Permit* Project Name Address Contact Person Sewer Dist Inspected Bv Inspected Bv Inspected Bv Comments CB001451 LA COSTA GLEN-GATEHSE 513 SF DETACHED CARPORTS/GAR'S 4,223 SF 1945LEVANTEST Phone LC Water Dist O ^~)^~) Date //' T^f' Inspected » /I Date Inspected Date Inspected Date Permit Type Sub Type Lot 0 - Approved ' Approved Approved 06/04/2002 COMMIND COMM Disapproved Disapproved Disapproved City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check # Permit* CB001451 Project Name LA COSTA GLEN-GATEHSE 513 SF DETACHED CARPORTS/GAR'S 4,223 SF 1945LEVANTEST BILL Phone 7608017853 LC Water Dist O Address Contact Person Sewer Dist Lot Date Permit Type Sub Type 0 11/01/2002 COMMIND COMM Inspected By Inspected By Inspected By Date Inspected Date Inspected Date Inspected 3/02-Approved Approved Approved Disapproved Disapproved Disapproved Comments L City of Carlsbad Bldg Inspection Request For 11/01/2002 Permit# CB001451 Title LA COSTA GLEN-GATEHSE 513 SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Total Time Sub Type COMM Phone 7608017853 Inspector CD Description Act Comments Requested By BILL Entered By CHRISTINE 19 29 39 49 Final Final Final Final — w_ Structural Plumbing Electrical Mechanical 00 { / Date Associated PCR01196 PCR02003 PCR02023 PCR02065 PCR02109 PCR02117 PCR02267 Inspection PCRs/CVs ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED History Description 10/04/2002 09/27/2002 09/26/2002 09/23/2002 09/23/2002 09/13/2002 09/12/2002 09/11/2002 09/10/2002 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 14 Frame/Steel/Bolting/Welding 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 18 Exterior Lath/Drywall 14 Frame/Steel/Bolting/Welding 1 1 Ftg/Foundation/Piers Act Insp Comments AP PS CO PS REMOVE STUCCO NS PS PA PD PA PD AP PS 1,2, 12 NR PS AP PS #12 CARPORT AP PS NOTICE CITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE (f-f - " *—* TIME. LOCATION PERMIT NO /•J FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? I I YES FOR FURTHER INFORMATION, CONTACT PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 08/16/2002 Permit# CB001451 Title LACOSTAGLEN-GATEHSE513SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMM Phone 7604368604 Inspector Total Time Requested By BILL Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Bolting/Welding Associated PCRs/CVs PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED PCR02109 ISSUED PCR02117 ISSUED Inspection History Date 08/08/2002 08/08/2002 08/02/2002 08/01/2002 07/29/2002 07/29/2002 07/26/2002 07/25/2002 07/03/2002 07/02/2002 07/01/2002 06/26/2002 06/26/2002 06/25/2002 06/25/2002 06/21/2002 06/17/2002 Description 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 15 Roof/Reroof 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Boltmg/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Boltmg/Welding 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Boltmg/Welding 14 Frame/Steel/Boltmg/Welding Act AP NR AP NS we AP NR NR NS NR NR AP CO NR NR NR NR Insp Comments PS 3 COLUMNS PS JE 3 COLUMNS PS RESET FROM 7/31/2002- NO INSP AVAILABLE PS PS 6 TOTAL PS PS PS PS PS GARAGES PS PS PS PS' PS PS CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE (760) 602-2700 1635 FARADAY AVENUE LOCATION PERMIT NO FOR INSPECTION CAJ_y760) 602-2725 RE-INSPECTION FEE DUE? I ! YES ON, CONTACT PHONE JNGINSPECTOR 'CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 08/19/2002 Permit# CB001451 Title LACOSTAGLEN-GATEHSE513SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMWI Phone 7608017128 Inspector Total Time Requested By BILL Entered By CHRISTINE Act CommentsCD Description 14 Frame/Steel/Boltmg/Weldmg /r!P 9, fO' II Associated PCRs/CVs PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED PCR02109 ISSUED PCR02117 ISSUED Inspection History Date 08/16/2002 08/08/2002 08/08/2002 08/02/2002 08/01/2002 07/29/2002 07/29/2002 07/26/2002 07/25/2002 07/03/2002 07/02/2002 07/01/2002 06/26/2002 06/26/2002 06/25/2002 06/25/2002 06/21/2002 Description 14 Frame/Steel/Bolting/Weldmg 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Weldmg 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 15 Roof/Reroof 14 Frame/Steel/Boltmg/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Boltmg/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Boltmg/Welding 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Weldmg 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Weldmg 14 Frame/Steel/Bolting/Weldmg Act CO AP NR AP NS we AP NR NR NS NR NR AP CO NR NR NR Insp Comments PS PS 3 COLUMNS PS JE 3 COLUMNS PS RESET FROM 7/31/2002- NO INSP AVAILABLE PS PS 6 TOTAL PS PS PS PS PS GARAGES PS PS PS PS I PS CUTY OF CARLSBAD BUILDING DEPARTMENT NOTICE DATE 9/0 LOCATION. PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME_ J/"~ / — FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? HEIjTlNFORI^ATION, CONTACT YES PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 05/30/2002 Permit# CB001451 Title LA COSTA GLEN-GATEHSE 513 SF Description DETACHED CARPORTS/GAR'S 4,223 SF Type COMMIND Sub Type COMM Job Address 1945 LEVANTE ST Suite Lot 0 Location APPLICANT KTGY GROUP Owner Remarks Inspector Assignment PS Phone 7604368604 Inspector Total Time Requested By BILL Entered By KAREN CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg 18 Exterior Lath/Drywall Associated PCRs / PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED PCR02109 ISSUED PCR02117 ISSUED Inspection History Date 05/17/2002 05/15/2002 05/09/2002 05/09/2002 05/08/2002 05/07/2002 05/07/2002 05/06/2002 05/03/2002 05/02/2002 04/29/2002 04/24/2002 04/22/2002 04/22/2002 04/22/2002 Description 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 15 Roof/Reroof 83 Roof Sheathing/Ext Shear 1 1 Ftg/Foundation/Piers 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 13 Shear Paneis/HD's 15 Roof/Reroof Act PA PA AP AP CO NR NR NS NR AP AP AP AP CO CO Jnsp PD PD PS PS PS PS PS PS PS PS PS PS PS PS PS Comments GARAGES ON SITE 3 MRS REINSP FEE NOT PAID IN FULL CARPORTS COLUMN STEEL 3 CAISSONS 8 CARPORT #1 1 CAISSON A BLDG NORTH FIRE STOPS NO APPROVED TRUSS PLANS CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? JRWBRINFORIYJATION, COfJTACT YES PHONE BUILDING INSPECTOR CODE ENFORCEMENT OFFICER ® City of Carlsbad Bldg Inspection Request For 05/09/2002 Permit# CB001451 Title LA COSTA GLEN-GATEHSE 513 SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Total Time Sub Type COMM CD Description 11 Ftg/Foundation/Piers 13 Shear Panels/HD's /%P 15 Roof/Reroof Phone 7604368604 Inspector Requested By BILL Entered By ROBIN Act Comments Associated PCRs PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED PCR02109 ISSUED PCR02117 ISSUED Inspection History Date 05/08/2002 05/07/2002 05/07/2002 05/06/2002 05/03/2002 05/02/2002 04/29/2002 04/24/2002 04/22/2002 04/22/2002 04/22/2002 04/18/2002 04/15/2002 Description 83 11 14 14 11 11 11 11 11 13 15 11 11 Roof Sheathing/Ext Shear Ftg/Foundation/Piers Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Shear Panels/HD's Roof/Reroof Ftg/Foundation/Piers Ftg/Foundation/Piers Act CO NR NR NS NR AP AP AP AP CO CO NS AP Insp PS PS PS PS PS PS PS PS PS PS PS PS PS Comments •• ON SITE 3 MRS REINSP FEE NOT PAID IN FULL CARPORTS COLUMN STEEL 3 CAISSONS 8 CARPORT #1 1 CAISSON A BLDG NORTH FIRE STOPS NO APPROVED TRUSS ON SITE 3 1/4 HRS PLANS 3 OF 6 WEST OF A BLDG City of Carlsbad Bldg Inspection Request For 04/11/2002 Permit# CB001451 Title LACOSTAGLEN-GATEHSE513SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMM Phone 7604368604 Inspector Total Time CD Description 11 Ftg/Foundation/Piers Requested By BILL Entered By CHRISTINE Act Comments tfo t9 Associated PCRs PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED Inspection History Date Description Act Insp 04/09/2002 16 Insulation AP PS 04/08/2002 14 Frame/Steel/Boltmg/Welding AP PS 04/08/2002 61 Footing AP PS 04/05/2002 14 Frame/Steel/Bolting/Welding NS PS 04/05/2002 61 Footing NR PS 04/04/2002 14 Frame/Steel/Bolting/Welding CO PS 04/04/2002 31 Underground/Conduit-Wiring AP PS 04/03/2002 14 Frame/Steel/Bolting/Welding NR PS 04/02/2002 14 Frame/Steel/Bolting/Welding CO PS 04/01/2002 14 Frame/Steel/Bolting/Welding NS RB 03/29/2002 14 Frame/Steel/Bolting/Welding NR PS 03/28/2002 14 Frame/Steel/Bolting/Welding NR PS 03/28/2002 31 Underground/Conduit-Wiring NR PS 03/27/2002 14 Frame/Steel/Bolting/Welding NR PS 03/26/2002 31 Underground/Conduit-Wiring AP PS 03/22/2002 13 Shear Panels/HD's AP PS 03/22/2002 15Roof/Reroof AP PS 03/21/2002 13 Shear Panels/HD's NR PS Comments GATE HOUSE CONCRETE TRUCK 2 HRS OLD INFORMED THEM TOO OLD - DO NOT USE CONCRETE OK TO PLASTER ROOF NOT LOADED ROOF NOT LOADED ROOF NOT LOADED ISLAND -ON SITE 2 HR 3RD TIME NOT ALL VENTS CUT INTO ROOF AT THIS TIME ON SITE 2 1/2 HOURS - WALKED EVERYTHING THEY WANTED City of Carlsbad Bldg Inspection Request For 04/09/2002 Permit# CB001451 Title LACOSTAGLEN-GATEHSE513SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMM Phone 7604368604 Inspector Total Time CD Description 16 Insulation Requested By BILL Entered By CHRISTINE Act Comments Associated PCRs PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED Date 04/05/2002 04/05/2002 04/04/2002 04/04/2002 04/03/2002 04/02/2002 04/01/2002 03/29/2002 03/28/2002 03/28/2002 03/27/2002 03/26/2002 03/22/2002 03/22/2002 03/21/2002 03/21/2002 03/21/2002 03/15/2002 03/14/2002 Inspection History Description 14 Frame/Steel/Bolting/Welding 61 Footing 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 13 Shear Panels/HD's 15Roof/Reroof 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Weldmg 15 Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers Act NS NR CO AP NR CO NS NR NR NR NR AP AP AP NR we NR AP PA Insp PS PS PS PS PS PS RB PS PS PS PS PS PS PS PS PS PS PS PS Comments OK TO PLASTER ROOF NOT LOADED ROOF NOT LOADED ROOF NOT LOADED ISLAND -ON SITE 2 HR 3RD TIME NOT ALL VENTS CUT INTO ROOF AT THIS TIME ON SITE 2 1/2 HOURS - WALKED EVERYTHING THEY WANTED SAME CORR AS 3/20/02 BLDG ONLY NO COLUMN City of Carlsbad Bldg Inspection Request For 04/08/2002 Permit# CB001451 Title LA COSTA GLEN-GATEHSE 513 SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMM Phone 7604368604 Inspector Total Time Requested By BILL Entered By ROBIN CD Description 14 Frame/Steel/Boltmg/Weldmg 61 Footing Act Comments A? Associated PCRs PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED Xd^vv^/ Inspection History L Date 04/04/2002 04/04/2002 04/03/2002 04/02/2002 04/01/2002 03/29/2002 03/28/2002 03/28/2002 03/27/2002 03/26/2002 03/22/2002 03/22/2002 03/21/2002 03/21/2002 03/21/2002 03/15/2002 03/14/2002 Description 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 13 Shear Panels/HD's 15 Roof/Reroof 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Welding 15 Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers Act CO AP NR CO NS NR NR NR NR AP AP AP NR we NR AP PA Insp PS PS PS PS RB PS PS PS PS PS PS PS PS PS PS PS PS Comments f \£3)stS& <j^ ^*^ OK TO PLASTER * •C'r'KJZfZ^SZJ ROOF NOT LOADED ROOF NOT LOADED ROOF NOT LOADED ISLAND -ON SITE 2 HR 3RD TIME NOT ALL VENTS CUT INTO ROOF AT THIS TIME ON SITE 2 1/2 HOURS - WALKED EVERYTHING THEY WANTED SAME CORR AS 3/20/02 BLDG ONLY NO COLUMN City of Carlsbad Bldg Inspection Request J For 04/04/2002 Permit# CB001451 Title LACOSTAGLEN-GATEHSE513SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMM Phone 7604368604 Inspector Total Time Requested By BILL Entered By CHRISTINE CD Description Act Comments 14 Frame/Steel/Boltmg/Weldmg l-£> ^/< 31 Underground/Conduit-Wiring Associated PCRs PCR01196 ISSUED PCR02003 ISSUED PCR02023 ISSUED PCR02065 ISSUED Inspection History Date Description 04/02/2002 04/01/2002 03/29/2002 03/28/2002 03/28/2002 03/27/2002 03/26/2002 03/22/2002 03/22/2002 03/21/2002 03/21/2002 03/21/2002 03/15/2002 03/14/2002 03/13/2002 03/13/2002 03/08/2002 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 14 Frame/Steel/Bolting/Welding 31 Underground/Conduit-Wiring 13 Shear Panels/HD's 15 Roof/Reroof 13 Shear Panels/HD's 14 Frame/Steel/Bolting/Welding 15 Roof/Reroof 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 1 1 Ftg/Foundation/Piers 22 Sewer/Water Service 1 1 Ftg/Foundation/Piers Act CO NS NR NR NR NR AP AP AP NR we NR AP PA NR AP AP Insp PS RB PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS Comments ROOF NOT LOADED ROOF NOT LOADED ISLAND -ON SITE 2 HR 3RD TIME NOT ALL VENTS CUT INTO ROOF AT THIS TIME ON SITE 2 1/2 HOURS - WALKED EVERYTHING THEY WANTED SAME CORR AS 3/20/02 BLDG ONLY NO COLUMN GATE HOUSE NO REBAR GATE HOUSE GARAGES CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION. PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME D FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? _ . YES <!, CONTACT ( C ) ^i^l, {/ "BOlLDIllG INSPECT6R CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For 03/21/2002 Permit# CB001451 Title LA COSTA GLEN-GATEHSE 513 SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMWI Phone 7604368604 Inspector Total Time CD Description 14 Frame/Steel/Bolting/Welding 15 Roof/Reroof Requested By BILL Entered By CHRISTINE Act Comments / / Associated PCRs PCR01196 ISSUED PCR02003 ISSUED PCR02023 PENDING PCR02065 ISSUED Inspection History Date Description Act 03/15/2002 03/14/2002 03/13/2002 03/13/2002 03/08/2002 03/07/2002 03/06/2002 02/26/2002 02/22/2002 02/22/2002 01/24/2002 01/24/2002 11 11 11 22 11 11 31 31 11 41 31 66 Ftg/Foundation/Piers Ftg/Foundation/Piers Ftg/Foundation/Piers Sewer/Water Service Ftg/Foundation/Piers Ftg/Foundation/Piers Underground/Conduit-Wiring Underground/Conduit-Wiring Ftg/Foundation/Piers Underground Ducts Underground/Conduit-Wiring Grout AP PA NR AP AP CO AP AP AP WC AP WC Insp PS PS PS PS PS PS PS PS PS PS PS PS ^frt ? ~^~~~ ^ /t*' /*7^^T*/2-^ t*s?&*~*<^£> z^^x <T&fr-*f ^r^f v FT-&y &t^7f-f>^<7—dv^ Comments BLDG ONLY NO COLUMN GATE HOUSE NO GATE HOUSE GARAGES NOTED ON CARD GARAGE & GATE ON LEVANTE 3 HRS ON SITE REBAR HOUSE CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE /f FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? L i YES ATION, CONTACT BUILDING INSPECTOR PHONE CODE ENFORCEMENT OFFICER CITY OF CARLSBAD BUILDING DEPARTMENT DATE NOTICE LOCATION PERMIT NO (760) 602-2700 1635 FARADAY AVENUE TIME FOR INSPECTION CALL (760) 602-2725 RE-INSPECTION FEE DUE? I ! YES ION, CONTACT INSPECTOR PHONE CODE ENFORCEMENT OFFICER ® City of Carlsbad Bldg Inspection Request For 03/14/2002 Permit# CB001451 Title LACOSTAGLEN-GATEHSE513SF Description DETACHED CARPORTS/GAR'S 4,223 SF Inspector Assignment PS 1945 LEVANTEST Lot Type COMMIND Job Address Suite Location APPLICANT KTGY GROUP Owner Remarks Sub Type COMM Phone 7604368604 Inspector Total Time CD Description 11 Ftg/Foundation/Piers Requested By BILL Entered By CHRISTINE Comments Associated PCRs PCR01196 ISSUED PCR02003 ISSUED PCR02023 PENDING PCR02065 PENDING Inspection History Date Description 03/08/2002 03/07/2002 03/06/2002 02/26/2002 02/22/2002 02/22/2002 01/24/2002 01/24/2002 11 11 31 31 11 41 31 66 Ftg/Foundation/Piers Ftg/Founaation/Piers Underground/Conduit-Wiring Underground/Conduit-Wiring Ftg/Foundation/Piers Underground Ducts Underground/Conduit-Winng Grout Act AP CO AP AP AP we AP we Insp PS PS PS PS PS PS PS PS Comments GARAGES NOTED ON CARD GARAGE & GATE HOUSE ON LEVANTE 3 MRS ON SITE MELCHIOR LAND SURVEYING INC Apnl 8, 2002 JN2117 Koll Construction 7330 Engineer Road Suite B San Diego, CA 92111 Attn Rick Guy RE: La Costa Glen - Carports Numbers 1,*2, 9-13 Dear Rick, Melchior Land Surveying, Inc performed a Survey of the Drilled Column Positions on the above referenced buildings on 4-8-02 and found them to be in substantial conformance with the Grading Plans, Drawing Number 349-3D If you have any questions, please call Sincerely, Melchior Land Surveying, Inc. Dale A Davis, P L S Associate Surveyor * Carport No 2 All Columns are in conformance except the southwest corner MAIN OFFICE 5731 PALMER WAY • SUITE G • CARLSBAD CA 92008 (760) 438-1726 • FAX (760) 438-3991 LS 4611 Testing Engineers - San Diego, inc. Established 1946 7895 Convoy Ct, Suite 18 San Diego, CA92111 Field Report Tel (858)715-5800 Fax (858)715-5810 _ tDate ] Notice to Comply Page 1 of. Job Name Address General/Subcontractor Type of Service Performed Inspection Check List Permit # C &•&'& .Soil _ Structural Steel Engineering Observation -""Plans Fireproofmg Report Prestress Concrete ,Waterprq£fmg Other. iMasorffy Roofing Specs RFI T~r Codes Material Description Plan File # £?$ , ( ' cfi/j&4 C /A 7 Sample Type ^__ . . { 'fff,^^I^^Tests Performed (see attached) *S7 f x//• Tfl^v. r (* *•/ / ^ ( ^ / ^ ,7 .. L CERTIFICATION OF COMPLIANCE All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code For any non-conforming items the contractor shall schedule TESD for remspection or retesting Start Stop Reg Hrs OTHrs Note All inspections are based on 4 and 8,houfminimums In addition, anyinspection extending past 12 00 p m (noon) will be billed an 8 hour minimum Inspector's Signature/Name f~~:" °\..^ J l.gxO^ -^-f~^^n^._ Cert No >? > dZri 6 — AJ Approval Signature/Name/Company (Verification of on site Hours ONLY) Form* 003-A Testing Engineers - San Diego, Inc. Established 1946 7895 Convoy Ct, Suite 18 San Diego, CA 92111 Q^Field Report Tel (858)715-5800 Fax (858) 715-5810 _Date ] Notice to Comply Pagel of Job Name Address Job No f<?</f< General/Subcontractor Type of Service Performed Engineering Observation Inspection Check List _..,/__ Soils Report | r Plans Permit # C* ft 6 g/</5"7 Plan File # Material Description j^4yf^\ <%>& y $ Prestress Concrete _ Masorffy Waterproofing Roofing Other Specs RFI Codes ype ( X T,Sample T ^la Tests Performed (see attached) '{, a. u (a * 0) /)j£[ '.„-/ S'-' ' CERTIFICATION OF COMPLIANCE All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code For any non-conforming items the contractor shall schedule TESD for remspection or retestmg Start Stop Reg Mrs OT Mrs Note All inspections are based on 4 and 8 hour mimmums In addition,.anwnspection extending past 12 00 p m (noon) will be billed an 8 hour minimum S//S ^ -^cX^Inspector's Signature/Name i^L^-'^'' ^^^j^"-' ^f. _'-VV>^-^ <———\ Cert No Approval Signature/Name/Company /<••''' ' A' J , ..*' ,j,--/.i^^-t '\-' '' / (Verification of on site Hours ONLY) / " / /Form* 003 A Testing Engineers - San Diego, Inc. Established 1946 7895 Convoy Ct, Suite 18 San Diego, CA 92111 Field Report Tel (858)715-5800 Fax (858)715-5810 _Date D Notice to Comply Page 1 of Job Name Address General/Subcontractor Type of Service Performed Inspection Check List Permit# .Soil _ Structural Steel _ Engineering Observation Soils Report ./Plans . Concreti Firepfoofmg Prestress Concrete Waterproof! -XSp . Other - Masonry Roofing pecs RFI _£?(Codes Material Description f -y Plan File # /^ Sample Type D Tests Performed (see attached) .L~-mlf> >£•(.- * (fit , . f _______ rf CERTIFICATION OF COMPLIANCE All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code For any non-conforming items the contractor shall schedule TESD for remspection or retestmg Start St°P Re9 Hrs OT Mrs Note All inspections are based on 4 and 8 hour mimmums ln_addition,_anj/,inspectionextending past 12 00 p m (noon) will be billed an 8 hour minimum SS. Inspector's Signature/Name. Approval Signature/Name/Company (Verification of on site Hours ONLY) Form* 003-A Testing Engineers - San Diego, Inc. Established 1946 7895 Convoy Ct, Suite 18 Tel (858) 715-5800 San Diego, CA 92111 Fax (858) 715-5810 Page 1 of f_ Field Report Date D Notice to Comply Job Name Address Job No General/Subcontractor .Soil Type of Service Performed structural steel _ Engineering Soils ReportInspection Check List Permit# Engineering Observation / ^ Af Soils Report ^ Plansi1 Concrete Ftreprooftng Prestress Concrete . Waterproofing Other Mas Specs Codes Material Description Plan File # < Sample Type Tests Performed (see attached) 77u A u //. i CERTIFICATION OF COMPLIANCE All of the observed work, unless otherwise stated, is in conformance with the approved plans and specifications and the workmanship provisions of the applicable code For any non-conforming items the contractor shall schedule TESD for reinspection or retesting Start Stop Reg Hrs OTHrs Note All inspections are based on 4 and 8 hour mimmums In additioa,any mspection-extending past 12 00 p m (noon) will be billed an 8 hour minimum Inspector's Signature/Name Approval Signature/Name/Company (Verification of on-site Hours ONLY) Cert No Form* 003-A EsGil Corporation In Tartnersfiip with government for ISui&fing Safety DATE 7/24/00 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-1451 SET iii PROJECT ADDRESS 1945 Levante St. PROJECT NAME LA Costa Glen Security Bldg & Carports The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Tel^ifeone Fax In Person REMARKS TneNtem clouded in red on sheet 8SP-1 must be made to the city set of plans. By__CJiucJExMe nde nhall Enclosures EsgiiCorporation ],GA n MB D EJ D PC 7/17/00 trnsmtldot EsGil Corporation In 'fartncrsfiip With, government for 'Knitting Safely DATE 5/10/00 JURISDICTION Carlsbad PLAN CHECK NO 00-1451 SET II PROJECT ADDRESS 1945 Levante St. PROJECT NAME La Costa Glen Security Bldg & Carports OAEEUCANT Q PLAN REVIEWER a 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 KTGY Group A*rr». <-&&/*, /ofott 17992 Mitchell South, Irvine, CA 92614 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 KTGY Group /^Xl^ Telephone # (949) 851-2133 Date contacted 5-/0-0" (by A- ) Fax # (949)851-5156 Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Esgil Corporation D GA D MB D EJ Enclosures 5/1/00 trnsmtl dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 ^ (858)560-1468 * Fax (858) 560-1576 Carlsbad OO-1451 5/10/00 NOTE The item numbers listed below refer to the numbers from the previous list These items have not been adequately addressed. The notes in bold at the end of each item are to emphasize the remaining problem THE RECHECK IS A RESULT OF A FAX TRANSMITTED FROM VGA ENGINEERS. 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The plans show that there will be two enclosed garage buildings , G-8 & G-10 Where on the site plans will these buildings occur'? I could not locate these on sheet 8SP-1 Please clarify No response 3 Specify on the plans the roof covering you intend to use on the carport and garage buildings The roof covering must be a mm class 'A' as required by the city Specify the manufacturer, ICBO approval number and installation requirements for the roof covering Nbo response 4 Specify on the plans the following information for the concrete tile roof materials to be used on the security bldg, per Section 106 3 3 No response • Manufacturer's name • Product name/number • ICBO approval number, or equal 5 Show the roof vents and attic access for the security bldg The response to this item from VGA indicates Framing Note #11 applies. This note does no apply to the attic access requirement. 6 Specify on the plans the size and type of doors and windows proposed for the security bldg No response Carlsbad 00-1451 5/10/OO 8 Carport #5 is shown to be 10 ft from the existing Maintenance bldg Show an assumed P/L between the bldgs and provide the necessary firewall protection per UBC 503 3 and UBC Table 5-A No response 9 Submit truss details and design Reference the truss details to the roof plans Include on the plans a note that the trusses are a deferred item approved by the building official and design and details will be submitted to the Bldg Dept prior to frame inspection 11 Show on the electrical plans on sheet E-0 2 that the building service will have a UFER ground and clod water bond To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation Thank you EsGil Corporation In 'Partners/tip with government for DATE 4/26/OO a __JUF JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO OO-1451 SET I PROJECT ADDRESS 1945 Levante St. PROJECT NAME La Costa Glen Security Bldg. & Carports 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 KTGY Group 17992 Mitchell South, Irvine, CA 92614 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 KTGY Group &j^*- VUrtL<^ Telephone # (949)851-2133 Date contacted q (2/~l (by F*5 ) Fax # (949) 851-5156 Mail s Telephone"" Fax ^-" In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA n MB Q EJ G PC 4/18/00 trnsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 *• Fax (858) 560-1576 Carlsbad OO-1451 4/26/00 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO 00-1451 JURISDICTION Carlsbad OCCUPANCY U1,B USE private Carports SB garage TYPE OF CONSTRUCTION VN ACTUAL AREA less than 3000 sq ft ALLOWABLE FLOOR AREA 3000 STORIES one HEIGHT SPRINKLERS'? no OCCUPANT LOAD REMARKS area separation walls installed to reduce carport areas to less than 3,000 sq ft DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION ESGIL CORPORATION 4/18/00 DATE INITIAL PLAN REVIEW PLAN REVIEWER Chuck Mendenhall COMPLETED 4/26/00 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 ordinances enforced 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 Code sections cited are based on the 1997 UBC The following items listed need clarification, modification or change All items must be satisfied before the plans will be in conformance with the cited codes and regulations Per Sec 106 4 3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e , plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad OO-1451 4/26/OO 1 Please make all corrections on the original tracings, as requested in the correction list Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects) For expeditious processing, corrected sets can be submitted in one of two ways 1 Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave , Carlsbad, CA 92008, (760) 602-2700 The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments 2 Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468 Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments NOTE Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete 2 The plans show that there will be two enclosed garage buildings , G-8 & G-10 Where on the site plans will these buildings occur'? I could not locate these on sheet 8SP-1 Please clarify 3 Specify on the plans the roof covering you intend to use on the carport and garage buildings The roof covering must be a mm class 'A' as required by the city Specify the manufacturer, ICBO approval number and installation requirements for the roof covering 4 Specify on the plans the following information for the concrete tile roof materials to be used on the security bldg, per Section 106 3 3 • Manufacturer's name • Product name/number • ICBO approval number, or equal 5 Show the roof vents and attic access for the security bldg 6 Specify on the plans the size and type of doors and windows proposed for the security bldg 7 Specify the width of the continuous footings for the security bldg 8 Carport #5 is shown to be 10 ft from the existing Maintenance bldg Show an assumed P/L between the bldgs and provide the necessary firewall protection per UBC 503 3 and UBC Table 5-A 9 Submit truss details and design Reference the truss details to the roof plans Carlsbad OO-1451 4/26/OO 10 The exposed glue lam beams at the carports and security bldg must be pressure treated (exposure to the weather) 11 Show on the electrical plans on sheet E-0 2 that the building service will have a UFER ground and clod water bond To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i e , plan sheet, note or detail number, calculation page, etc Please indicate here if any changes have been made to the plans that are not a result of corrections from this list If there are other changes, please briefly describe them and where they are located in the plans The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, telephone number of 858/560-1468, to perform the plan review for your project If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation Thank you Carlsbad OO-1451 4/26/00 VALUATION AND PLAN CHECK FEE (CARPORTS) JURISDICTION Carlsbad PLAN CHECK NO OO-1451 PREPARED BY Chuck Mendenhall BUILDING ADDRESS 1945 Levante St. BUILDING OCCUPANCY U1,B DATE 4/26/00 TYPE OF CONSTRUCTION VN BUILDING PORTION I BUILDING AREA (ft 2) Carports 1 thru 13 Air Conditioning Fire Sprinklers TOTAL VALUE 27,687 VALUATION MULTIPLIER 15 VALUE ($) 415,305 415,305 O 199 UBC Building Permit Fee ES Bldg Permit Fee by ordinance $ 172707 n 199 UBC Plan Check Fee • Plan Check Fee by ordinance $112259 Type of Review B Complete Review (~l Structural Only Q Hourly O Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 898 07 Comments Sheet 1 of 3 macvaluedoc5196 Carlsbad OO-1451 4/26/OO VALUATION AND PLAN CHECK FEE (SECURITY BLDG) JURISDICTION Carlsbad PREPARED BY Chuck Mendenhall BUILDING ADDRESS 1945 Levante St. BUILDING OCCUPANCY U1,B PLAN CHECK NO 00-1451 DATE 4/26/00 TYPE OF CONSTRUCTION VN BUILDING PORTION Bldg Canopy Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) 210 304 VALUATION MULTIPLIER 60 25 VALUE ($) 12,600 7,600 20,200 D 199 UBC Building Permit Fee B Bldg Permit Fee by ordinance $20982 D 199 UBC Plan Check Fee B Plan Check Fee by ordinance $ 136 38 Type of Review B Complete Review | | Structural Only | | Hourly O Repetitive Fee Applicable Q Other Esgil Plan Review Fee $ 109 10 Comments Sheet 2 of 3 macvalue doc 5196 Carlsbad OO-1451 4/26/OO VALUATION AND PLAN CHECK FEE (GARAGES) JURISDICTION Carlsbad PLAN CHECK NO 00-1451 PREPARED BY Chuck Mendenhall BUILDING ADDRESS 1945 Levante St. BUILDING OCCUPANCY U1,B DATE 4/26/00 TYPE OF CONSTRUCTION VN BUILDING PORTION Enclosed garages Air Conditioning Fire Sprinklers TOTAL VALUE BUILDING AREA (ft2) 4223 VALUATION MULTIPLIER 22 VALUE 1 ($) 1 92,906 92,906 Q 199 UBC Building Permit Fee B Bldg Permit Fee by ordinance $ 59045 n 199 UBC Plan Check Fee H Plan Check Fee by ordinance $ 383 79 Type of Review • Complete Review [~~l Structural Only f_J Hourly fj] Repetitive Fee Applicable f_J Other Esgil Plan Review Fee $ 307 03 Comments Sheets of 3 macvalue doc 5196 City of Carlsbad 7/S/tDATE _^_^ BUILDING A6DRESS _ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER Pub I i e :fW<> r ks -W -En g i n ee ri n g BUILDING PLANCHECK CHECKLIST PLANCHECK NO CBQD |Oi 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 Ok Right-of-Way permit is required prior to construction of the following improvements EST VALUE DENIAL Please seethe attached report of deficiencies marked withjte Make necessary corrections to plans or specifications for compliance with applicable codes and standards Submit corrected plans and/or specifications to this office for review < Date Date FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT Date ^—. " D Dedication Application D Dedication Checklist D Improvement Application D Improvement Checklist D Future Improvement Agreement D Grading Permit Application D Grading Submittal Checklist D Right-of-Way Permit Application U Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT CONTACT PERSON Name JOANNE JUCHNIEWICZ City of Carlsbad Address 1635 Faraday Avenue, Carlsbad, CA 92008 Phone (760) 602-2775 CFD INFORMATION Parcel Map No Lots Recordation Carlsbad Tract A-4 ' CA 92008-7314 - (760) 6O2-272O - FAX (760^2-8562 BUILDING PLANCHECK CHECKLIST C\\j(\ S,^- 1 Provide a fully dimensioned site plan drawn to scale Show North Arrow Existing & Proposed Structures Existing Street Improvements Show on site plan Property Lines Easements Right-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 street or an approved drainage course 2 ADD THE FOLLOWING NOTE "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building " Existing & Proposed Slopes and Topography 3 Include on title sheet A Site address B Assessor's Parcel Number C Legal Description For commercial/industrial buildings and tenant improvement projects, include total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc ) previously approved EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Q Q Q 4a Project does not comply with the following Engineering Conditions of approval for Project No Q Q Q 4b All conditions are in compliance Date H WVORD\DOCS\CHKLST\BuiMing Plancheck Cklst BP0001 Fom JJ doc Rev 12/26/96 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 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 Y*" x 11" plat map and submit with a title report All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit Attached please find an application form and submittal checklist for the dedication process Submit the completed application form with the required checklist items and fees to the Engineering Department in person Applications will not be accept by mail or fax Dedication completed by Date IMPROVEMENT REQUIREMENTS 6a All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 1840040 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 9l"CCi "3 V9 ~3> Improvement Plans signed by L.L&?Jt /cAJbpS Date rj Q Q 6b Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 1840 Please submit a recent property title report or current grant deed on the property and processing fee of $ _ so we may prepare the necessary Future Improvement Agreement This agreement must be signed, notarjzed and approved by the City prior to issuance of a Building permit Future public improvements required as follows _ H \WORD\DOCS\CHKLST\BuikJinQ Plancheck Cklst BP0001 Form JJ doc BUILDING PLANCHECK CHECKLIST i st/ ond/ orxi/ Q Q Q 6c Enclosed please find your Future Improvement Agreement Please return agreement signed and notarized to the Engineering Department Future Improvement Agreement completed by Date Q Q Q 6d No Public Improvements required SPECIAL NOTE Damaged or defective improvements found adiacent to building site must bejepaired 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 Q Q Q 7a Inadequate information available on Site Plan to make a determination on grading requirements Include accurate grading quantities (cut, fill import, export) 1Q Q 7b Grading Permit required A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached NOTE The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit "DlAJt^. 3 V ? -„ 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 ) Q Q Q 7d No Grading Permit required Q Q Q 7e If grading is not required, write "No Grading" on plot plan MISCELLANEOUS PERMITS Q Q Q 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, tiemg into public storm drain, sewer and water utilities Right-of-Way permit required for BUILDING PLANCHECK CHECKLIST H \WORD\DOCS\CHKLST\Building Plancheck Cklsl BP0001 Form JJ doc A Rev 12/26/96 grd/ Q 9 A SEWER PERMIT is required concurrent with the building permit issuance fee is noted in the fees section on the following page The 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 Cammo 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 11 NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first 12 Q ^Required fees are attached No fees required 13 Additional Comments. H \WORD\DOCS\CHKLST\Buildmg Plancheck Cklst BP0001 Fonm JJ doc 04/17/2001 07 01 FAX 760 438 4178 •TO." ENG INSPECTIONS £ng PROJECT iNSPPrrna- GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PATE- PROJECT ID tfVejy<i»v GRADING PERMIT \to LOTS REQUESTED FOR RELEASE:. N/A = NOT APPLICABLE V = COMPLETE 0 « INCOMPLETE OR UNACCEPTABLE 1st 2nd. 1. Site access to requested lots adequate and togkalty grouped. 2. Site erosion control measures adequate. 3 Overall site adequate for health, safety and welfare of public. 4. Letter of request for partial release submitted. 5. 8 %' X11' site plan (attachment) showing requested lots submitted. 6. Compaction report from soils engineer submitted. 7. Engineer of Work certification of work done and pad elevators, 8. Geologic engineer's tetter If unusual geologic or subsurface conditions exist ^ 9. Fire hydrants within 500 feet of bunding combustibles and all weather roads access to site. ^Partial release of grading for the above stated lots is approved for the purpose of building permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the buifdmg penult process. LJ Partial release of the site is denied for the following reasons: Date Construction Manager Date' H \UBMMY\ENG\WfDATAWSPECTOOXMapAJlTSnEJ3iM JS Q_ s PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No Planner Christer Westman APN Address Phone (760) 602-4614 Type of Project & Use. Zoning _ CFD/fmfyut) #_ ^€tfde One General Plan Date of participation Net Project Density Facilities Management Zone DU/AC Remaining net dev acres (For non-residential development Tpe of land used created by this permit. Legend y\ Item Complete Environmental Review Required DATE OF COMPLETION YES Item Incomplete - Needs your action NO TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval- Discretionary Action Required: APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES' Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval. Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority7 YES NO NO If California Coastal Commission Authority Contact them at - 3111 Cammo Del Rio North, Suite 200, San Diego CA 92108-1725, (619) 521-8036 Determine status (Coastal Permit Required or Exempt)1 Coastal Permit Determination Form already completed7 If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log #. 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 \ADMINVCOUNTER\BldgPlnchkRevChklst Inclusionary Housing Fee required* YES NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993 ) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE1) 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. >T 1 Setbacks Front- Interior Side Street Side- Rear \/ /*| | || | 2 Accessory structure Front- Interior Side Street Side. Rear: Structure separation >^ 3 Lot Coverage Required Required Required Required setbacks Required Required Required Required - Required Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 4 Height Required Shown \5 Parking Spaces Required Guest Spaces Required Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H \ADMIN\COUNTER\BldgPlnchkRevChklst / CITY OF CARLSBAD COMMUNITY FACILITIES DISTRICT NO 1 SPECIAL DEVELOPMENT TAX - ONE-TIME IMPROVEMENT AREA I (2 pages) || VALID JULY 1, 1999 TO JUNE 30, 2000 || IMPROVEMENT AREA I [Page 1 of 2) TAX RATE FOR FISCAL YEAR 1999-00 FORMATION OR ANNEXATION DATE || MAY 7, 1991 | FY 1993-94 | FY 1994-95 | FY 1995-96 | FY 1996-97 RESIDENTIAL DEVELOPED LAND USE NET DENSITY (0-15 DU/AC) NET DENSITY (1 51 TO 4 0 DU/AC) NET DENSITY (4 1 TO 8 0 DU/AC) NET DENSITY (8 1 TO 15 0 DU/AC) NET DENSITY (1 5 1 TO 23 O DU/AC) PERDU $4,303 2418 4,303 2418 2,716 1073 2,716 1073 2,716 1073 PERDU $4,457 1788 4,457 1788 2,813 2687 2,813 2687 ^~ 2,8132687 PERDU $4,505 6743 4,505 6743 2,843 878O 2,843 8780 2,843 8780 PERDU $4,505 6743 4,505 6743 2,843 8780 2,843 8780 2,843 8780 PERDU $4,510 1755 4,510 1755 2,846 7190 2,846 7190 2,846 7190 NON-RESIDENTIAL LAND USE AUTO GASOLINE AUTO - REPAIR & SALES AUTO CAR WASH BANK WALK IN BANK WITH DRIVE THRU BOWLING ALLEY CAMPGROUND CHURCH COMMERCIAL SHOPS COMMUNITY SHOPPING CENTER CONVENIENCE MARKET DISCOUNT STORE GOLF COURSE GROCERY STORE HEALTH CLUB HELIPORTS HOSPITAL - CONVALESCENT HOSPITAL GENERAL HOTEL CONV FAC/COMM INDOOR SPORTS ARENA INDUSTRIAL - COMMERCIAL BUSINESS PARK (NOTE 1) JUNIOR COLLEGE LIBRARY LUMBER/HARDWARE STORE MARINA MOTEL NEIGHBORHOOD SHOPPING CENTER OFFICE COMMERCIAL (<: 100,000 SF) OFFICE - GOVERNMENT OFFICE - HIGH RISE OFFICE - MEDICAL OUTDOOR TENNIS COURT RACE TRACK REGIONAL SHOPPING CENTER RESORT HOTEL RESTAURANT FAST FOOD RESTAURANT QUALITY RESTAURANT SIT DOWN S & L WALK IN S & L WITH DRIVE THRU UNIVERSITY ALL OTHER COMMERCIAL USES NOT IDENTIFIED ABOVE ALL OTHER INDUSTRIAL USES NOT IDENTIFIED ABOVE (NOTE 2) PER SO FT $8 7100 3 6623 6 7768 13 7792 19 3962 7 1205 18 8055 3 2112 3 1146 4 5537 29 3305 3 4582 3 2864 8 3556 3 1O33 11 4165 2 5024 4 1671 3 7267 2 5024 2 2983 2 3520 4 5752 2 6527 15 9487 2 8890 6 9379 2 7494 3 1468 2 8675 2 5990 30 2219 5 4773 3 5978 2 4702 305656 7 0561 16 2923 5 9177 8 1515 2 4272 2 2983 1 8687 PER SO FT $9 0216 3 7933 7 0193 14 2721 20 0900 7 3752 19 4782 3 3261 3 2260 4 7166 30 3797 3 5819 3 4040 8 6545 3 2148 1 1 8249 2 5919 4 3161 3 8600 2 5919 2 3805 2 4362 4 7388 2 7476 16 5192 2 9924 7 1861 2 8478 3 2593 2 9701 2 6920 31 3030 5 6733 3 7266 2 5585 31 6590 7 3085 16 8752 6 1293 8 4431 2 5140 2 3805 1 9356 PER SQ FT $9 1198 3 8346 7 0956 14 4274 20 3086 7 4555 19 6901 3 3623 3 2611 4 7679 30 7103 3 6209 3 4410 8 7487 3 2498 11 9535 2 6201 4 3631 3 9020 2 6201 2 4064 2 4627 4 7904 2 7775 16 6989 3 0249 7 2643 2 8787 3 2948 3 0024 2 7213 31 6436 5 7350 3 7671 2 5864 32 0035 7 3880 17 0588 6 1960 8 5350 2 5414 2 4064 1 9566 PER SQ FT $9 1198 3 8346 7 0956 14 4274 20 3086 7 4555 19 6901 3 3623 3 2611 4 7679 30 7103 3 62O9 3 441O 8 7487 3 2498 11 9535 2 6201 4 3631 3 9020 2 6201 2 4064 2 4627 4 7904 2 7775 16 6989 3 0249 7 2643 2 8787 3 2948 3 0024 2 7213 31 6436 5 7350 3 7671 2 5864 32 0035 7 3880 17 0588 6 1960 8 5350 2 5414 2 4064 1 9566 PER SQ FT $9 1289 3 8384 7 1027 14 4418 20 3289 7 4629 19 7098 3 3656 3 2643 4 7727 30 7410 3 6245 3 4444 8 7574 3 2531 11 9655 2 6227 4 3674 3 9059 2 6227 2 4088 2 4651 4 7952 2 7803 16 7156 3 0279 7 2716 2 8816 3 2981 3 0054 2 7240 31 6752 5 7407 3 7709 2 5889 32 0354 7 3954 17 0758 6 2022 8 5435 2 5439 2 4088 1 9586 NOTE 1 THIS CATEGORY OF LAND USE CONTAINS PM AND CM ZONED PROPERTY NOTE 2 THIS CATEGORY OF LAND USE CONTAINS M AND PU ZONED PROPERTY AooenHiY F - Pane VCA VANDORPE CHOU ASSOCIATES 295 Rampart Street Orange, CA 92868 STRUCTURAL CALCULATIONS for Continuing Life Communities, L.L.C. La Costa Glen - Gatehouse Carlsbad, CA SUBMITTED TO Carlsbad, CA April 14, 2000 KTGY 1558 VAN DORPE CHOU ASSOCIATES, INC Engineers and Code Consultants 295 N RAMPART STREET SUITE A ORANGE, CA 92668 TABLE OF CONTENTS DESCRIPTION Design Criteria Vertical Loading Structural Materials Shear Wall Schedule Building Layout Plan Vertical Analysis Lateral Analysis PAGES i ii HI IV V 1-4 L1-L13 KTGY1558 VANDORPE CHOU ASSOCIATES, INC Engineers and Code Consultants 295 North Rampart Street, Suite A Orange, CA 92868 Project La Costa Glen Job No KTGY1558 Date 04/14/2000 Design Criteria Governing Code Jurisdiction Seismic Zone Z I R (Rw = R x 1 4) Ca Na Basic Wind Speed (mph) Stagnation Pressure (psf) Wind Exposure Soils Report By Job Number Date 97UBC Carlsbad, CA 4 04 1 0 55 0 44 X Na 1 0 70 mph 126 psf Exp C Leighton and Associates 4960134-002 01/28/1999 Soil Bearing Pressure (psf) Equivalent Fluid Pressure (pcf) Lateral Bearing Pressure (pcf) 2000 35 350 Continuous Footings Exterior Interior Isolated Footings Slab on Grade 12"x15" w/ 2-#4T&B 12"x15" w/ 2-#4T&B 18" sq Mm x 18" D mm 4"t nominal w/ 6x6, #10 x #10 These calculation have been prepared for the purpose of showing compliance with Volume II of the Uniform Building Code Additional assumptions, analysis and judgements based upon the knowledge and experience of the Engineer have been involved in the design of this project and are not included in these documents VANDORPE CHOU ASSOCIATES, INC Engineers and Code Consultants 295 North Rampart Street, Suite A Orange, CA 92868 Project La Costa Glen Job No KTGY1558 Date 04/14/2000 Gravity Loads Roof Live Load Dead Loads Roofing Sheathing Framing Drywall Slope Adj Misc Roof DL Total Roof /Ceiling DL Floor Live Load Dead Loads Flooring Sheathing Joists Drywall Misc Additional Floor DL Total Exterior Wall Exterior Drywall Studs Drywall Misc Wall DL 160psf 100 1 5 20 00 07 04 14 6 psf 20 6 psf 40 0 psf 130 25 35 25 1 5 20 25 0 psf 65 0 psf 90 00 20 30 1 0 150 psf Ceiling Live Load Dead Loads Framing Drywall Slope Adj Misc Ceiling DL Deck / Corridor Live Load Dead Loads Flooring Sheathing Joists Drywall Misc Additional Total DL Total Interior Wall Drywall Studs Drywall Misc Wall DL 100 20 30 00 1 0 60 Deck 600 350 25 35 25 1 5 00 450 1050 psf psf Corridor 1000 350 25 35 25 1 5 00 450 1450 30 20 30 20 100 VANDORPE CHOU ASSOCIATES, INC Engineers and Code Consultants /// 295 North Rampart Street, Suite A Orange, CA 92868 ^^^^^^HnmBM^B^MWB^MB^^H^^^^^^^B«i^^^MMaM>^BMB^^^^^^^HMHBI^^^^B^^^^M«M^^^HBMH^^^H^MB^^^^^^^^^BBV^H^^^^^^^^^ Structural Materials Timber All timber shall be Douglas Fir Larch with a maximum moisture content of 19% Grading rules agency West Coast Lumber Inspection Bureau (WCLIB ) Sawn Lumber (DF-L) Fb* (psi) Fv* (psi) E* (psi) 2x Joists & Rafters (No 2) 875 95 1 6x10A6 4x Sawn Beams (No 2) 875 95 1 6x10A6 6x Sawn Beams (No 2) 875 85 1 3x10A6 4x Sawn Beams (No 1) 1000 95 1 7x10A6 6x Sawn Beams (No 1) 1350 85 1 6x10A6 Manufactured Products Glu-Lam 2400 165 1 8x10A6 Paralam PSL (NER-292) 2900 290 20x10A6 Microllam LVL (NER-126) 2600 285 1 8x10A6 * Values may be adjusted according to UBC Chapter 23 Concrete Application Comp. Cylinder Strength @ 28 days Slab on grade 2500 psi Footings/Grade Beam 2500/3000 psi (*) (*) May be 2500 psi for wood framed buildings 3 stories or less Reinforcing Steel #5 and smaller reinforcing bars shall conform to A S T M A - 615-40 #6 and larger reinforcing bars shall conform to A S T M A - 615-60 Structural steel Description Specification Pipe ASTM A-53 Type E or S, Grade B Tube ASTM A-500, Grade B All other shapes ASTM A-36 High strength bolts ASTM A-325 All other bolts ASTM A-307 Masonry All concrete masonry units shall conform to standard specifications for hollow load bearing concrete masonry units (ASTM C-90, Grade N-11) Masonry fm = 1500 psi Grout fg = 2000 psi VANDORPE CHOU ASSOCIATES, INC Engineers and Code Consultants 295 North Rampart Street, Suite A Orange, CA 92868 Project La Costa Glen Job No KTGY1558 Date 04/14/2000 Shear Wall Schedule (97 UBC - Zone 3 & 4) No A Construction 1 \ 1/2" Unblocked Gyp Board w/ 5d Cooler Nails @ 7" o c Edges and Field XzV 1/2" Unblocked Gyp Board w/ 5d Cooler Nails @ 4" o c, Edges ancf Field /3\ 1/2" Blocked Gyp Board w/ 5d Cooler Nails @ 4" o c Edges and Field y/fV 5/8" Unblocked Gyp Board w/ 6d Cooler Nate @ 7" o c, Edges and Field /s\ 5/8" Unblocked Gyp Board w/ 6d Cooler Nails @ 4" o c Edges and Field ,/e\ 5/8" Blocked Gyp< Board Cooler Natis @ 4" o c, Edges and: Reid Side(s) Value Shear Naling / (Alt )Shear Connector 1 50lb/ft 16d@16"oc A 35 @ 48" o c 2 100lb/ft 16d@16"oc A 35 @ 48" o c 7/8" Exterior Stucco ( 3 Coats) w/16ga Staple® 6"oc ©Supports 8\ One Coat Stucco o/ Monsanto Board <ICBQ#3335) w/ 16 ga Staple @ &" o c @ Supports 1 2 1 2 1 2 1 2 1 2 62 Ib/ft 125 Ib/ft 75 Ib/ft 150 Ib/ft 57 Ib/ft 115 Ib/ft 73 Ib/ft 145 Ib/ft 87 Ib/ft 175 Ib/ft 16d @ 16d @ 16d @ 16d @ 16d @ 16d @ 16d @ 16d @ 16d @ 16d @ 16"oc 12" oc 16" oc 10" oc 16"o(c 16"o,c 16" oc 1 0" o c 16" oc 8"oc A35 @ A35 m A 35 @ A 35 @ A35 @ A35 @ A 35 @ A 35 @ A35 @ A 35 @ 48"o c 48-o c 48" o c 32" o c 48" oc 48" oc 48" o c 32" o c 48"oc 32" oc 1 180 Ib/ft 170 Ib/ft 16d @ 8"oc 16d @ 8"oc A 35 @ 32" o c A 35 @ 32'oc 9\ 3/8" C-D Structural Sheathing w/ 8d Nails @ 6" o c @ Edges & 12" o c field 1 260 Ib/ft 16d @ 6"oc A 35 @ 24" o c 2 520 Ib/ft 16d @ 3" o c A 35 @ 12" oc ^ff\ 3/8" C-O Structural Sheathing 1 350 Ib/ft 16d @ 4"oc A 35 @ 12"oc w/6d Nails @ 4"o,C @ Edges & 12" 0,0 field, 2 76Qlb/ft 16d @ 2"oc A35 @ 8"oc /ir\ 3/8" C-D Structural Sheathing 1 490 Ib/ft 16d @ 3 5" o c A 35 @ 10"oc w/8d Nails @ 3"oc @ Edges & 12" oc field 2 980 Ib/ft 16d @ 1 75" o c A 35 @ 6" o c 3/8" C-D Structural Sheathing 1 640 Ib/ft w/8d Nails @ rq,c @ Edges & 12" 0<C fielcf, 2 1280 Ib/ft 16d @ 2,5"oc A35 @ 8"oc, 2-16d@2,5"oc 2 - A 35 @ 8" p(cj _13\ 15/32" Strct I Sheathing 1 770 Ib/ft 16d @ 2" o c w/10d Nails @ 2"oc @ Edges & 12" oc field 2 1540 Ib/ft 2-16d@2"oc A 35 @ 7 5" o c 2 - A 35 @ 7 5" o c Uj § § § VERTICAL ANALYSIS KTGY1558 La Costa Glen - Attached Villas Page Header #1 Tributary Area Uniform Load Reaction W=215 plfIllllllllllllll L = 5 ft R(DL) = 337 Ib R(TL) = 537 Ib A = 5 ft X DL Roof ( 21 0 Wall ( 15 0 50 ft R(DL) = 337 Ib R(TL) = 537 Ib 25 sqft /DL = 135 Ib/ft RDL = 338 Ib LL Tnb + 16 )psf x ( 50 ) ft )psf x ( 20 ) ft 185 30 Ib/ft Ib/ft WTL = 215 Ib/ft RTL = 538 Ib Select 4x6 DF#2 Ft, 875 psi Fv - 95 ps; E = 16 x1°e PSI A =193 18 49 in Cn =25 CF= 130 Areq = (3/2)(WxL/2 - Wxd)/(CDxFv) = Sreq = W x L2 x 12 / (8 x Fb x CD x CF ) = 55 5 W x L4 x 1728 384 ExL/240 (E x L/360 For LL) I — vlreq - X 8 In 7 in'(LL) Deflection Def = x 384 W x L4 x 1728 E x L 004 " (TL) 002 " (DL) Req'd Bearing Area Ap = 537 Ib / 625 psi = 0 sq in ( Where Fp = 625 psi ) Use 4x6 DF#2 w/ 2 x Trimmer @ Support VCA Engineers KTGY1558 Header #2 (W2) Point Load Reaction Max M&V Design La Costa Glen - Attached Villas P = 1554 Ib W1 =388 5 plf I W2 -74 plf L1 = 9 ft L = 16 ft R1 =3306 Ib R2 =2262 Ib W1 DL LL Roof ( 210 + 16 ) psf X ( 105 ) ft = 389 Ib/ft ~oT^ 227 Ib/ft WTfT= ™° */» 74 Ib/ft . = ( 21 + 16 ) psf X ( 40 x 105 ) ft2 PDL = 882 Ib " PTL = 1554 Ib R1 = 3306 Ib 1877 Ib (DL) R2 = 2262 Ib 1284 Ib (DL) X - R1/W1 85 ft C Measured from R1 ) Max M = R1 x X - W1 x X(*2)/2 = 14069 ft-lb Max V = R1 - (W1 x d/12 ) = 2918 Ib Select 5125 x 12 GL-24F CD = 1 25 Cv = 1 00 Page 2 F6 = 2400 Fr = 165 E = 18 x 106 Areq = (3/2) x V/(FV x CD) = Sreq = M x 12/(Fbx CD x Cv) = /re, = ( For L/240 ) = Deflection Defn. = 0 46 " DefDL = Bearing Area Ap = 3306 Ib / 650 psi ( Where Fp = 650 p si ) ! Use 5 725 x 12 GL-24F A = 61.5 Sx = 123 lx = 738 21 2 mZ 56 m3 428 I"" 026 " 5 sq in w/ 2 x Trimmer @ Support • VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page £ Header#3 Tributary Area Uniform Load Reaction R(DL) = 892 Ib I = 7572 Ib W=185 plf L = 17 ft A = 17 ft x 50 ft R(DL) = 892 Ib R(TL) = 1572 Ib 85 sqft Roof ( 21 0 = 105 Ib/ft DL LL Tnb + 16 )psf x ( 50 ) ft =185 Ib/ft RDL = 893 Ib RTL = 185 Ib/ft 1573 Ib Select 6 x 10 DF#1 Ft F* = £ = 1350 85 re psi pst x 106 psi A = sx = 'x = 523 83 393 ,n2 m3 ,n4 CD= 125 CF = 100 Areq = (3/2)(WxL/2 - Wxd)/(CDxFv) = 20 1 In = W x L2 x 12 / (8 x Fbx CD x CF ) =48 5 W x L4 x 1728—_____ y 384 £ X L/240 (E x L/360 for LL) 256 ln 218 in"(LL) Deflection Def = 384 W x L" x 1728 E x I, Req'd Bearing Area Ap = 1572 Ib / 625 psi ( Where Fp = 625 psi ) = 2 sq in 055 " (TL) 031 " (DL) Use 6 x 10 DF#1 w / 2 x Trimmer @ Support VCA Engineers KTGY1558 Header if 6 (W2) Point Load La Costa Glen - Attached Villas P = 7554 to W1 =37 plf ! W2=74 IIIIIIIIIMII plf L1 = 1 5 ft—>| L = 9 ft R1 -1577 Ib R2 =587 Ib DL LL Roof (210 +_ 16 ) psf x ( 10 ) ft = 37 Ib/ft ' 21 ........ ~~lb/fi~ ....... " ..... " ....... W1JL~= ~ 37 Ib/ft _Roof __ ( 21 0 + __ 16 ) psf_x^( 20 _ ) ft __ =_ 74 Ib/ft W2DL = ..... 42 Ib/ft " " ...... "" " W2TL = ~ 74 Ib/ft P =__(__ 21 +_ 16 ) psf x ( 40 x 105 ) ft2 ~~~PDL = "882 Ib '" "" Pfi =~ 1554 Ib ~ Page Reaction Max M&V R1 = 7577 Ib 895 Ib (DL) R2 = 587 Ib 333 Ib (DL) X = L1 = 15 ft (Measured from R1) Max M = R1 x X - W1 x X(*2)/2 = 2324 ft-lb Max V = R1 - (W1 x d/12 ) = 1555 Ib Design Deflection Bearing Area Select 4x8 DF#2 CD= 125 Ft, = E = 875 95 10 S 'req •req Defn Ap = (3/2) x V/(FV x CD) = = M x 12/(Fb x CD x CF ) = = ( For L/240 ) CF = 1 30 A = Sx = 024 "Def DL = = 7577 Ib / 625 psi ( Where Fp = 625 p si ) 254 31 111 196 I" 20 m3 59 m4 014 " 3 sq in Use 4x8 DF#2 w/ 2 x Trimmer @ Support VCA Engineers LATERAL ANALYSIS KTGY1558 La Costa Glen - Attached Villas Page [J LATERAL ANALYSIS Weight of Material Roof DL 21 0 psf Ceiling DL 00 psf Floor DL 00 psf Ext Wall 15 0 psf Int Wall 10 0 psf Seismic V = ( 2 5 x I x CA / R ) x Wd Where Ca =044 Na = 1 0 V = ( 25 x V = 10 x 044 / '-tt* ) x Wd 2,2 0,5 VJ( V (Working stress) = V/14 = 0143 Wd 0,357 vj Wind 70 mph Exposure C qs = 126 psf (Basic Wind Pressure) VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page Gatehouse WIND FORCE N-S DIRECTION Gable End Roof ( Avg Height 11 5 ft ) Pro; Windward 126 psf x 106 x 08 x 15 ft = 16 Ib/ft Leeward 126 psf x 106 x 05 x 15 ft = 10 Ib/ft Upper Half of Wall ( Max Height = 100 ft ) Pray Windward 126 psf x 106 x 08 x 50 ft = 53 Ib/ft Leeward 126 psf x 106 x 0 5 x 50 ft = 33 Ib/ft Total Wind Load @ Roof Diaphram = 113 Ib/ft WIND FORCE E-W DIRECTION Gable End Roof ( Avg Height = 11 5 ft ) Pro; Windward 126 psf x 106 x 08 x 15 ft = 16 Ib/ft Leeward 126 Psf * 106 x 05 x 1 5 ft = 10 Ib/ft Upper Half of Wall ( Max Height = 100 « ) Ce Cq Pros Windward 126 psf x 1 06 x 08 x 50 ft Leeward 126 psf x 1 06 x 05 x 50 ft = 53 Ib/ft 33 Ib/ft Total Wind Load @ Roof Diaphram 113 Ib/ft VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page SEISMIC FORCE N-S DIRECTION Gatehouse hroof = Roof/Clg = Ext Wall Int Wall E SEISMIC FORCE E-W hmof Roof/Clg = Ext Wall = Int Wall = 11 5 21 0 150 100 = ft psf x ( psf x ( psf x ( Seismic Coef -e-«3 0}S7 DIRECTION 11 5 21 0 150 100 ft psf x ( psf x ( psf x ( Tnb 190 ) = Ht No 50 ft x 3 ) = 50 ft x 0 ) = WDL = X WDL = — Gatehouse Tnb 270 ) = Ht No 50 ft x 3 ) = 50 ft x 0 ) = 399 225 0 624 -89- 22} 567 225 0 Ib/ft Ib/ft Ib/ft Ib/ft Ib/ft to/ft Ib/ft Ib/ft W DL Seismic Coef 'DL 792 Ib/ft -443- Ib/ft Gatehouse SEISMIC vs Seismic Direction Fx N-S -89- 2£3 E-W m WIND FORCE Wind Governing Ww Force 113 (Seismic) VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page Une1 Redundancy Factor AB = 513 ft" Most Critical Line is Line 3 Lw = 70 ft 223 T"b Width Seismic Shear @ This Line V, = -QQ. lb/ft x H ft / 2 1227 •4Q&- Ib V, 4§Q ib 22} Tnb Total Base Shear at This Level VT = -09. lb/ft x 27 ft = 3403- Ib Redunancy Factor p = 2 - 20 / ( rMax x AB 05) = 1 00 Where rMa, = (V,/VT) x (10/LW) Line 2 AB = 513 ft2 LW = 70 ftMost Critical Line is Line 3 223 Tnb Width Seismic Shear @ This Line V, = -QQ. lb/ft x 27 ft / 2 V, 30/0.5" Ib 30/05" Ib Total Base Shear at This Level Tnb Width VT = ~e§ lb/ft x 27 ft 2403- Ib Redunancy Factor p = 2 - 20 / ( rMax x AB 05 ) = 100 Where rMax = (V, /VT )x(10/Lw) VGA Engineers KTGY1558 La Costa Glen - Attached Villas Page Line A Redundancy Factor AB = 513 ft2 Most Critical Line is Line B Lw = 80 ft Trib Width Seismic Shear® This Line V, = -443. lb/ft x 19 ft / 2 Total Base Shear at This Level VT = -443 Tnb Width 19 ft V, = Ib Ib 5377 Ib Redunancy Factor p = 2 - 20 / ( rMax x AB 05) = 100 Where rMax = (V,/VT)x(10/Lw) TA * VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page Shear Wall Line 1 Seismic \(Wind) Unit Shear L = 70 ft p = 100 2."Z3 P 32$ (113) (Wind) V = -69- x 1 = ~89- Ib/ft 223 (113) Tnb Width Q, = -8ft. Ib/ft x 110 ft / 2 (622) Ib 122? (622) 175- Q = (89) v =Ib / 70 ft =Ib/ft Use SW #9 (Single Side) Cap = 260 plf 3/8" C-D Sheathing w/ 8d @6"oc Shear Wall Line 2 Seismic \(Wind) Unit Shear L = 70 ft p = 1 00 SL-23 P (113> (Mi"") V = "89. x f = -^89 /Mi 22) ("3J Tnb WW//I Q^ = -86 Ib/ft x 270 ft / 2 (1526) Ib (1S26) Q = t»G2. Ib (1526) (218) v = ^2QZ. Ib / 70 ft = "T72, Ib/ft // 43Q Use SW X (Single Side) Cap = 3/8" C-D Sheathing w/ 8d @&"oc 3" VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page Ll Shear Wall Line A Seismic \(Wind) Unit Shear L v Q , = 80 ft ??3-m p = 100 2$)(113) (Wind) •H3 Ib/ft Tnb Width Ib/ft x 190 ft / 2 4-OP' (1074 ) Q = (134) to / 80 ft =Ib/ft (WT4) (1074) Use #10 SWT&- (Single Side) Cap =-a€O.p/f 3/8" C-D Sheathing w/ 8d @TKoc 4" VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page Overturning - Panel @ Line 1 v = *d&. plf L(i) = 70 ft h = 100 ft Tnb DL Arm M(R) Roof 21 psf x 5 ft = 105 plf x 70 2/2 = 26 ft-k Wall 15 psf x 9 ft = 135 plf x 7 0 2 / 2 = 33 ft-k 59 ft* MOT = *Q9 plf x 700 ft x 100 ft = -0-*. ft-k Tup = { MOT - -d-6? x MR } / ( 70 ft - 033 ft ) 1092. T = *344 Ib Use Simp MTT28B 3787 Ib VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page Overturning - Panel @ Line 2 v = ?f# plf L(i) = 70 ft h = 100 ft Trib DL Arm M(R) Roof 21 psf x 2 ft = 42 plf x 70 2/ 2 = 10 ft-k Wall 15 psf x 9 ft = 135 plf x 70 2/ 2 = 33 ft-k 43 ft-k Plf x 700 ft x WO ft = -fS-3. ft-k Otf Tup = { MOT - -&6Z x MR } / ( 70 ft - 033 ft ) Mf T = T85S- Ib Use -Simp MTT28D -&B7 Ib - Simp. Hb(>k 5 fIOO fa, VCA Engineers KTGY1558 La Costa Glen - Attached Villas Page Overturning - Panel @ Line A v = "T3^ plf L(i) = 40 ft h = 100 ft Roof Wall 21 15 psf psf X X Tnb 10 9 ft = ft = DL 200 135 plf x plf x Arm 40 40 2/2 = 2/2 = M(R) 16 1 1 ft-k ft-k 27 ft-k MOT = ~m Plf x 400 ft x WO ft = ~$4_ ft-k Q*<: Tup = { Mor - Q-67 x MR } / ( 40 ft - 033 ft ) Z.OU T = -PH—to Use Simp MTT28B 3787 Ib VCA Engineers Title Dsgnr Description Scope Job# Date ill Steel Column General Information Description La Costa Glen - KTGY 1558 Gatehouse Steel Column Steel Section TS6X6X3/8 Column Height 10000ft End Fixity Fix-Free Live & Short Term Loads Combined Fy 460 Duration Factor 1 330 X-X Unbraced 10000 Y-Y Unbraced 10000 ksi X-X Sidesway Sway Allowed Y-Y Sidesway Sway Allowed Kxx 2 000 ft Kyy 2 000 ft Loads || Axial Load Dead Load 1 Live Load 1 Short Term Load Point lateral Loads Along Y-Y (strong axis moments] Along X-X ( y moments ) 1 Summary | 90 k Ecc for X-X Axis Moments m 40 k Ecc for Y-Y Axis Moments in k JQL_ LL Section TS6X6X3/8, Height = 1 0 OOftAxial Loads DL = 190, LL = 140, Combined Stress Ratios AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 Stresses Allowable & Actual Stresses Fa Allowable fa Actual Fbxx Allow [F1 -6] Fbxx Allow[F1-7]&[F1-8] fb xx Actual Fbyy Allow [F1 -6] Fbxx Allow [F1-7]&[F1-8] fb yy Actual ^Analysis Values F'ex DL+LL 13,181 F'ey DL+LL 13,181 F'ex DL+LL+ST 17,531 F'ey DL+LL+ST 17,531 Max X-X Axis Deflection Max Y-Y Axis Deflection Dead Live 0018 0013 Dead Live 1308ksi 1308ksi 024ks\ 018 ksi 27 60 ksi 27 60 ksi 27 60 ksi 27 60 ksi 0 00 ksi 0 00 ksi 34 50 ksi 34 50 ksi 34 50 ksi 34 50 ksi 0 00 ksi 0 00 ksi psi Cm x DL+LL psi Cm y DL+LL psi Cm x DL+LL+ST psi Cm y DL+LL+ST -0884 in at 10000 ft -1 326 in at 10000 ft ST Heiaht 1800k 10000m 2700k 10000m Column Design OK ST = 0 00k, Ecc = 0 000 DL + LL DL + Short 0 032 0 984 I DL + LL DL + Short 1 3 08 ksi 17 40 ksi 0 41 ksi 0 41 ksi 27 60 ksi 36 71 ksi 27 60 ksi 36 71 ksi 000 ksi 16 02 ksi 34 50 ksi 45 89 ksi 34 50 ksi 45 89 ksi 0 00 ksi 24 04 ksi 0 85 Cb x DL+LL 1 75 0 85 Cb y DL+LL 1 75 0 85 Cb x DL+LL+ST 1 00 0 85 Cb y DL+LL+ST 1 00 (c)1983-97 ENERCALC KW-060173, V5 0 2, 1-Jun-1997 Title Dsgnr Description Scope Job* Date Section Properties Steel Section Depth Web Thick Width Flange Thick Area Misc TS6X6X3/8 600 in 0 375 in 6 000 in 0 375 in 7 95 in2 0 000 in Steel Column Weight 2702#/ft Ixx 40 44 m4 lyy 4Q44m4 Sxx 13480m3 Syy 13480m3 r-xx 2 255 in \ I r-yy 2 255 in (c) 1983-97 ENERCALC KW-060173, V5 0 2, 1-Jun-1997 Page L/3 Wind Pressure L(ft) W(ft) Roof 115 130 Pole 05 100 Area 3 00 00 Area 4 00 00 Total Wind P = Seismic P = Allow Lat Pres Footing (Ib/sq ft/ft) Width (m) Q = ( 9s c. Ce x Cq ) x qs = 12 6 psf = 1 40 A(sqft) h (ft} Ce 1495 50 00 00 1545 1581 1074 100 106 50 1 06 00 1 19 00 1 31 Weighted Avg Ht 984 Ib h = Ib h = Pole Factor 'Wind ^Seismic "iv/ntf ^"Seismic 1530 1074 15299 10740 51 0 256 0 0000 0000 1581 1074 15555 10740 984 ft (Gov) 1000 ft Shape Sf Factor Ib/sqfi/ft 350 30 1.00 1.41 642 A = 234 x P/(S1xb) Design Footing Depth d = (A/2){ 1 + (1 + 436 x h/A )"*} = 51 ft Use 30 inch Sq x 66 Deep Footing Design Column Sx = ( MOMENT X 12 )/( 66 x 35000 x 1 33 ) 608 756x6x3/8 Sx=139m«3 VGA ENGINEERS I/O/I VANDORPE CHOU ASSOCIATES 295 Rampart Street Orange, CA 92868 STRUCTURAL BUILDING DEPARTMENT SUBMITTAL FOR- Continuing Life Communities, L.L.C. La Costa Glen I.L.U. (Garages and Carports) SUBMITTED TO. City of Carlsbad, California March 21,2000 Job No - KTGY1558 VAN DORPE CHOU ASSOCIATES, INC Engineers and Code Consultants 295 N RAMPART STREET SUITE A ORANGE, CA 92868 TABLE OF CONTENTS DESCRIPTION Design Criteria Vertical Analysis Roof Framing Lateral Analysis PAGES Gi - Giv GV1-GV8 GL1-GL24 VANDORPE CHOU ASSOCIATES, INC Engineers and Code Consultants 295 North Rampart Street, Suite A Orange, CA 92868 Design Criteria Governing Code Jurisdiction Seismic Zone Z I R (Rw = Ca Soils Report By Job Number Date Project La Costa Glen Garages Job No KTGY1558 Date 03/13/2000 Designer a 5x14) d (mph) Pressure (psf) •sure 97 UBC Carlsbad, CA 4 04 1 0 22 p CAN1 CtfUlMNS, S5# PlYW/B* -5U 0 44 X Na 1 0 70 mph 126 psf Exp C Leighton and Associates 4960134-002 01/28/1999 Soil Bearing Pressure (psf) Equivalent Fluid Pressure (pcf) Lateral Bearing Pressure (pcf) 2000 35 350 Continuous Footings Exterior Interior Isolated Footings Slab on Grade 18"x24" w/ 2-#4T&B 18"x24" w/ 2-#4T&B 24" sq Mm x 24" D mm 4" t w/ #3 @ 18" O C E W> at mid-height These calculation have been prepared for the purpose of showing compliance with Volume II of the Uniform Building Code Additional assumptions, analysis and judgements based upon the knowledge and experience of the Engineer have been involved in the design of this project and are not included in these documents I^^^^^^H VANDORPE CHOU ASSOCIATES, INC il^J^^^^JS Engineers and Code Consultants ylJ\^rM\L 295 Nortn Rampart Street, Suite A •••^•^•tf Orange, CA 92868 i^^^^^^H Gravity Loads Roof Live Load Dead Loads Roofing Sheathing Framing Drywall Slope Adj Misc Roof DL Total Roof /Ceiling DL Floor Live Load Dead Loads Flooring Sheathing Joists Drywall Misc Additional Floor DL Total Exterior Wall Exterior Drywall Studs Drywall Misc Wall DL 20 0 psf 30 1 5 25 00 00 I 0 50 psf 170 psf 40 0 psf 350 25 35 25 1 5 00 45 0 psf 85 0 psf 90 00 20 30 1 0 150 psf Project Job No Date Designer Ceiling Live Load Dead Loads Framing 5ruccO Slope Adj Misc Ceiling DL Deck / Corridor Live Load Dead Loads Flooring Sheathing Joists Drywall Misc Additional Total DL Total Interior Wall Drywall Studs Drywall Misc Wall DL La Costa Glen Garages • KTGY 1558 | 03/13/2000 - • 100 psf 1 1 70 00 • 00 | 90 psf 1_ Deck Corridor | 60 0 100 0 psf 25 25 35 35 • 25 25 | 15 15 00 00 g 450 450 psf • 1050 1450 psf 1 30 I 20 30 • 20 | 100 psf 1 1 1 1 1 VANDORPE CHOU ASSOCIATES, INC. Engineers and Code Consultants 295 North Rampart Street, Suite A Orange, CA 92868 Project La Costa Glen Garages Job No KTGY1558 Date 03/13/2000 Designer Shear Wall Schedule (97 UBC - Zone 3 & 4) No Construction / 1\ 1/2" Unblocked Gyp Board w/ 5d Cooler Nails @ 7" o c Edges and Field 1/2" Unblocked <3yp Board •w/ 5d Cooler Nails @. 4" o c, Edges and Reid 1/2" Blocked Gyp Board w/ 5d Cooler Nails @ 4" o c Edges and Field /4\ 5/8" Unblocked. Gyp Board w/ 3d Copier Natfs @. 7" o c, Edges and Reid /5\ 5/8" Unblocked Gyp Board w/ 6d Cooler Nails @ 4" o c Edges and Field /e\ 5/8" Blocked Gyp Board w/ 6d Cooler Nails @ 4" o c, Edges and Reid /7\ 7/8" Exterior Stucco ( 3 Coats) w/16ga Staple® 6"oc @ Supports S!<te(s) Value Shear NaHng / (Aft.)Shear Connector 1 50lb/ft 16d@16"oc A35@48"oc 2 100lb/tt 16d@16"oc A 35 @ 48" o c i 2 1 2 1 2 1 2 1 2 62!bffi W5(bfft 75 Ib/ft 150lb/ft 57ib/ft 115 Ib/ft 73 Ib/tt 145 Ib/ft 87 !b/ft 1 75 Ib/ft 16d 16d 16d 16d 10d 16d 16d 16d 16d 16d @ 16" oc @ 12" oc @ 16" oc @ 10" oc @ 16"o-c @ 16" oc @ 16" oc @ 10" oc @ 16" oc @ 8"oc A35 A 35 A 35 A 35 A 35 A35 A 35 A 35 A35 A 35 @ 48"oc @ 48"o c @ 48" o c @ 32" oc @ 48"« c @ 43*00 @ 48" oc @ 32" oc @ 48"oc @; 32*0 c 180 Ib/ft 16d @ 8"oc A 35 @ 32" oc 8\ One Coat Stucco of Monsanto Board <IC8Q#3335) V//16 ga Staple @ &" o e> @ Supports 170 Ib/ft 16d @ 8"oc A35 @ 32"oc /9\ 3/8" C-D Structural Sheathing w/8d Nails @ 6"oc @Edges&12"oc field /IQ\ 3/8"G-DStnuchjral Sheathing w/8d Na3s @ 4"o,c @edges&l2"o,c field, ^v\ 3/8" C-D Structural Sheathing w/8d Nails @ 3"oc @Edges&12"oc field /<tgys 3/8" C-D Structural Sheathing •w/Sd Nails @ 2*o,c @ Edges & 12" Q,C field. /iKL 15/32" Strct I Sheathing w/10d Nails @ 2"oc @Edges&12"oc field 16d <Q 16d d 16d g 16d d 5 6"oc 5 3"oc ^ 4"oc g Z'oc A 35 ^ A 35 <£ A35 g A35 g D 24" oc g 12" oc §: 12"o c §; 8"OC 1 260 Ib/ft 2 520 Ib/ft 1 350 Ib/ft 2 760 Ib/ft 16d 1 490 Ib/ft 16d @ 35"oc A 35 @ 10" oc 2 980 Ib/ft 16d@175"oc A 35 @ 6" o c 1 640Ib/ft 16d @ 2,5"oc, A35@:8"oc, 2 1280 Ib/ft 2 - 16d @ 2,5" o c, 2-A3S@8"a,c 1 770 Ib/ft 16d @ 2"oc A35@75"oc 2 1540 Ib/ft 2-16d @2"oc 2-A35@75"oc VANDORPE CHOU ASSOCIATES, INC Project La Costa Glen Garages • *rf^ Ml Engineers and Code Consultants Job No KTGY 1558 \JT^&M\ 295 North Rampart Street, Suite A Date 03/13/2000 Orange, CA 92868 Designer Structural Materials Timber All timber shall be Douglas Fir Larch with a maximum moisture content of 19% Grading rules agency West Coast Lumber Inspection Bureau (WCLIB ) Sawn Lumber (DF-L) Fb* (psi) Fv* (psi) E* (psi) 2x Joists & Rafters (No 2) 875 95 1 6x10A6 4x Sawn Beams (No 2) 875 95 1 6x10A6 6x Sawn Beams (No 2) 875 85 1 3x10A6 4x Sawn Beams (No 1) 1000 95 1 7x10A6 6x Sawn Beams (No 1) 1350 85 1 6x10A6 Manufactured Products Glu-Lam 2400 165 1 8x10A6 Paralam PSL (NER-292) 2900 290 20x10A6 MicrollamLVL(NER-126) 2600 285 1 8x10A6 * Values may be adjusted according to UBC Chapter 23 Concrete Application Comp. Cylinder Strength @ 28 days Slab on grade 2500 psi Footings/Grade Beam 2500/3000 psi (*) (*) May be 2500 psi for wood framed buildings 3 stories or less Reinforcing Steel #5 and smaller reinforcing bars shall conform to A S T M A - 615-40 #6 and larger reinforcing bars shall conform to A S T M A - 615-60 Structural steel Description Specification Pipe ASTM A-53 Type E or S, Grade B Tube ASTM A-500, Grade B All other shapes ASTM A-36 High strength bolts ASTM A-325 All other bolts ASTM A-307 Masonry All concrete masonry units shall conform to standard specifications for hollow load bearing concrete masonry units (ASTM C-90, Grade N-11) Masonry fm = 1500 psi Grout fg = 2000 psi Vertical 6V-J D n tf D . o" D D o o<c z: oo:o KTGY 1558 La Costa Glen Garages Page Typical Garage Beam #1 Tributary Area Uniform Load Reaction W=7955 L = 11 ft R(DL) = 2010 Ib R(TL) = 4375 Ib A = 11 ft x 21 5 ft R(DL) = 2010 Ib R(TL) = 4375 Ib 237 sqft Roof DL LL Tnb ( 170 + 20 )psf x ( 215 ) ft = 796 Ib/ft WDL = 366 Ib/ft RDL = 2010 Ib Select 6 x 12 DFV1 Fb * 1350 fw Fv = 05 f>$i £ = 13 x *0" PSI C - 7 25 A - Sx ? 796 Ib/ft RTL = 4375 Ib 533 -in 727 m' 697 "i" f 00 Anq = (3/2)(WxL/2 - Wxd )/(CD x Fv ) = >reg = W x L' x 12 / (8 x Fb x CD x CF ) = W x L" x 1728 1 req 384 E X L/240 (E x L/360 for LL) 51 0 86 205 m4(LL) Deflection 354 W x L" x 1728 £ x /, 023 " (TL) 011 • (DL) Req'd Bearing Area Ap = 4375 Ib / 625 psi ( Where Fp = 625 psi ) = 7 sq in Use 6 x 12 DF#1 w/ 4 x Post Support VCA Engineers OIL.JOB 6V-3| I I i -«c u. l".Lr KTGY1558 La Costa Glen Carports Page Typical31'CarportBeam #1 Tributary Area Uniform Load Reaction W = 330 plf L = R(DL) = 2635 to R(TL) = 5115 Ib A = 31 ft x 100 ft R(DL) - 2635 Ib R(TL) = 5115 Ib 310 sqft Roof DL LL Tnb ( 170 + 16 )psf x ( 100 ) ft =330 Ib/ft WDL = 170 Ib/ft RDL = 2635 Ib Select 5125 x 195 GLB-24F Fb = 2400 psi Fv = 165 psi E = 18 x 10" PSI Cr> = 1 25 WTL = 330 Ib/ft RTL = 5175 Ib A = 999 Sx = 325 lx = 3167 CF = 095 U = (3/2) ( WxL/2 - Wxd )/(CD x Fv ) = ' req 5 W x L4 x 1728 384 E X L/240 (E x L/360 for LL) 333 Sre, = W x L' x 12 / ( 8 x Fb x CF x CD) = 767 1899 m4 (LL) Deflection Def = x 384 W x L" x 1728 E x I, 1 20 " (TL) 062 " (DL) Req'd Bearing Area Ap = 5715 Ib / 650 psi ( Where Fp = 650 psi ) = 7 sq in Use 5125 x 195 GLB-24F w/ 4 x Post @ Support VCA Engineers KTGY 1558 La Costa Glen Carports Page Typical 33'Carport Beam W = 330 plf Tributary Area Uniform Load Reaction fi L = 33 ft R(DL) = 2805 lb R(TL) = 5445 lb A = 33 ft X 100 ft R(DL) = 2805 lb R(TL) = 5445 lb 330 sq ft DL LL Tnb Roof (170 + 16 )psf x ( 100 ) ft = 330 Ib/ft WDL = 170 Ib/ft RDL = 2805 lb Select 5125 x 21 GLB-24F Ft, = 2400 psi Fv = 165 psi £ = 18 x10" PSI CD = 1 25 WTL = 330 Ib/ft RTL = 5445 lb A = 1076 m Sx = 377 '"' lx - 3955 >n CF = 094 Amq = (3/2) ( W x L / 2 - W x d ) / (C D x F v ) = 354 Smq = W x L' x 12 / ( 8 x Fb x CF x CD) = 191 'req _ 5 W x L4 x 1728 384 E X L/240 (E x L/360 for LL)2291 in1 (LL) Deflection 5 _______ 384 W x L" x 1728 E x lx 124 " (TL) 064 " (DL) Req'd Bearing Area Ap = 5445 lb / 650 psi ( Where Fp = 650 psi ) = 8 sq in Use 5125 x 21 GLB-24F w/ 4 x Post Support VCA Engineers KTGY 1558 La Costa Glen Carports Page 6V~ Typical Carport Beam #2 Tributary Area Uniform Load Reaction W=74 plf L = R(DL) = 306 Ib R(TL) = 666 Ib A = 18 ft X 20 ft R(DL) = 306 Ib R(TL) = 666 Ib 36 sqft Roof DL LL Tnb (170 + 20 )psf x ( 20 ) ft =74 Ib/ft WDL = 34 Ib/ft RDL = 306 Ib Select 6 x 12 DF#1 Fd = 1350 p$i >v ~ &5 ps/ £ — 76 -^ ^u P^ WTL= 74 Ib/ft RTL = 666 Ib 633 M' /x = 697 = JOG Deflection >req >req = (3/2) ( WxL/2 - Wxd )/(CD x Fv ) = 84 = W x L' x 12 / (8 x Fbx CD x CF ) = 21 Def = 5 384 5 384 W x L4 x E x L/240 W x L4 x Ex lx 1728 (E x L/360 for LL) 1728 84 016 007 111 m4(LL) " (TL) • (DL) Req'd Bearing Area Ap = 666 Ib / 625 psi ( Where Fp = 625 psi ) = 1 sq in Use 6 x 12 DF#i w / 2 x Trimmer Support VCA Engineers KTGY 1558 La Costa Glen Carports Page 6V-/I Typical Carport Roof Tributary Area Uniform Load Reaction W=74 plf L = 17 ft R(DL) = 289 Ib R(TL) = 629 Ib A = 17 ft X 20 ft R(DL) = 289 Ib R(TL) = 629 Ib 34 sqft DL LL Tnb Roof (170 + 20 )psf x ( 20 ) ft = 74 Ib/ft WDL = 34 Ib/ft RDL = 289 Ib Select 2 x 12 DF#2 Ft = 875 ps/ FV - 95 PS/ WTL = 74 Ib/ft RTL = 629 Ib A - W..9 m 5X 3 32 '"" Crj - 1 25 := TOO mq = (3/2) ( WxL/2 - Wxd)/(CDxFv) = 71 Smq = W x L' x 12 / (8 x Fb x CD x CF ) = W x L* x 1728 •req 384 E X L/240 (E x L/360 for LL) 29 70 m'(LL) Deflection W x L" x 1728 Def =• 384 Ex/, 049 " (TL) 022 " (DL) Req'd Bearing Area Ap = 629 Ib / 625 psi ( Where Fp = 625 psi ) = 1 sq m Use 2 x 12 DF#2 w/2xTnmmer <5J Support VCA Engineers 6V-2 ~ 1 » COTtt fil,H1 " I/O/I VCA ENGINEERS 295-A Rampart Street SHEET N0 - "IZZ - °F Orange, California 92868 CALCULATED BY J=SHEI _ DATE 3]\4fSP 714978-9780 CHECKED BY DATE. SCALE ' ^^ "• UIIND UPLIFT 70/ryrt -> <^r tf, £ £w- /.O P- Ce C,, ^T^ l^' frtf C -^ Ce = /.^ Cj = I, 3 * 17.1-2(17)-- 6.1 fsf UP. JOIST UPUfT: zo'Wfaftfc- izz n,. ".: U5F 1- HI g>EACH fNP, EVEKY OfHff JOIST UPLIFT-- 33' fro'M(l,.\)/Z - /,^/ft, fi> EACH cc C0LUMN UaifT: 2 '^^ f^flM6 UIT' Lateral 6L-7 ^ °°5 •ftp Mi VA c»o §2 ••*• DO KTGY1558 La Costa Glen Garages Page LATERAL ANALYSIS Weight of Material Roof DL Ceiling DL Floor DL Ext Wall Int Wall 170 psf 00 psf 45 0 psf 15 0 psf 10 0 psf Seismic V = ( 25 x I x CA / R ) x Wc Where Ca =044 Na = 1 0 V = ( 25 x 10 x 044 V = 0500 Wd )x Wd (Wortmg Stress)= V / 14 =0357 Wd Wind 70 mph Exposure C qs = 126 psf (Basic Wind Pressure) VCA Engineers KTGY 1558 La Costa Glen Garages Page LATERAL ANALYSIS Weight of Material Roof DL Ceiling DL Floor DL Ext Wall Int Wall 17 0 psf 00 psf 45 0 psf 15 0 psf 10 0 psf Seismic V = ( 25 x I x CA / R ) x W0 Where Ca =044 Na = 1 0 •?LYU0PD 5.W V = ( 25 x 10 x 044 / '55 )xWc V = 0200 Wd (Working Stress)= V / 14 =0143 Wd Wind 70 mph Exposure C qs = 726 psf (Basic Wind Pressure) VCA Engineers KTGY1558 La Costa Glen Garages Carports 8-Car Garage WIND FORCE N-S DIRECTION Sloped Roof ( Max Height 100 ft ) Pro, Windward 126 psf x 106 x 0 3 x 10 ft = 4 Ib/ft Leeward 126 psf x 106 x 07 x 10 ft = 9 Ib/ft Upper Half of Wall ( Max Height = 90 ft ) Pro; Windward 126 psf x 106 x 08 x 45 ft = 48 Ib/ft Leeward 126 psf x 106 x 05 x 45 ft = 30 Ib/ft Total Wind Load @ Roof Diaphram = 91 Ib/ft WIND FORCE E-W DIRECTION Gable End Roof ( Avg Height = 95 ft ) Pro; Windward 126 psf x 106 x 08 x 05 ft = 5 Ib/ft Leeward 126 psf x 1 og x 05 x 0 5 ff = 3 Ib/ft Upper Half of Wall ( Max Height = 90 ft ) Ce Cg Pro; Windward 126 psf x 1 06 x 08 x 45 ft Leeward 126 psf x 106 x 05 x 45 ft = 48 Ib/ft 30 Ib/ft Total Wind Load @ Roof Diaphram = 87 Ib/ft VCA Engineers KTGY1558 La Costa Glen Garages Carports Pag* U-7 SEISMIC FORCE N-S DIRECTION 8-Car Garage PLYUI00P Roof/Clg Ext Wall Int Wall SEISMIC FORCE CAISTIUVfl? hroof Roof/Clg Ext Wall Int Wall MM W/IUS 95 ft 770 750 700 £ = psf X ( psf x ( psf x ( Seismic Coef 0143 Tnb 430 Ht 45 45 X £ - W DIRECTION ft C0HIMN 5 95 770 750 700 ft psf x ( psf x ( psf x ( Tnb 470 Ht 45 45 No ft x 2 ft x 1 WDL WDL = ) = ) = ; = = 73 / Ib/ft 135 Ib/ft 45 Ib/ft ?tt Ib/ft I30. ib/ft 8-Car Garage No ft x 2 ft x 3 ; = ; = ; = 759 Ib/ft 135 Ib/ft 135 Ib/ft Seismic Coef 0357 x W DL \Ptf Ib/ft Ib/ft 8-Car Garage SEISMIC vs. WIND FORCE Seismic Direction Fx N-S 130 »***•*»**•**• £ - W 3S2. Wind Governing Ww Force 91 (Seismiu) 87 (Seismic) VCA Engineers KTGY1558 La Costa Glen Garages Page 10-Car Garage WIND FORCE N-S DIRECTION Sloped Roof ( Max Height 100 ft ) Pro; Windward 126 psf x 106 x 03 x 10 ft Leeward 126 psf x 106 x 07 x 10 ft Upper Half of Wall ( Max Height = 90 ft ) Pro; Windward 126 psf x 106 x 08 x 45 ft Leeward 126 psf x 106 x 05 x 45 ft WIND FORCE E-W DIRECTION Gable End Roof ( Avg Height = 95 ft ) Pro, Windward 126 psf x 106 x 08 x 05 ft Leeward 126 psf x 7 06 x 05 x 05 « Upper Half of Wall ( Max Height = 90 ft ) Ce Cq Pro; Windward 126 psf x 106 x 08 x 45 ft Leeward 126 psf x 106 x 05 x 45 ft 4 Ib/ft 9 Ib/ft 48 Ib/ft 30 Ib/ft Total Wind Load @ Roof Diaphram = 91 Ib/ft 5 Ib/ft 3 Ib/ft 48 Ib/ft 30 Ib/ft Total Wind Load @ Roof Diaphram = 87 Ib/ft VCA Engineers KTGY1558 La Costa Glen Garages SEISMIC FORCE N-S DIRECTION 10-Car Garage PlYUOOD 5HEAI? UlAl^S h roof = 95 Roof/Clg = 170 Ext Wall = 150 Int Wall = 100 E ft psf x ( psf x ( psf x ( Seismic Coef 0143 SEISMIC FORCE E-W DIRECTION ~ CANTll^VEKfD C0UMN5 h roof = 95 Roof/Clg = 170 Ext Wall = 150 Int Wall = 100 E = ft psf x ( psf x ( psf x ( Seismic Coef 0357 Tnb 430 ) = Ht No 45 ft x 2 ) = 45 ft x 1 ) = WDL = X WDL = 10-Car Garage Tnb 580 ) = Ht No 45 ft x 2 ) = 45 ft x 4 ) = WDL = X WDL = 73/ ibfft 135 Ib/ft 45 Ib/ft J\\ Ib/ft 1 30 Ib/ft J&, Ib/ft 135 Ib/ft 180 Ib/ft 1201 Ib/ft 4(>4 Ib/ft 10-Car Garage SEISMIC vs WIND FORCE Seismic Direction Fx N-S 1-30 E-W 4tf Wind Governing Ww Force 31 (Seismic) 87 (Seismic) VGA Engineers KTGY1558 La Costa Glen Carports Page Worst Case Carport WIND FORCE N-S DIRECTION Sloped Roof ( Max Height 100 ft ) Pro/ Windward 12 6 psf x 106 x 0 3 x 10 ft = 4 Ib/ft Leeward 126 psf x 106 x 07 x 10 ft = 9 Ib/ft Upper Half of Wall ( Max Height = 90 ft ) Pro; Windward 126 psf x 1 06 x 08 x 4 5 ft = 48 Ib/ft Leeward 126 psf x 1 06 x 05 x 45 ft = 30 Ib/ft — Total Wind Load @ Ruuf Didp/iid/n - = - 9i — It/ft CHECK UINP UfUFI" WIND FORCE E-W DIRECTION Sloped Roof ( Max Height 100 ft ) Pro/ Windward 126 psf x 106 x 03 x 10 ft = 4 Ib/ft Leeward 126 psf x 106 x 07 x 10 ft = 9 Ib/ft Upper Half of Wall ( Max Height = 90 ft ) Ce Cg Pro] Windward 126 psf x 106 x 08 x 45 ft Leeward 126 psf x 1 06 x 05 x 45 ft = 48 Ib/ft 30 Ib/ft Total Wind Load Hoof Diaphram -94 STRUCT UK £ - NO UAH, 5 CHECK WIND UfUlff VCA Engineers KTGY1558 La Costa Glen Carports Page £,/,-// SEISMIC FORCE N-S DIRECTION Worst Case Carport h roof = 95 ft Roof/Clg = 170 psf x Ext Wall = 150 psf x Int Wall = 100 psf x Tnb (200 ) = 340 Ht No ( 45 ft x 0 ) = 0 ( 45 ft x 0 ) = 0 WDL = 3*0 Ib/ft Ib/ft Ib/ft Ib/ft Seismic Coef E = 0357 SEISMIC FORCE E-W DIRECTION h * — o 1 ft• * roof — & >j ii Roof/Clg = 170 psf x Ext Wall = 150 psf x Int Wall = 100 psf x x WDL = IZI Worst Case Carport Tnb (1850 ) = 3l*S Ht No ( 45 ft X 0 ) = 0 ( 45 ft x 0 ) = 0 WDL = S/7b Ib/ft Ib/ft Ib/ft Ib/ft Ib/ft Seismic Coef E = 0357 x WDL - HZ3 Ib/ft Worst Case Carport SEISMIC vs. WIND FORCE Seismic Wind Governing Direction Fx N-S IZI E-W II23 Ww Force -Sf- (Wind) -, fedwS+r'v'* ••Of"" (S&ismic) VCA Engineers KTGY1558 La Costa Glen Page Redundancy Factor 8-Car Garage - N/S Direction A B = 2021 ft Most Critical Line is Line 2 Lw = 400 ft Tnb Width Seismic Shear @ This Line V, = /30 Ib/ft x 47 ft / 2 Ib ^ 055 Ib Total Base Shear at This Level VT = Tnb Width \30 Ib/ft x 47 ft Ib Redunancy Factor p = 2 - 20 f ( r^,, x A B ) * When* r^ = {V,/VT )x(10/Lw) Use p = 7 00 8-Car Garage - E/WDirection - Shear W, A B = 2021 ft2 Lw = 450 ft Tnb Wictt/) Seismic Shear @ This Line V, = 3BZ lb/ft x 43 ft / 2 = 3,2/3 Ib Total Base Shear at This Level Tnb Width Ib/ft x 43 f, Redunancy Factor p = Where , ={V,/VT)X{10/LW) U$e p = r.oo -200 VCA Engineers KTGY1558 La Costa Glen Page 62.-/JB I Redundancy Factor 10-Car Garage-N/S Direction AB = 2494 ft2 • Most Critical Line is Line 2 Lw - -$Q ft Tnb Width • Seismic Shear @ This Line V, = HQ Ib/ft x 35 « / 2 = 22 75 >b v. . KV» | Tnb Width ^ Total Base Shear at This Level VT = 130 lb/ft * 58 ft = 7540 lb • Redunancy Factor p = 2 - 50 X (r^ x AB DS) * -i.^g • u/i*Ar-A n — / w y i/ \ « / ^O/L ) ^^ IUse p = 100 10-Car Garage- E/W Direction -ShearVAg = 2494 ft2 Lw = 450 ft Tnb Width Seismic Shear @ This Line V, = -#-4 Ib/ft x 43 ft / 2 = %?7(, Ib V, = %?76 lb Tnb W/dt/i Total Base Shear at This Level VT = ^4 'b/fif x 43 ft = /^^ Redunancy Factor p - 2 - 20 / ( r^ x -A6°5; = -/4fl Wtere r^ = {V,/VT )x{10/Lw ) VCA Engineers VGA VGA ENGINEERS 295-A Rampart Street Orange, California 92868 714978-9780 LA COSTA blr /-, CAf?f/7ff5 K-T6YIS5S SHEET NO .OF. CALCULATED BY. CHECKED BY SCALE ' STTF DATE. DATE. S-CAR GAKAGF- e CALCULATION F0K CAMT. COLUMNS: £/W - e CAUC.COL; /.USB CASE N/5: e-z- /. use r.r - VGA inR LA COS1A GtEN K1"GY I55S VGA ENGINEERS 295-A Rampart Street SHEET N0 OF Orange, California 92868 CALCULATED BY J=> r*l h . DATE 714978-9780 CHECKED BY DATE. SCALE C^UMh ItfADING- S-CAI? V- fsf)^. 3 x2 = 1 5* 4.2>' k AXIAL CASE CARPET M/5: Y»3 - /2/ Pif LINE 1 (END5): /2I f33'> IM 2 (irrr^i^): /2; (u/z)faj* 2.00k v/ : HZ3(2o/2}/7coL -- l.tfk UIOKST CAS^ C^UUMN4. 200* t5 JL^^W 5-^Up.t T^« u. Trtle IA C051A Osgnr _ Description Scope Date JOD# KfGY MS Steel Column General Information Description La Costa Glen Garages and Carports Worst Case Cantilevered Column Design Steel Section TS6X6X1/2 Column Height 9000ft End Fixity Fix-Free Live & Short Term Loads Combined Fy Duration Factor X-X Unbraced Y-Y Unbraced 46 0 ksi 1 000 9000ft 9000ft X-X Sidesway Y-Y Sidesway Kxx Kyy Sway Allowed Sway Allowed 2000 2000 Loads Axial Load Dead Load 5 61 k Live Load 6 60 k Short Term Load k Point lateral Loads PL Along Y-Y (strong axis moments) Along X-X (y moments ) Ecc for X-X Axis Moments Ecc for Y-Y Axis Moments _SJ_ 2000k 1600k 0 500 in 0 500 in Height 9 000 in 9 000 in Summary Column Design OK Section TS6X6X1/2, Height = 9 OOftAxial Loads DL = 561, LL = 660, ST = 000k, Ecc = 0500 Combined Stress Ratios Dead Live DL + LL DL + Short AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 0047 0056 0103 0816 ! Stresses Allowable & Actual Stresses Dead Live Fa Allowable 14 78 ksi 14 78 ksi fa Actual 0 54 ksi 0 63 ksi Fbxx Allow [F1-6] 30 36 ksi 30 36 ksi Fbxx Allow [F1-7]&[F1-8] 30 36 ksi 30 36 ksi fb xx Actual 017 ksi 0 20 ksi Fbyy Allow [F1-6] 30 36 ksi 30 36 ksi Fbxx Allow[F1-7]&[F1-8] 30 36 ksi 30 36 ksi fb yy Actual 017 ksi 020 ksi DL + LL 1478 ksi 1 17 ksi 30 36 ksi 30 36 ksi 0 36 ksi 30 36 ksi 30 36 ksi 0 36 ksi DL + Short 14 78 ksi 1 17 ksi 30 36 ksi 30 36 ksi 12 47 ksi 30 36 ksi 30 36 ksi 9 90 ksi Analysis Values F'ex DL+LL 15,542 psi F'ey DL+LL 15,542 psi F'ex DL+LL+ST 15,542 psi F'ey DL+LL+ST 15,542 psi Max X-X Axis Deflection '° 549 In Max Y-Y Axis Deflection -0 434 in Cmx DL+LL Cmy DL+LL Cmx DL+LL+ST Cmy DL+LL+ST at 9 000 ft at 9 000 ft 085 085 085 085 Cbx DL+LL Cby DL+LL Cbx DL+LL+ST Cby DL+LL+ST 1 00 1 00 1 00 1 00 (c)1983-97 ENERCALC KW-060173, V5 0 2,1-Jun-1997 Title..' IA COST A &u^M job # KTGY1555 M Dsgnr "1V±>M.K..... ... Date 3/li/OO | Description Scope r Steel Column Section Properties Steel Section TS6X6X1/2 Depth 6 00 in Weight 3533#/ft Web Thick 0 500 in Ixx 5050m4 Width 6 000 in lyy 5050m4 Flange Thick 0500m Sxx 16833m3 Area 1040m2 Syy 16833m3 Misc 0 000 in r-xx 2 204 in r-yy 2 204 in (c) 1983-97 ENERCALC KW-060173. V5 0 2, 1-Jun-1997 Sheetl Assumptions Cantilevered Column Foundation Analysis Lateral Force ... . ,\-;-^fa Lateral Bearing Pressure' ;':, * Base value from table 18-l-A Results (Required depth) d(req)= 5 24 Noncbnstramed d(req)= 4 5 05 Constrained , Summary: OK for Nohcdnstirained .Pole Footing. rOK for Constrained Pole Fpotmg^.vc, ...... ..JA .-•.•,.* •-..'• ^.--•.•'~ ;•...-.-.',,•-•. » .-„,-•-•-.;• •- «T".;t;-.: •-;. ••:•**..*; V-.T, ,^4 .;••••.•>.»• ,.-,' -v.' /. U5E 55' D OT CANT. Page 1 KTGY1558 La Costa Glen Garages Page Shear Wall @ Seismic \(Wind) Unit Shear 8-Car Garage - Line 1 L = 200 ft p = 1 00 P (91.) fWimtl V = \30 x 1 = 130 Ib/ft (31) Tnb Width Q1 = ISO Ib/ft x 235 ft / 2 Q = (1069) \,52.2> »>_ I 1069 I l,52t> to (1009) (531 v = I5Z2 to / 200 ft = 76 Use SW #9 (Single Side) Cap = 260 plf 3/8" C-D Sheathing w/ 8d @6"oc Overturning - Panel @ 8-Car Garage • Line 1 v = 76 Pf L(i) = 100 ft Roof Wall Tnb 17 psf x 2 ft 15 psf x 9 ft h = 90 ft DL 34 135 plf x plf x Arm 100 2/2 = 700 2/ 2 = M(R) 17 68 K-k ft-k £5 ft-k Mor Tup 76 plf x 1000 ft x 90 ft - 085 x MR } / ( 100 ft T = - ii Ib <0 Use 0 6. % ft-k 033 ft ) VCA Engineers KTGY1558 La Costa Glen Garages Page Shear Wall @ Seismic \(Wind) Unit Shear 8-Car Garage - Line 2 L = 400 ft p = 100 P 191) I Wind I V = I3O X 1 = 130 lb/ft 191) Tnb Width Q1 = I3O lb/ft x 470 ft / 2 (21391 0 = (.?i;;9,i (53> v = 3^55 Ib / 400 ft = -£, lb/ft I 2139) 3,055 Use SW #9 (Single Side) Cap = 260 plf 3/8" C-D Sheathing w/ 8d @6"oc Overturning - Panel Roof Wall @ 8-Car Garage - Line 2 v = 7t> plf L(i) =200 ft Tnb 17 psf X 2 ft = 10 psf x 9 ft = DL 34 90 h = 90 ft plf x plf x Arm 200 2 / 2 = 200 2 / 2 = M(R) f,.f> ft-k 18 0 ft-k ft-k MOT Tup 76 Plf * 2000 ft x 90 ft • 085 x MR } / ( 200 ft T = -375 ib < o Use 0 I3J ft-k 033 ft ) VCA Engineers KTGY1558 La Costa Glen Garages Page Shear Wall @ 8-Car Garage - Line B L = 450 ft p = 1 00 P (87) (Wind) (Wind) v = 322, x 1 = 3SZ Ib/ftSeismic \ i87) Tnb Width ti87i) Q1 = 3&Z Ib/ft x 430 ft / 2 = »f2J3 I ''671 ; Q = Unit Shear v = &2l3 * / 450 ft = /23 Ib/ft Use SW #9 (Single Side) Cap = 260 plf 3/8" C-D Sheathing w/ 8d @6"oc Overturning - Panel @ 8-Car Garage - Line B v = I S3 plf L(i) = 450 ft h = 90 ft Tnb DL Arm M(R) 91 1 91 1 ft-k Wall 10 psf x 9 ft = 90 plf x 450 z / 2 = 9? 1 ft-k MOT = 182 Plf x 4500 ft x 90 ft = 74 / ft-k Tup = { MOT - 085 x MR } / ( 450 ft - 033 ft) T = -75 Ib < 0 Use 0 VCA Engineers KTGY1558 La Costa Glen Garages Page Shear Wall @ Seismic \(Wind) Unit Shear 10-Car Garage - Line 1 L = 200 ft p = 1 00 P (911 ( Wind) v = 130 x 1 = ISO ib/ft (sn Tnb Width 0, = 130 Ib/ft x 230 ft / 2 Q = (W47)(52) v =/ 200 ft = 75 Ib/ft (104?) I 1<M7) Use SW #9 (Single Side) Cap = 260plf 3/8" C-D Sheathing w/ 8d @ 6" o.c Overturning - Panel @ 10-Car Garage - Line 1 v = 15 pif L(i) = 100 ft Roof Wall Tnb 17 psf x 2 ft = 75 psf x 9 ft = h = 90 ft DL ?4 135 plf plf x X Arm 100 100 M(R) 2 2 ' 2 ' 2 = = / 6 7 8 ft-k ft-k 85 ft-k MOT T.,n plf x 1000 ft x 90 ft 085 X! MR } / ( 100 ft T = - 44 Ib < 0 Use 0 . ft-k 033 ft ) VCA Engineers KTGY1558 La Costa Glen Garages Page (yt~/ Shear Wall @ Seismic \(Wind) Unit Shear 10-Car Garage - Line 2 L = 300 ft V = 130 p = 1 00 P (91 ) I Wind) x 1 = UO Ib/ft (91) Tnb Width Q, = 130 Ib/ft x 350 ft / 2 ( 1593; Z275 Q = (15S3) 2,275 lb (531 v = 2,275" lb / 300 ft = 76 Use SW #9 (Single Side) Cap = 260 plf 3/8" C-D Sheathing w/ 8d @6"oc Overturning - Panel @ 10-Car Garage - Line 2 v = 76 Plf L(i) = 150 ft Roof Wall Tnb 17 psf x 2 ft = 1O psf x 9 ft = DL 34 JO h = 90 ft plf x plf x Arm 150 2/ 2 = 150 2/ 2 = M(R) 28 ft-k ID. I ft-k 13 J ft-k MOT Tup 76 plf x 1500 ft x 90 ft { M0j - 085 x MR } / ( 150 ft T = -103 Ib < 0 Use 0 W. 3 n-k 033 ft ) VCA Engineers KTGY1558 La Costa Glen Garages Page Shear Wall @ 10-Car Garage • Line B L = 570 ft p = 1 00 P (87) (Wind) (Wind) v =Seismic \ (87) Tnb Width (1871) Q, = •#•? Ib/ft x 430 ft / 2 I 1871/ 0 = 7971, lb I1ST1) 133) Unit Shear v = 9,976 lb ' 57 0 ft = }J5 'b^ Use SW #9 (Single Side) Cap = 260 plf 3/8" C-D Sheathing w/ 8d @6"oc Overturning - Panel @ 10-Car Garage-Line B v = 175 plf L(i) = 570 ft h = 90 ft Tnb DL Arm M(R) Wall 10 psf x 9 ft = 90 plf x 57 0 2 / 2 = 1462 ft-k 146 2 ft-k MOT = /75~ plf x 5700 ft x 90 ft = Tup = { MOT - 085 x MR } / ( 570 ft - 033 ft) T = -£0£ lb < 0 Use 4 VCA Engineers NON-RESIDENTIAL CERTIFICATE: Non-Residential Land Owner, please read this option carefully and be sure you thoroughly understand the options before signing The option you chose will affect your payment of the developed Special Tax assessed on your property This option is available only at the time of the first building permit issuance Property owner signature is required before a building permit will be issued Your signature is confirming the accuracy of all information shown CONTINUING LIFE COMMUNITEIS 714-256-8088 Name of Owner 800 MORNINGSIDE DRIVE Address FULLERTON CA 92835 Telephone 1945 LEVANTE STREET Project Address Carlsbad, California 92009 City, State 255-011-15-00 Zip Code City, State Zip Code Assessor's Parcel Number or APN and Lot Number if not yet subdivided by County Assessor CB001451 Building Permit Number(s) As cited by Ordinance No NS-155 and adopted by the City of Carlsbad, California, the City is authorized to levy a Special Tax in Community Facilities District No 1 All non-residential property, upon the issuance of a building permit, shall have the option to (I) pay the SPECIAL DEVELOPMENT TAX ONE- TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not to exceed twenty-five (25) years Please indicate your choice by initialing the appropriate line below i OPTION (1) I elect to pay the SPECIAL TAX - ONE-TIME now, as a one-time payment Amount of One-Tin^ Special Tax $ 1,179.02 Owner's Initials OPTION (2) I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed twenty-five (25) years Maximum Annual Special Tax $ 162.82 Owner's Initials I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISIONS AS STATED ABOVE Chief Executive Officer Signature of Property Owner Richard D Aschenbrenner Print Name Title 12/19/00 Date The City of Carlsbad has not independently verified the information shown above Therefore, we accept no responsibility as to the accuracy or completeness of this information Page 1 of 1 City of Carlsbad Building Department CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school distncts 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: AP.N. Project Applicant (Owner Name)- Project Description- Building Type: Residential: Second Dwelling Unit. Residential Additions: LA COSTA GLEN CB001451 1945 LEVANTE STREET 255-011-15-00 CONTINUING LFE COMMUNITIES GATEHOUSE SECURITY WOOD FRAME Number of New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information. 209 SF Date: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave Carlsbad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos. CA Encimtas Union School District 101 South Rancho Santa Fe Rd Encimtas, CA 92024 (944-4300) San Dieguito Union High School Disti 710EncinitasBlvd Encinitas, CA 92024 (753-6491) Certification of Applicant/Owners The person executing this declaration fO'wTrefQsertifies under penajtyjof-pgrjury 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 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 descnbed project(s), or that the person executing this declaration is authonzed to sign on behalf of the Owner Signature Date , . . 1635 Faraday Avenue • parlsbad, CA 92OO8-7314 • (760) 6O2-27OO • FAX (760) 602-856O SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))*************************************************************** THIS FORM INDICATES THAT THE SCHqOL DISTRICT REQUIREMENTS FOR THE PROJECT(HAVE~? /BEENjOR WILL BE SATISFIED ^=—-^ SCHOOL DISTRICT The undersigned, being duly 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 all 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 DISTRICT OFFICIAL Eric J Hall TITLE Asst superintendent. Business NAME OF SCHOOL DISTRICT WION H/GH ^WOL DISTOICT DATE PHONE NUMBER City of Carlsbad 1^ ^W^HBPV^MW^BMIW'i^^^BB^^^^HHH^BMH^^MffBuilding Department 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 APN Project Applicant (Owner Name) Project Description Building Type Residential Second Dwelling Unit Residential Additions' Commercial/Industrial City Certification of Applicant Information' LA COSTA GLEN CB001451 19U5 LEVANTE STREET 255-011-15-00 LFE COMMUNITIES ^^' " SECURITY Number of New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SOU Net Square Feet New Area Square Feet Floor Area 209 SF Date SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 PmeAve Carlsbad CA 92009 (729-9291) San Marcos Unified School District 215MataWay San Marcos, CA 92069 (736-2200) l District^ South Rancho Santa Fe Rd "Encinitas, CA 92024 (944-43C San Dieguito Union High School District 710Encmitas Blvd Encimtas, CA 92024 (753-6491) Certification of Appk^nt/Owners The jjersflp-execattng this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct andtrue 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 descnbed project(s), or that the person executing this declaration is authonzed to sign on behalf of the Owner Signature Date , -I- C^- —^-—-r—&- ——• .—. _ii~i_ 1635 Faraday Avenue/- Carlsbad, CA 92OO8-7314 • (76O) 6O2-27OO • FAX (76O) 602-856O ^ SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school distnct(s))************************************************************************************* THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED SCHOOL DISTRICT The undersigned, being duly 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 all 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 DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT S f\ PHONE NUMBER "76?O <3 ^ *4 'V 3QQ X I & 10 - <o O \^y~ ~~ fa I C<3 t*~. «_4 - CA\C. VX^ 4 . n iiT-^J ' v~f A oos6 MO^ l_-\-- U.fcli O R t i •w— <J >*><'&0 September 11,2000 KTGYGROUP INC Architecture Planning 17992 Mitchell South Irvine California 92614 949/8b>1-2133 FAX 949/851-5156 Fort Lauderdale Fl Mr John Milbrandt City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92009 Re La Costa Glen Project Nos 99002, 99003, 99004, 99005, 99006 Dear John, Our client. Continuing Life Communities, LLC, has informed me that you wish the revised gross area of the various buildings of La Costa Glen, less area covering items such as storage, mechanical/ electrical space, etc for the purpose of calculating school impact fees The following is a breakdown of those areas Building Description Qty Area Commons Commons I L U "A" I L U "B" Recreation Maintenance Central Plant Villas Composite A Composite A Composite B GROSS AREA Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area Subtotal 3 GROSS AREA - 2076 3 Non-qualifying Area 7 GROSS AREA - 3446 56,104 (8,045) 48,059 108,100 (13,233) 94,867 91,724 (11,045) 80,679 10,827 (3,088) 7,739 7,523 (5,012) 2,511 2,693 (2,693) 0 6,228 (1,380) 24,122 Building Description Qty Ancillary Assisted Living Assisted Living Skilled Nursing Composite B Composite C Composite C Composite D Composite D Composite E Composite E Gate house Gate house Garages Garages Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports 7 9 9 8 8 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 Non-qualifying Area GROSS AREA-4145 Non-qualifying Area GROSS AREA- 3785 Non-qualifying Area GROSS AREA- 5508 Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area GROSS AREA Non-qualifying Area Number One Number Two Number Three Number Four Number Five Number Six Number Seven Number Eight Number Nine Number Ten Number Eleven Number 12 Number thirteen Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area Subtotal GROSS AREA Non-qualifying Area Subtotal NET TOTAL KTGY GROUP INC Architecture Planning Area (5,236) 37,305 (8,217) 30,280 (6,560) 5,508 (1,194) 80,856 513 (304) 6,081 (6,081) 3,100 3,690 1,330 2,510 477 2,640 1,430 3,245 1,335 760 2,527 3,180 1,923 (28,147) 209 55,772 (3,351) 52,421 33,525 (3,137) 30,388 397,729 If you have any questions regarding the calculation of these areas please do not hesitate to call Sincerely, Kenneth J Rohde, AIA Principal WAIS Document Retneval Page 1 of 7 CALIFORNIA CODES GOVERNMENT CODE SECTION 65995-65998 65995 (a) Except for a fee, charge, dedication, or other requirement authorized under Section 17620 of the Education Code, or pursuant to Chapter 4 7 (commencing with Section 65970), a fee, charge, dedication, or other requirement for the construction or reconstruction of school facilities may not be levied or imposed in connection with, or made a condition of, any legislative or adjudicative act, or both, by any state or local agency involving, but not limited to, the planning, use, or development of real property, or any change in governmental organization or reorganization, as defined in Section 56021 or 56073 (b) Except as provided in Sections 65995 5 and 65995 7, the amount of any fees, charges, dedications, or other requirements authorized under Section 17620 of the Education Code, or pursuant to Chapter 4 7 (commencing with Section 65970), or both, may not exceed the following (1) In the case of residential construction, including the location, installation, or occupancy of manufactured homes and mobilehomes, one dollar and ninety-three cents ($1 93) per square foot of assessable space "Assessable space," for this purpose, means all of the square footage within the perimeter of a residential structure, not including any carport, walkway, garage, overhang, patio, enclosed patio, detached accessory structure, or similar area The amount of the square footage within the perimeter of a residential structure shall be calculated by the building department of the city or county issuing the building permit, in accordance with the standard practice of that city or county in calculating structural perimeters "Manufactured home" and "mobilehome" have the meanings set forth in subdivision (f) of Section 17625 of the Education Code The application of any fee, charge, dedication, or other form of requirement to the location, installation, or occupancy of manufactured homes and mobilehomes is subject to Section 17625 of the Education Code (2) In the case of any commercial or industrial construction, thirty-one cents ($0 31) per square foot of chargeable covered and enclosed space "Chargeable covered and enclosed space, " for this purpose, means the covered and enclosed space determined to be within the perimeter of a commercial or industrial structure, not including any storage areas incidental to the principal use of the construction, garage, parking structure, unenclosed walkway, or utility or disposal area The determination of the chargeable covered and enclosed space within the perimeter of a commercial or industrial structure shall be made by the building department of the city or county issuing the building permit, in accordance with the building standards of that city or county. (3) The amount of the limits set forth in paragraphs (1) and (2) shall be increased in 2000, and every two years thereafter, according to the adjustment for inflation set forth in the statewide cost index for class B construction, as determined by the State Allocation Board at its January meeting, which increase shall be effective as of the date of that meeting (c) (1) Notwithstanding any other provision of law, during the term of a contract entered into between a subdivider or builder and a school district, city, county, or city and county, whether general http //www leginfo ca gov/cgi-bin/waisgate?WAlSdocID=8282418917+0+0+0&WAISact 09/20/2000 La Costa Glen Building Areas BUILDING Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons Commons LU "A" L U "A" LU "A" LU "A" L U "A" LU "A" LU "A" LU "A" LU "A" LU "A" LU "A" L U "A" LU "A" LU "A" LU "A" LU "A" FLOOR Exterior Lower Lower Lower Lower Lower Lower Lower Lower Lower First First First First First First First First Second Second Second Second Second Third Third Third Third Apartments First First First First First First First First First First First First Second Second A/o.ROOM total building Porte Cochere trash electrical water utility telephone janitor mechanical elevator equipment kitchen storage kitchen storage marketing storage executive office storage lounge storage mail storage access electrical resident trash resident storage resident storage general storage mechanical mechanical resident trash resident storage mechanical mechanical resident trash general storage balcony & storage Subtotal total balconies communication equipment 141 mam communication 130 electrical equipment 131 elevator equipment 132 mechanical equipment elevator equipment 137 janitor 136 communication equipment 142 mechanical equipment mam electrical 1 34 resident storage 135 trash 138, 139 & 140 communication equipment 232 mechanical equipment AREA 56,104 (2,070) (533) (209) (72) (91) (25) (136) (126) (448) (92) (71) (203) (56) (248) (100) (200) (484) (160) (104) (39) (60) (77) (260) (75) (60) (77) (260) (1,709) 48,059 108,100 (9,299) (10) (64) (98) (64) (30) (70) (75) (16) (16) (173) (410) (170) (10) (21) NOTES 56,104 (8,045) L 48,059 108,100 La Costa Glen Building Areas LU "A" UU "A" L U "A" LU "A" LU "A" L U "A" LU "A" L U "A" LU "A" LU "A" LU "A" LU "A" LU "A" LU "A" LU "A" LU "A" L U "A" LU "A" LU "B" L U "B" LU "B" LU "B" LU "B" LU "B" LU "B" LU "B" L U "B" L U "B" LU "B" LU "B" LU "B" L U "B" LU "B" L U "B" LU "B" L U "B" LU "B" LU "B" L U "B" L U "B" LU "B" L U "B" L U "B" L U "B" LU "B" L U "B" L U "B" Second Second Second Second Second Third Third Third Third Third Third Third Plan 1 ' Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 First First First First First First First First First First First First First Second Second Second Second Second Second Second Second Second Second Third Third Third Third 0 33 12 30 3 7 janitor 230 resident storage 229 communication equipment 233 mechanical equipment trash room communication equipment 329 mechanical equipment janitor 331 resident storage 330 communication equipment 332 mechanical equipment trash room exterior resident storage exterior resident storage exterior resident storage exterior resident storage exterior resident storage exterior resident storage Subtotal total balconies mam electrical 129 trash rooms 130, 131 & 132 resident storage 133 resident storage 134 communication equipment 135 mam electrical 126 elevator equipment 136 janitor 127 mechanical equipment 128 elevator equipment 140 communication equipment 138 resident storage 137 general storage 1 39 trash 226 resident storage 227 resident storage 228 communication equipment 229 janitor 224 mechanical equipment 225 resident storage 230 resident storage 233 communication equipment 232 resident storage 231 trash 326 resident storage 327 resident storage 328 communication equipment 329 (149) (410) (16) (16) (80) (10) (21) (149) (410) (16) (16) (80) 0 (577) (168) (560) (29) 0 94,867 91,724 (7,422) (180) (130) (145) (89) (16) (166) (81) (39) (35) (59) (27) (104) (27) (85) (145) (89) (16) (41) (38) (59) (109) (25) (108) (85) (145) (89) (16) (13,233) 94,867 91,724 La Costa Glen Building Areas LU "B" LU "B" L U "B" L U "B" LU "B" LU "B" L U "B" LU "B" LU "B" LU "B" LU "B" LU "B" Recreation Recreation Recreation Recreation Recreation Recreation Recreation Recreation Recreation Recreation Recreation Recreation Maintenance Maintenance Maintenance Maintenance Maintenance Maintenance Maintenance Maintenance Maintenance Central Plant Central Plant Central Plant Villas Villas Villas Villas Third Third Third Third Third Third Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 First First First First First First First First First First First First First First First Second Second First First Composite A Composite A Composite A Composite B 6 12 9 33 6 2 3 3 3 7 janitor 324 mechanical equipment 325 resident storage 330 resident storage 333 communication equipment 332 resident storage 331 exterior resident storage exterior resident storage exterior resident storage exterior resident storage exterior resident storage exterior resident storage Subtotal total building roof overhang mam hall storage mam hall storage mechanical electrical service room stage storage and access pool equipment beauty parlor storage janitor Subtotal total building linen storage laundry equipment housekeeping storage maintenance storage maintenance shop general storage communications equipment Subtotal total electrical room mechanical equipment Subtotal total -2076 entry porch area -- 1 05 garage - 355 total -3446 (41) (38) (59) (109) (25) (108) (84) (210) (126) (617) (58) 0 80,679 10,827 (2,021) (70) (56) (50) (60) (110) (554) (63) (63) (41) 7,739 7,523 (120) (315) (96) (120) (1,064) (2,652) (645) 2,511 2,693 (463) (2,230) 0 6,228 (315) (1,065) 24,122 (11,045) 80,679 10,827 (3,088) 7,739 7,523 (5,012) 2,511 2,693 (2,693) 0 6,228 (1,380) 24,122 La Costa Glen Building Areas Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing Skilled Nursing First First First First First First First Second Second Second Second Second Second Second Second First First First First First First First First First First First First First First First First First First First First First First First First First First First First First general storage 1 67 resident laundry 178 housekeeping storage 177 electrical 179 general storage 180 elevator equipment 181 resident balconies ( nine ) activity storage 208C resident storage 211 resident storage 222 resident laundry 251 general storage 249 electrical 250 housekeeping 252 resident balconies ( nine ) Subtotal total general storage 101 beauty parlor storage 1 1 3A dining room storage closets janitor closet 114 kitchen storage 1 1 6 clean linen storage 120 soiled linen storage 121 central supply storage 122 mam mechanical room 124 mam electrical room 123 access room 141 janitor 141A general storage 144 general storage 145 clean linen storage 148 soiled linen storage 149 activity storage 1 62A nursing work/storage room 205 general storage 209A electrical 214 clean linen storage 219 soiled linen storage 198 medication storage 200 oxygen storage 191 clean/soiled linen utility 193 clean linen storage 166 soiled linen storage 170 physical therapy storage 181 medical records storage 183 Subtotal (44) (131) (68) (88) (113) (40) (324) (81) (155) (246) (135) (160) (88) (68) (324) 52,421 33,525 (78) (51) (68) (88) (266) (36) (36) (470) (170) (490) (34) (34) (34) (34) (34) (34) (28) (194) (29) (50) (53) (52) (83) (32) (179) (33) (33) (34) (380) 30,388 (3,351) 52,421 33,525 (3,137) 30,388 La Costa Glen Building Areas Villas Villas Villas Villas Villas Villas Villas Villas Villas Villas Villas Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Ancillary Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Assisted Living Composite B Composite B Composite C Composite C Composite C Composite D Composite D Composite D Composite E Composite E Composite E Gate house Gate house Garages Garages Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports Carports First First First First First First First First First First First First First First First 7 7 9 9 9 8 8 8 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 entry porch area -116 garage - 632 total --41 45 entry porch area - 203 garage - 710 total - 3785 entry porch area - 1 56 garage - 664 total - 5508 entry porch area - 221 garage - 973 Subtotal total canopy drive thru total delete the garages Number One Number Two Number Three Number Four Number Five Number Six Number Seven Number Eight Number Nine Number Ten Number Eleven Number 12 Number thirteen delete all Subtotal total general storage 106 work room 1 02 staff storage 119 electrical 113 resident storage 125 mechanical 108 mechanical 109 general storage 135 resident laundry 145 general storage 148 general storage 151 pantry 1 54 electrical 164 general storage 163B general storage 163C (812) (4,424) 37,305 (1,827) (6,390) 30,280 (1,248) (5,312) 5,508 (221) (973) 80,856 513 (304) 6,081 (6,081) 3,100 3,690 1,330 2,510 477 2,640 1,430 3,245 1,335 760 2,527 3,180 1,923 (28,147) 209 55,772 (22) (119) (350) (59) (155) (23) (23) (44) (144) (15) (28) (90) (131) (63) (20) (5,236) 37,305 (8,217) 30,280 (6,560) 5,508 (1,194) 80,856 513 (304) 6,081 (6,081) 3,100 3,690 1,330 2,510 477 2,640 1,430 3,245 1,335 760 2,527 3,180 1,923 (28,147) 209 55,772 La Costa Glen Building Areas Grand Total 397,729 397,729 tnO O o "o CD O O to O ro ^ co W C T3 O 13 CO .3IJ} i CD i_ co S £ CD Q•5 <-. oc c c 3 ^) — E cp « o ,vr o;« ^ o^ § s_i 2 co 0)0 < C CD m C CJ Q O i_ ^ O CD >• CD CO co | CO oo CM co" CM1 CO HzUJo COST3,950/EDU«» CO b Q LU 4-1 C 3 CO b D UJ 4) gh- co wc D t d CO ADDRESSUJ S z ooo CM CD 0 To Q. CO (Connection Feeooo•oCO Q. o 0 oooco_ o -* •n Fo O CO CMin 1941 Sllverleaf Circle[Maintenance!S paid m December 2000(Connection Fees CDin 1950 Sllverleaf Circle(Commonso0s-0CO 0 O 0o 0) CD"oo oo o CM T- Q ^^ CM CM Living units w/kitcheno0sT3CO CD OO CM CD O) in"co CO co CO T~ o CO fl) CO 1 CM RestaurantooC!CM-o(0 O 0 0int-- incoco oo in CO U*M O Q ^^ in 00 oo T— O 1950 Sllverleaf Circle1 => oo§T3CO 0 0 0o CO oo" CO CM (A O O 00 CO T- o ^^ CO CD h- O)1980 Sllverleaf CircleCO _j 1960 Sllverleaf Circle[RecreationooSTJCO S §S" o> CD in CO 3 0 LL ^C Fo O CM OO O Commercial/lndooNT3CO 0 O o CM o" O CD CM CO CM ._ (U U) u *L Restaurantoos•oCO o 0 0oco co" CM oos ^-u> CDinoo ooo VariousCO 5 ooSi•o L? o O) CO co" o v> ocp o TJ co Q. ~s o CO COo. **ion of EDU's (see below)CO CD 01 1 "§C O oosCM_ LJJ LU LL Zo I—RDS CURRENT CONNEC'|*CREDITTOWA(A 0) 0> LU Co •tt (Current Connecoin oo CO o" co CO in CO CO 3 OLL CM inm 1950 Calle Barcelona(Assisted Livingom S o"co ino COco CO 3 O LL in 8 COco CD COm "co0 05 T—[Skilled Nursingoo COoo CM_ T— fM rent Connection Fees[Subtotal of Gunoo coenen 10" CO CM«/» CO E nD. w *•• o*•• T30 "5.a. £O CO 1 P 4-1 LL >s Anticipated in the Near(Connection FeeQ 00 CO O) fO CM"1941 Sllverleaf Circle— J (X (=:;=>i co CO o COin CO oo CM 1 945 Levante Streetfil S. 3 § LL | ->OCOCDCO Q tn "S co CD CO 2 o "o ^ CO CO TO ^CD X 58 ~ ~CD c -a w D £ W O1 / \ §•> co — O> "ft CM M.*^- *- inCD co ea £ •£ u co c S IJ CD CO t Q CO -Q M LU e- CO <n CDc co co Q. o CD c m o -^ w co (A ^^ > ^*^ o "3 i_ ^ c .c ^ co 8 1 = - LJ IIco CD LU _. <D m CM ^ ^- co - -c a>3 Xj T3 O CTl »V *«Celling such as apartments,mercial or Industrial propertermmedg units in the Commons Buinally assessed at 1 EDU e;en original assessment andQ E « E g1 |u O T3 = >; £ WO CD o ° ® t " o | S g II f: Q oj O CD 9 0 CO 0 "CO ^ 2 0 1- ^ O Q n:_^H< fc ^5 ^2 LUs 0Qo: ^ ££ o^D O t- ££ LU 2ls|5i§LU QL UJ [- t,o oriij a. x <- _,. fn2 <r i— '-, • "~i— tij ijiI i ! I H<.CL JJ O O CL CD*4S^ >- LU LU s CO o LU,_ u; i— mQO H -L 03 a jspl |S| 5, _ < S Q 5^5118^1 = CO < LU O 1 o _j Q O . ^ 03-14-5002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR02065 Building Inspection Request Line (760) 602-2725 Job Address 1945 LEVANTE ST CBAD Permit Type PCR Parcel No Lot # 0 Valuation $0 00 Construction Type NEW Reference* CB01451 Project Title LA COSTA GLEN - ANCILLARY BLDG BULLETIN 8-8 & STRUCTURAL CHANGES Status ISSUED Applied 02/28/2002 JM 03/14/2002 03/14/2002 Entered By Plan Approved Issued Inspect Area Applicant LA COSTA GLEN 7707 EL CAMINO REAL CARSLBAD CA 92009 760-479-2196 Owner 2862 03/14/02 0002 01 02 CGP 60,00 Total Fees $60 00 Total Payments To Date $000 Balance Due $6000 Plan Check Revision Fee Additional Fees $6000 $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as lees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 Address (include Bldg/Suite #) FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Depo Validated Date Business Name (at this address) Legal Description Assessor's Parcel tt Description of Work Lot No Subdivision Name/Number Existing Use _ SQ FT #of Stories Unit No Phase No Proposed Use tt of Bedrooms Total tt of units tt of Bathrooms Gary KutZ 7707 K1 Harm' no ^s&$&rK$ftiF».'.^ -K-^i-!^^.s .i Mil.-.hi Carlsbad CA 92009 (760) 479-2196 Name Address KF**sr City Same State/Zip Telephone tt Fax tt IT v<J760 )' 479-0574 Name Address City State/Zip Telephone t> .••>"•* Continuing Life Ccmnunities LLC. 7707 El Camino Real. Carlsbad CA 92009 (760} 632-4800 Name Address City State/Zip Telephone # (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($5001) Name State License # Address License Class City State/Zip City Business License # Telephone tt Designer Name State License # Address City State/Zip Telephone - '' Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued |~| | have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage It unlawful, and shall subject an •mployer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), In addition to tha cost of compensation, damage* as provided for In Section 3706 of tha Labor coda. Interest and attorney's fees SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason Q I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold 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) Q 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) Q I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? [U YES Q Is the facility to be constructed within 1 ,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT •:', ^> I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME _ LENDER'S ADDRESS _ NO I certify that I have read the application and stats that the above information is correct and that the information on tha plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE, INDEMNIFY AMD 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 Issued by the building OfficiaLund^r 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/ron/the date of-such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of tBOjteqs (Sewornoe 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE VHITE File YELLOW Applicant PINK Finance EsGil Corporation In Partnership with, government for ISuiCding Safety DATE.3/11/02 JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-1451 (PCR02-65) SET I PROJECT ADDRESS La Costa Glen PROJECT NAME MinorStructural Revisions to Ancillary Buildings I The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck | | The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation n GA O MB D EJ D PC 3/4/02 tmsmtldot VALUATION AND PLAN CHECK FEE 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858)560-1468 4 Fax (858) 560-1576 JURISDICTION Carlsbad PREPARED BY Chuck Mendenhall BUILDING ADDRESS La Costa Glen BUILDING OCCUPANCY No Change PLAN CHECK NO OO-1451 (PCR02-65) DATE 3/11/02 TYPE OF CONSTRUCTION No Change BUILDING PORTION Struc Rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) NA cb Bldd Pprmit FPP hv Orrlinanrp ^ Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance Type of Review CD Repetitive Fee Repeats D Complete Review D Other .—, Hourly $6000 fj Structural Only 0.5 Hour* Esgil Plan Review Fee $48.00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc M KTGY GROUP, INC. Architecture Planning 17992 Mitchell South Irvine, California 92614 949/851-2133 FAX 949/851-5156 Fort Lauderdale, FL BULLETIN "8-8" Date February 22, 2002 Project La Costa Glen Carports & Ancillary Buildings Carlsbad, California The following are revisions to the Construction Drawings This is not a change order nor direction to proceed with the work described herein The contractor shall notify the owner of changes to pricing and schedule and shall not incorporate these items until given authorization When authorization is conferred, the contractor shall coordinate the items with all affected trades I. DRAWINGS A. Structural (Delta "8" dated 02-22-02) 1. Sheet SI 1.1 &SD-3: a Refer to attached memorandum by Vandorpe Chou Associates dated February 26, 2002 Page 1 of 1 VCA FAX TRANSMISSION VANDORPE CHOU ASSOCIATES 295 N. Rampart Street Suite A Orange, CA 92868 (714)978-9780 Fax. (714) 978-9926 Axel Stoltz/Joe Date: (949)851-5156 Pages: Sean M Fallesen, P E ILU Delta 50/Garage Delta 8 Changes to sheets February 26, 2002 1, including this cover sheet COMMENTS Sheet S-l 1 1 Maximum column height changed from 9'-0" to 10'-6" in Detail B Revision is clouded and labeled Delta 8 Sheet SD-3 Detail 23/SD-3 changed to reflect actual conditions encountered on-site during construction of garage cantilevered column footings Revision is clouded and labeled Delta 8 ^^^Sheet SD-5 Entirely new sheet, added to show responses to hold down at steel beam and shear wall revision RFIs on a full-size page per the City of Carlsbad Sheet number is clouded and labeled Delta 50. F \JobFilea\K T G YMCTOY1558 Ln Coata GlenMLUVUell IDeltaSO wpd 18 oossv t>9 O ^^^^^\f ^^tri<£^^cV^ § ^A X i r- D ro r T « 9°Q CD |- ^ O m , O Wi (f> -\ i O; r~mz O CD CD" Omen '01-24-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR02003 Building Inspection Request Line (760) 602-2725 Job Address 1945 LEVANTE ST CBAD Permit Type PCR Parcel No Lot # Valuation $0 00 Construction Type Reference* CB001451 Project Title LA COSTA GLEN - GATEHOUSE REV SITE ELEC & BULLETIN 3-14 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area ISSUED 01/08/2002 JM 01/24/2002 01/24/2002 Applicant LA COSTA GLEN 7707 EL CAMINO REAL CARLSBAD CA 92009 760-479-2196 Owner 9638 01/24/02 0002 01 CGP 120.00 Total Fees $12000 Total Payments To Date $000 Balance Due $12000 Plan Check Revision Fee Additional Fees $12000 $000 FINAL APPROVAL Inspector Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1, ,';PRCWECT INFORMATION La Costa Glen FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated Bvi Date Address (include Bldg/Suite #)Business Name (at this address) Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor's Parcel #Existing Use Proposed Use of Work #of Storn ,2.: CONTACT PERSON (if different from applicant) , Gary KutZ 7707 TH Pam-ino R^al # of Bedrooms # of Bathrooms Carlsbad CA'92009 (760) 479^2196 Name !3?:"-!;APpLiCANT Same Address El Contractor^ f'O Agentfpr Contractor 'Q •Qwnefij?(3; Agent -fo City State/Zip Telephone # Fax # - (760) '479-0574 Address City State/Zip Telephone # Continuing Life Carmonities LLC. 7707 El Camino Real. Carlsbad CA* 92009 (760'] 632-4800 Name '4 £K PROPERTY OWNER Name : 5,:; ^ CONTRACTOR^ COMPANY NAME (Sec 7031 5 Business and Professions Code Address Telephone ttCity State/Zip /':: • "•.; "-" , ,:?'i£-diSt2M^ r'"'Tv,';""-Yj;. : i. ••„'„ \ Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$50011 Name State License tt Address License Class City State/Zip City Business License tt Telephone tt Designer Name Address City State/Zip Telephone State License tt 6;wi/VQRXERS* COMPENSATION L :; •,' : '" , .• '?X.'.3J?'"': ^ , W ' ^$3&\7j. :ii:.- •,.••..,' •i'::.:L,i '", -/:!"•; Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [~1 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued |~1 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) Q CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code. Interest and attorney's fees SIGNATURE DATE 17'^;:;OWNER.BUILDER DECLARATION; - '• , •'•• . iSK'^'Kr-' ;•''"'. ,:. "",.' •' • . A '. '' '.';;'".'' ':'"" -p""K '• '•', ^. ,",'.. V< " ,. •'• :. •• I hereby affirm that I am exempt from the Contractor's License Law for the following reason n I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold 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) (3 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 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) ^ PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION/OR'/ifdMflS/flflVTW.BOiLplNGJ^ C •'•],". :•?•„ 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES Q NO Is the facility to be constructed vuthin 1,000 fee* of the outer bcjndar/ of a school sito? f~l YES f~! 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 aiCfiONSTHUCTION LENDING "' •«•.-,,, ••„;,.;: (:: I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS |9i igAPPLICANT CERTIFICATION;;; J '.•_"•..,:"•••..' 'i . ,V '.I'^^Jvl'.":.".^ • ' -- •:::>'••: •V'i."-I .-'..-liv.:. .'. •>•>.-:.•:•'•• ~ ,' ''•'*.: '. • •", ,. ••., •• I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN 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" deepanAdemolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official underlie prafvisionsflftbis 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 JTOQ^h>dateo>«Sk^errnit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 d3ss(Sectiorf'lQfl^r4 Unjtefm Building Code) /-7-0Z. Applicant PINK Finance APPLICANT'S SIGNATURE DATE EsGil Corporation In ^Partnership with government for Quitting Safety DATE 1/17/02 a^AEELJCANT JUF JURISDICTION Ca rlsbad a~"PTATTREVIEWER a FILE PLAN CHECK NO 00-1457(PCR02-03) SET REV 3 PROJECT ADDRESS La Costa Glen PROJECT NAME Site Lighting Revision | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation n GA n MB n EJ n PC 1/9/02 tmsmtldot VALUATION AND PLAN CHECK FEE JURISDICTION Ca rlsbad PREPARED BY Chuck Mendenhall BUILDING ADDRESS La Costa Glen PLAN CHECK NO OO-1457(PCR02-03) DATE 1/17/02 BUILDING OCCUPANCY NA TYPE OF CONSTRUCTION NA BUILDING PORTION Site Ltg Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) NA cb Blda Permit- FPP hv Ordinanrp ^r Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $12000 Type of Review 0 Repetitive Fee Repeats D Complete Review D Other r—.Hourly Structural Only Hour Esgil Plan Review Fee $96.00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc O- "<^s.C3£W ^?3 rx^\ai^r^^V r S&•^A rr ~U 'X !~ -oa O m > ott^<0§<s> O MmoO 0*"o e° rH ¥&QT-m m 04-01-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR02023 Building Inspection Request Line (760) 602-2725 Job Address 1945 LEVANTE ST CBAD Permit Type PCR Parcel No Lot # Valuation SO 00 Construction Type Reference* CB001451 Project Title LA COSTA GLEN - GATEHOUSE REV-CEILING & FLOOR 0 NEW Status Applied Entered By Plan Approved Issued Inspect Area Applicant KUTZ GARY 7707 EL CAMINO REAL CARLSBAD CA 92009 760-479-2196 Owner ISSUED 01/17/2002 JM 04/01/2002 04/01/2002 4177 04/01/02 0002 01 0" CGF-" '" 120.00 Total Fees $12000 Total Payments To Date $000 Balance Due $12000 Plan Check Revision Fee Additional Fees $12000 $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions" You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 ;> .PROJECT INFORMATION La Costa Glen FOR OFFICE USE PLAN CHECK NQ EST VAL Plan Ck Deposit Validated By Date C&- Address (include Bldg/SdJita #)_,/74-S Legal Description Assessor's Parcel tt Description of Work . /) i ( f-~i Business Name (at this address) Lot No Subdivision Name/Number Unit No Phase No Existing Use Proposed Use SQ FT #of Stories tt of Bedrooms Total tt of units tt of Bathrooms 7ERSO;2£ CONTACT PERSON (if different, from applicant! f '"'K,..;" ' * ? Gary Kutz 7707 EH Ham-inn Carlsbad CA'92009 (760) 479-2196 Name Address (3 ;* AWLICANT "EH Contractor :^Q Agent forjContractori'l Same City ^ State/Zip Telephone tt Fax tt -•# (760) 479-0574 Name Address City State/Zip Telephone # Continuing Life Communities LLC. 7707 El Camino Real. Carlsbad CA 92009 (760} 632-4800 Name Address City State/Zip Telephone tt 5,/ ; CONTRACTOR -iCOMPANY;NAMJEsfe::J::;Sri6£.;%••• 3 HtwKPx U^M;^*^^^ k,' •_ V- \ - (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License tt Address License Class City State/Zip City Business License tt Telephone tt Designer Name State License tt Address City State/Zip Telephone J6. l^ORKERS^ COMPENSATION;;, ;: ": i:' ":" f^;':?:J"l •",,:-<, . :I; T'. v-zis?'-'^": '• ' "JV^k, ::•,., -. •• ". - Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations Q I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued f~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees SIGNATURE DATE l?;.;^ OWNER-BUILDER DECLARATION " ^:*E;::j:i : •'•j"V.:»'^J£S^;i";''.>i:l>-..b-"". V'.">'<"• l\ '• ".V>W1 .••T ^^^^^''^^--ViS'^ff '• • -:"i-- I hereby affirm that I am exempt from the Contractor's License Law for the following reason n I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold 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) l~1 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~1 YES l~lNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) DATEPROPERTY OWNER SIGNATURE COMPLETE THIS:SECTION FOR NON-RESIDENTIAL BUILDING PE^liSfONCVfri"jCSr".''r'i i'.7.'"T " .'.'-i.4"' '''•,. "J.\ ".'; • -, : 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8.L; CONSTRUCTION LENDING AGENCY:';"V;;: ^v;}- v., v,r Ji^ilMMfMilsi'?^1 ^'^.v,^- "-v-^'V;:"* I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS iaii/BAPPUCANT CERTIFICATION,/,; '-" ' • ;. :.'.-.3:v. ' ~ ".\ IK^XSr^iSS'T u»v ./£",-&:lJ'-£;t2u ; . >.,',le:',i-/.: " V, . ..V ,V : ',' ; :. ... ': 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 CitV 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 a«*demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official undep4be paivisions oUhis 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 lySmmajfateohsucln permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180d?ra^Sectio>f^Dg'3 4 Uniform Building Code) APPLICANT'S SIGNATURE -^^ft*? ^^-^ DATE WHITC File YELLOW Applicant PINK Finance EsGil Corporation a APPLICANT a PLAN REVIEWER a FILE SET REV 2, II In ^Partnership with government for 'Zu.iCd.mg Safety DATE 3/28/O2 JURISDICTION Carlsbad PLAN CHECK NO OO-1451(PCR02-23) PROJECT ADDRESS 1945 Levante St. PROJECT NAME La Costa Glen Carports Revision The plan revisions transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person | | The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Esgil Corporation GA D MB D EJ D PC Enclosures 3/21/02 tmsmtldot EsGil Corporation In Partnership With government for 'BuiUing Safety DATE 1/30/O2 Q APPIJCANT JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-1451(PCRO2-23) SET REV 1 PROJECT ADDRESS 1945 Lavante St PROJECT NAME La Costa Glen Carports Revision 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 remarks below are transmitted herewith for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck Submit 3 sets of revised plan sheets along with responses to the remarks below to the city Building Dept. or submit directly to EsGil for recheck Submitting directly to EsGil may delay processing if other city agencies must review the plans. 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 Gary Kutz 7707 El Cammo Real, Carlsbad, CA 92009 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 Gary Kutz Telephone* (760)479-2196 Date contacted I- ^-o* (by fc*.) Fax # (760)479-0574 * Mail Telephone-" Fax^ In Person REMARKS A Gypsum sheathing is not approved for exposure to weather See detail 1 & 4/8A- D1 of the revised plans The ceiling is considered weather exposed unless enclosed by beams or soffits that extend 12" below the ceiling line UBC 224 By Chuck Mendenhall Enclosures Esgil Corporation D GA Q MB D EJ D PC 1/22/02 trnsmtldot VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO OO-1451(PCR02-23) PREPARED BY Chuck Mendenhall DATE 1/3O/02 BUILDING ADDRESS 1945 Lavante St BUILDING OCCUPANCY M TYPE OF CONSTRUCTION VN BUILDING PORTION MiSC Rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) NA cb RIHn Pprmit FPP hu fVHinanra I ^r Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $120.00 Type of Review CH Repetitive Fee Repeats D Complete Review D Other r-, Hourly fj Structural Only Hour Esgil Plan Review Fee $96.00 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc KTGY GROUP, INC. Architecture Planning 17993 Mitchell South Irvine. California 92614 949/851-2133 FAX 949/851-5156 Fort Lauderdale. FL BULLETIN "8-7" Date January 11,2002 Project La Costa Glen Ancillary Buildings Carlsbad, California The following, indicated by a Delta "7", are revisions to the Construction Drawings This is not a change order nor direction to proceed with the work described herein The , contractor shall notify the owner of changes to pricing and schedule and shall not incorporate [, these items until given authorization When authorization is conferred, the contractor shall coordinate the items with all affected trades I. DRAWINGS A. Architectural / Carports 1. Sheet8A-Dl: a Plaster on ceiling of carports replaced w/ gypsum sheathing on various details as shown Gatehouse 2. Sheet GH-1: a Revised flooring from ceramic tile to sheet vinyl KTGY GROUP, INC. Architecture Planning 1 7992 Mitchell South Irvine, Calrfomfa 92614 949/851-2133 FAX 949/851-5156 Fort Lauderdale, FL BULLETIN "8-7R" Date March 11,2002 Project La Costa Glen Carports & Ancillary Buildings Carlsbad, California The following are revisions to the Construction Drawings This is not a change order nor direction to proceed with the work described herein The contractor shall notify the owner of changes to pricing and schedule and shall not incorporate these items until given authorization When authorization is conferred, the contractor shall coordinate the items with all affected trades *** This revised Bulletin "8-7R" replaces Bulletin "8-7" dated January 11, 2001. I. DRAWINGS A. Architectural (Delta "7R" dated 03-11-02) Carports 1. Sheet 8A-D1: a Plaster on ceiling of carports replaced w/ gypsum sheathing on various details as shown (Details 4 and 12 - No change from Delta "7" ) Gatehouse 2 Sheet GH-1: a Revised flooring from ceramic tile to sheet vinyl (No change from Delta "7") Reason: Value Engmeenng Per Owner/Contractor Requested By: Owner _ Page 1 of 1 T ^b ^ ^IPo a o m >1 Op><=! O £Q M ' |—r: O m§1§5mg 05-02-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR02109 Building Inspection Request Line (760) 602-2725 Job Address 1945 LEVANTE ST CBAD Permit Type PCR Parcel No Lot # 0 Valuation $0 00 Construction Type NEW Reference* CB001451 Project Title LA COSTA GLEN - GARAGE &CPORTS Status ISSUED Applied 04/18/2002 JM 05/02/2002 05/02/2002 Entered By Plan Approved Issued Inspect Area Applicant LA COSTA GELN 7707 EL CAMINO REAL CARLSBAD CA 92009 760-4792196 Owner 6366 05/02/02 0002 01 02 CGP 60.00 Total Fees $6000 Total Payments To Date SO 00 Balance Due $6000 Plan Check Revision Fee Additional Fees $6000 $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as "fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT INFORMATION La Costa Glen FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By Date Address (inclu Idg/Suite i Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use Description ofM/otk SQ F #of Stories # of Bedrooms 2 CONTACT PERSON (if different from applicant) Gary Kutz 7707 El flarmnn P^al # of Bathrooms Carlsbad CA 92009 (760) 479-2196 Name :3 APPLICANT Same Address Contractor [_] Agent for Contractor City | Owner El Agent for Owner State/Zip Fax # Telephone # Fax tt (760) 479-0574 Address City State/Zip Telephone #Name 4 PROPERTY OWNER Continuing Life Communities LLC. 7707 El Camino Real. Carlsbad CA 92009 (7601 632-4SOQ Address City State/Zip TelephoneName 5 CONTRACTOR COMPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code! or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License tt Address License Class City State/Zip City Business License tt Telephone tt Designer Name State License tt Address City State/Zip Telephone 6 WORKERS COMPENSATION Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations n I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) PI CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 OWNER BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor s License Law for the following reason |~l I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is 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) (2J 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 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement [_] YES ONO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR /KWflfS/DBVTMi BUILDING PERMITS ONLY -I, . - ;v 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? f~l YES FJ3 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? F~1 YES l~l NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCTION LENDING AGENCY . ; I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME _ LENDER S ADDRESS _ _____ _ 9 APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN 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" deac and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Official unda/thfe 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 daysf/r/nyne date flraicbf permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of_lj$ys^(Sectio>fnp6X4 Uniform Building Code) APPLICANT S SIGNATURE DATE WHIT YELLOW Applicant PINK Finance EsGil Corporation In Partnership with government for "ZuiU.ingSafe.ty DATE 4/29/O2 q JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-1451 (PCR02- 109) SET I PROJECT ADDRESS La Costa Glen PROJECT NAME Revision to Garage & Carport Roof Sheathing Notes | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ Q PC 4/22/02 tmsmUdot VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO OO-1451 (PCRO2-1O9) PREPARED BY Chuck Mendenhall DATE 4/29/O2 BUILDING ADDRESS La Costa Glen BUILDING OCCUPANCY No Change TYPE OF CONSTRUCTION No Change BUILDING PORTION Struc Rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) NA cb Rlrtn Pprmif FPP hv Orrlinanrp : 'V Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance Type of Review $6000 Complete Review DRer. ^r etitive Fee Repeats D yp Other Hourly 05 fj Structural Only Hour Esgil Plan Review Fee $4800 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc KTGY GROUP, INC Architecture Planning 17992 Mitchell South Irvine California 92614 949/851-2133 FAX 949/851-5156 Fort Lauderdale FL BULLETIN "8-16" Date April 08, 2002 Project La Costa Glen Carports & Ancillary Buildings Carlsbad, California The following are revisions to the Construction Drawings This is not a change order nor direction to proceed with the work descnbed herein The contractor shall notify the owner of changes to pricing and schedule and shall not incorporate these items until given authorization When authorization is conferred, the contractor shall coordinate the items with all affected trades I. DRAWINGS A Structural (Delta "16" dated 04-08-02) 1 Sheet SD-0 a Revised Roof Sheathing notes to state that Garages and Carports shall have 3/4" T&G plywood sheathing II DIRECTIVE A Architectural Drawings 2 For all Garages and Carports, 3/4" T&G plywood roof sheathing shall be provided in lieu of previously specified plywood Requested By Owner Page 1 of 1 ^>^^V-i ^€r^^r^^© 4^>^a V 'ro ^,"^ oO(ftmr~z i — a> oO **o °01O m> S73 5> HO mm v>& -io o-Q g§§(7) r<\ ^ c\vn vJ^ ^ A 10-30-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No Building Inspection Request Line (760) 602-2725 PCR02267 Job Address Permit Type Parcel No Valuation Reference # Project Title 1945LEVANTESTCBAD PCR Lot# $0 00 Construction Type 0 NEW Status ISSUED Applied 10/09/2002 CB 10/24/2002 LA COSTA GLENN/ BULLETIN 8-10 REVISED CALCULATION FOR CARPORT #8 Entered By Plan Approved Issued Inspect Area Applicant GARY KUTZ 7707 EL CAMINO REAL CARLSBAD CA 92009 760-7106252 Owner 10/30/2002 0132 10/30/02 0002 01 02 CGP 60.00 Total Fees $6000 Total Payments To Date $000 Balance Due $6000 Plan Check Revision Fee Additional Fees $6000 $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the "Imposition of fees dedications reservations or other exactions hereafter collectively referred to as "fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 RbJECTJWFORMArlONTJWFORMArlON ...,./»"•Cosm G FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Deposit Validated Date 10 Addres:Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Bull eb * Assessor s Parcel # Description of Work 2 CONTACT I SQ FT #of Stories .<-. / / /.•«.r/trhkod Name " / ' ^"VI ^ Address Citv 3 APPLICANT B Contractor Q Agent for Contractor Q Owner ,Q Agent for Owner Address City State/Zip Telephone # Name 1" CONTRACTOR (COlviPANY NAME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone 6 WORKERS COMPENSATION ~—;ps ; Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations [~l I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued |~| I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE 7 "hV OWNERJBUILDER DECLARATION ];"; I hereby affirm that I am exempt from the Contractor s License Law for the following reason f~l I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is 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) |~| 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 I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement d YES [UNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUJLDJNGiPERMITS ONLY :; *iiih nl* _N sMiiy:i:J-- ;l. 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? l~l YES l~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' L7J YES L7J NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' l~l YES l~l 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 a" CONSTRUCTION LENDING AGENCY " I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code) LENDER S NAME LENDER S ADDRESS 9 :; APPLICANT CERTIFICATION Ni ^,,M '"™ '/' •''- :'""77B>' "": •?=--• 1. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN 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 issued 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 by such permit is suspended or abandoned at any time after the work is commend^r^.a period of 18yday8|fSlcti9n 106 4 4 Uniform Building Code) DATE ID ' YELLOW Applicant PINK Finance APPLICANT S SIGNATURE EsGil Corporation In Partnership with Government for Building Safety DATE 1O/21/02 G AEEJdCANT* JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-1451 (PCR02-267) SET I PROJECT ADDRESS La Costa Glen PROJECT NAME La Costa Glen Carport #8 Revision | | The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS The revision clouded on sheet 8A-2 1A of the plans from EsGil must be made to the city set of plans to make a 2nd set of approved revised plans By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB D EJ D PC 10/14/02 tmsmtldot VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO OO-1451 (PCR02-267) PREPARED BY Chuck Mendenhall DATE 10/21/O2 BUILDING ADDRESS La Costa Glen BUILDING OCCUPANCY No Change TYPE OF CONSTRUCTION No Change BUILDING PORTION Struc Rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) NA cb Rlrln Pprmrt FPP hv Orriinanrp ^ Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $6000 Type of Review I I Repetitive Fee Repeats D Complete Review D Other [71—Hourly D Structural Only 05 Hour* Esgil Plan Review Fee $4800 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBERjEBP6-(l0x£2 ^7 DATE ADDRESS /f ( RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR (< $10,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER ( A rfD-K^qr \ PLANNER DATE ENGINEER DATE H /Development services/wiasters/Appiications-Counter/Plannmg Engineering Approvals vlQ PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST \ Plan Check No Planner Christer Westman APN Address Phone (760) 602-4614 Type of Project & Use Zoning _ CFD (m/out)'#_ Circle One General Plan Net Project Density Facilities Management Zone DU/AC Jate of participation Remaining net dev acres (For non-residential development Type of land used created by this permit ) Legend X Item Complete Environmental Review Required DATE OF COMPLETION YES Item Incomplete - Weeds your action NO TYPE Compliance with conditions of approval7 If not, state conditions which require action Conditions of Approval Discretionary Action Required APPROVAL/RESO NO PROJECT NO YES NO TYPE DATE OTHER RELATED CASES Compliance with conditions or approval7 If not, state conditions which require action Conditions of Approval Coastal Zone Assessment/Compliance Project site located in Coastal Zone7 YES CA Coastal Commission Authority7 YES NO_ NO If California Coastal Commission Authority Contact them at - 3111 Cammo 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 completed7 If NO, complete Coastal Permit Determination Form now Coastal Permit Determination Log # 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 Inclusionary Housing Fee required YES (Effective date of Inclusionary Housing Ordinance May 21 1993! NO Data Entry Completed? YES NO (A/P/Ds Activity Maintenance enter CB# toolbar Screens Housing Fees Construct Housing Y/N Enter Fee UPDATED 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 Front Interior Side Street Side Rear Required Required Required Required Shown Shown Shown Shown 2 Accessory structure setbacks Front Required Interior Side Required Street Side Required Rear Required Structure separation Required Shown Shown-_ Shown _ Shown _ Shown 3 Lot Coverage Required Shown 4 Height Required Shown 5 Parking Spaces Required Guest Spaces Required Additional Comments Shown Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE \6 H \ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department 02267 1635 Faraday Ave Carlsbad, CA 92008 Plan Review Requirements Category Date of Report 1Q/29/2QQ2 Fire Prevention (760) 602-4660 Building Plan Reviewed by Name Address KTGY Group, Inc 17992 Mitchell South City, State Irvine CA92614 Plan Checker Job Name La Costa Glen Car Job # 02267 Job Address 1945 Levante Street 1-71 Approved Bldg# PCR02267 Ste orBldg No 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 and standards Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements LJ Approved Subject to The item you have submitted for review has been approved subject to the attached conditions The approval is based on plans, information and/or specifications provided in your submittal Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards l_l Incomplete The item you have submitted for review is incomplete At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards Please review carefully all comments attached Please resubmit the necessary plans and / or specifications to this office for review and approval Review FD Job # 1st 2rH 3rd 02267 FD File # Other Agency ID \ IU)d ^=?-1 >»<'X/**Ss>w~^s*^Q>^*~*'^OkIM •v O v ^4-*5ftP ,c^>$s-- •C*.•»- \C^>^^~JX <tr\ s§SS %^ N5 r~ "D Zl r- -Da o m > o GARY KUTZ2p-O nn g c ^ S 555 iFlTI rn m O d w XI Z H oSS ? °o CD 09-14-2001 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR01196 Building Inspection Request Line (760) 602-2725 Job Address 1945 LEVANTE ST CBAD Permit Type PCR Parcel No Lot # 0 Valuation $0 00 Construction Type NEW Reference # CB99883 Project Title LA COSTA GLEN - GATEHOUSE DEFERRED ROOF TRUSS FOR GATE HOUSE Status ISSUED Applied 08/29/2001 Entered By JM Plan Approved 09/14/2001 Issued 09/14/2001 Inspect Area Applicant KUTZ GARY 7707 EL CAMINO REAL CARLSBAD CA 92008 760-479-2196 Owner 9933 09/14/01 0002 01 02 CGP 60-00 Total Fees $6000 Total Payments To Date $000 Balance Due $6000 Plan Check Revision Fee Additional Fees $6000 $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition" of fees dedications reservations, or other exactions hereafter collectively referred to as lees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review, set aside void, or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and 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 fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION j CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 l PRQJECTJNFORMA FOR OFFICE USE ONLY PLAN CHECK EST VAL Plan Ck Depgsit Validated By I/ Date &L&0 Address (ipclude Bldg/Suite Business Name tat this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel Existing Use Proposed Use Descaption of Work SQ FT •2 -."CONTACT PERSON (if different from appiiQantjT Gary Kutz 7707 El Camino Real tfot Stones Carlsbad tt of Bedrooms tt of Bathrooms CA 92009 (760) 479-2196 Name Address [3v''^ APgLICANTV "*f Q ..CbmracW ,. : ' EJi*g^1or?<5>ritraictp:r':':i "' Q ithynekf" ""Same City Agent for : Owner ;•-".••- ?'• < ';• State/Zip Telephone tt Fax* Name '4..' •: PROPERTY OWNER Address City State/Zip Telephone tt . . ... . _______ „ ....... , Continuing Life Ctonrounities ' JLXC r'"7707'El Camino Real. Car IsbadCA 92009 "( 760 632-4800 Name City State/Zip Telephone #Address .;^™ >::;v'- * >~' ^^lut^ -,'•_. r^s^r., ....... «., ... --ii ...... . (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License tt Address License Class City State/Zip City Business License tt Telephone # Designer Name State License tt Address City State/Zip Telephone •6 Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations l~l I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued n I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) l~l CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney s fees SIGNATURE DATE ^feiOWNER BUILDER DECLARATION4::: "' •< V • .... i »JffiK^'LiV, -W' •'• .r~ •••",' " '" ,*' ? -:;4 :•"'•::: •- .." '•::'• • I hereby affirm that I am exempt from the Contractor s License Law for the following reason 0 I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold 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) 13 I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I am exempt under Section _^_^^__^^^_ Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement Q YES QNO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE SJSECTION^r^^ .:'„... ,.,_.,•• ., •' ,,^..,i '„,....'".. " : , ," '' :i, ;" 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? O YES i~l NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? D YES d 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 i8,: ; CpSTRUCTION'LENDINGjAGEJ'ilCY ' =,! ; 5;,. rC-"'ti ... 'Ir^v.-O.i'.-'lt ,-'••'" " " , ;•',..'.. I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code) LENDER S NAME LENDER S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV 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 issued by the building Ofbclaliyider 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 liw day? fronrther'aate of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a p_enoJ^&Klo da^Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE DATE File YELLOW Applicant PINK Finance EsGil Corporation In Partners/lip with government for Quitting Safety DATE 9/12/01 0_APPUCANT JURISDICTION Carlsbad Q PLAN REVIEWER Q FILE PLAN CHECK NO 00-1451 (PCR01-196) SET I PROJECT ADDRESS 1945 Levante St PROJECT NAME Gatehouse Roof Truss Details for La Costa Glen B The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck The check list transmitted herewith is for your information The plans are being held at Esgil Corporation until corrected plans are submitted for recheck The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person The applicant's copy of the check list has been sent to Esgil Corporation staff did not advise the applicant that the plan check has been completed Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA n MB EJ D PC 9/4/01 tmsmtldot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 4 (858)560-1468 + Fax (858) 560-1576 VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PREPARED BY Chuck Mendenhall BUILDING ADDRESS 1945 Levante St PLAN CHECK NO 00-1451 (PCR01-196) DATE 9/12/01 BUILDING OCCUPANCY B TYPE OF CONSTRUCTION VN BUILDING PORTION roof trusses Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA (Sq Ft) NA cb Blria Pprmit FPP hu OrHmanro ^ Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance $6000 Type of Review D Complete Review DRep ! ^ >etitive Fee Repeats D fTr" Other Hourly 05 Structural Only Hour Esgil Plan Review Fee $4800 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc VANDORPE CHOU ASSOCIATES, INC CONSULTING ENGINEERS 295 N Rampart Street Suite A Orange CA 92868 Tel (714) 978 9780 Fax (714) 978 9926 Since 1979 Facility Planners Code Consultants Structural Engineers Fire Protection Engineers August 17,2001 Eddy Rios KTGY Group 17992 Mitchell South Irvine, CA 92614 Subject KTGY - Continuing Life Communities La Costa Glen Villas Carlsbad, CA Roof Truss Shop Drawing Review AU6 2 0 2001 KOLL CONSTRUCTION Submittal Includes Gatehouse Dear Mr Rtos The submittal of roof truss shop drawings by Hanson Truss, Inc , for the subject project were received by our office on August 1, 2001 The submittal, dated July 31, 2001, have been reviewed for general conformance to the design concept of the project structural plans, and no exception has been taken to their use The fabrication processes, techniques of construction, dimensions, and quantities are not a part of this review Since the shop drawings were reviewed only for general conformance with the structural plans, unless variations from the structural plans have been clearly indicated, we may not have listed them Our review of these drawings does not relieve the contractor from complying with the structural plans If you have any questions please feel free to call Very truly yours, VANDORPE CHOU ASSOCIATES, INC Dorothy Leever, P E F \JobFiles\K T G YMCTGY1558 La Costa Glen\AVillas\RTApprovalGatehouse wpd "1 no Q >• ^o O w "S05 CKlnD Fax 909/628-7352e-mail @ HansontrussChino, CA 917909/591-9256iginating Office1 3950 Yorba Stcomco 5T O O S 13 D -vj '•*-' O fj £§2t i £ c3" m PIS riO m m m mi—Orn730 (D Oo 3c =3 ^ m 01co om<= 70 — 2 o CJ 4t<o ifl TI mo rn 00 C5 m70 a m ^2 co o —im 0 m o mco N> 0 HANSON TRUSS, INC. GENERAL NOTES 1 No splices except as noted on truss drawings 2 Panel point locations shall be equal divisions unless noted or dimensioned otherwise 3 Gusset plates shall be installed on each side of all joints and shall not be installed where knots or wane are greater than 10% of plate area 4 Gusset plates shall be centered on joints unless noted or dimensioned otherwise 5 Truss designs shall comply with ANSI/T P I -1-1995 unless noted otherwise 6 All gusset plates are 20 gauge and stamped TP Unless noted otherwise 7 All hangers specified are Simpson strong-tie or equal and are provided by others unless noted otherwise 8 AH trusses are spaced at 24" on center unless dimensioned otherwise 9 Moisture content in the lumber used may exceed 19% at the time of fabrication A 20% reduction in plate values has been used 10 The Hanson Truss, Inc , engineering program is in compliance with section 2321 of the U B C All heel joint connections are designed using an analysis considering the vector sum of concentric and eccentric loads 11 All nails specified are to be box nails or better ABBREVIATIONS B/O JKS HGR STB w/ w/o BM FL BM DR BM Sc By Others Jacks Hanger(s) Stub With With out Beam Flush Beam Drop Beam Scissor (sloped or vaulted) BLK Blocking BKG ScBKG MBKG FILL GIR BC TC SPL CBO DBL Double member UNO GET ScGET MGET SB SOF Unless noted otherwise Gable end truss Scissor gable end truss Mono gable end truss Setback Soffit (Non-structural) OAHS BRG GOV MGOV INV GOV Backing Scissor Backing Mono Backing Vertical @1 6" oc Girder truss Bottom Chord Top chord Splice Conventional framing by others Overall heel stand Bearing Gable over Mono gable over Inverted gable over BASE DESIGN VALUES FOR VISUALLY GRADED LUMBER SPECIES & COMMERCIAL GRADES SIZE CLASSIFICATION X25 4 for mm bending Fb Tension Parallel To grain Ft Shear Parallel to gram Fv Compression Perpendicular to gram Fc ± Compression Parallel to gram Fc Modulas of Elasticity £ GRADING RULES AGENCY DOUGLAS FIR LARCH Select Struct No1 & Better No1 No2 Stud Construction Standard 2" to 4" thick 2" and wider 2" to 4" thicker 1,450 1,150 1.000 875 675 1.000 550 1000 775 675 575 450 650 375 95 95 95 95 95 95 95 625 625 625 625 625 625 625 1.700 1.500 1.450 1.300 825 1600 1350 1.900.000 1.800.000 1.700,000 1.600.000 1.400.000 1.500.000 1.400,000 WCLIB WWPA PD/NOTES/MAR2001 19-0"r9 5/8* OAHS/-DR BM B/O TYP I I I I I I I Iol t/)> JOBNAME CONTINUING LIFE COMMUNITY LA COSTA GLEN DRAWN BY MET/PMM FILENAME GATEHS DWG DATE 07-31-01 ELEV REVISIONS HANSON TRUSS, INC HANSON TRUSS INC AND JOEL HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL ADAOUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS INC NULL- AND VOID IR NOT FABRICATED BV HANSON TRUSS, ING NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS, INC •-J^>MH^!?gi000 tt O O K>LO WN> N> UJ W N> "° OOg SE»° ^+ 3 W H- **. *>. <jl *^X *• r-1 r* >-H i" M.^ fS I n EM?£fBg » _ t-o to NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS, INC. DETAIL *F1' TOP CHORD HUNG F.A.U. DRAWN BY PETE ROBERTS FILENAME MS-DTL_F1 DATE 11-27-96 HANSON TRUSS, INC NULL. AND VOID IF NOT FABRICATED BY HANSON TRUSS, HANSON TRUSS INC AND JOEL HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL ADAQUACY OR ANY OTHER FEATURE OF I THIS DESIGN UNLESS SPECIFICALLY I NO FABRICATED BY HANSON TRUSS INC J * A *U LI AIL / DRAWN BY PETE ROBERTS NULL AND \ FILENAME MS-DET_A1 DATE 11-25-96 iff r^HANSON TRUSS, INC VOID IF NOT FABRICATED BY HANSON TRUSS. INC HANSON TRUSS INC AND JOEL HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL ADAOUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS INC DETAIL 'A* ATTIC ACCESS DRAWN DY PETE ROBERTS FILENAME MS-DETAIL_A DATE 11-26-96 HANSON TRUSS, INC NULL. AND VOIP IF NOT FABRICATED BY HANSON TRUSS, HANSON TRUSS INC AND JOLL HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL ADAQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS INC I I 3* ill 10 1to NJ X no 1 o o 10o 31 1/2" to o- DETAIL 'A* ATTIC ACCESS (ALT 1) DRAWN BY PETE ROBERTS FILENAME MS-DET_A_A1 DATE 11-25-96 HANSON TRUSS, INC .NULL AND VOID IF NOT FABRICATED BY HANSON TRUSS. HANSON TRUSS INC AND HOUTMAN ACCEPT NO RESPONSE FOR THE ACCURACY STRUCTU ADAQUACY OR ANY OTHER FEATURE\>F || 1 THIS DESIGN UNLESS SPECIFICALLY\ INC FABRICATED m HANSON TRUSS INCN toX28mI oTJ O O I in o-o o o oI 31 1/2" DETAIL *A* ATTIC ACCESS (ALT 2) DRAWN BY PETE ROBERTS FILENAME MS-DET_A_A2 DATE 11-25-96 HANSON TRUSS, INC NULL AND VOIP IF NOT FABRICATED BY HANSON TRUSS, HANSON TRUSS INC AND JOEL HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL ADAQUACY OR ANY OTHER FEATURE OF |! ' THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS INC COoVIOJo O4-in00 "lO-0000OJto ros ro II en OJNJ Ol tnen en en Oiro oo OOo cm gjIIOJ(JlXtnVICOXro 11 ro OJo % vjCOiiniz£en re ^fO^*<Lmzi— 1ooI_Jo"n Z ^^™ Lo II en I OJ tp (O HIP PLYWOOD SPLICE DETAIL DRAWN BY FILENAME PETE ROBERTS MS-PLYWDSP DATE 11-27-96 rffV. _ „_„.HANSON ^WJ*^ HANSON 1KU55 INC AND JOEL HOUTMAN ACCEPT NO RESPONSIBILITY TOB ICC IMf* FDR ™E ACCURACY STRUCTURAL 1 rlU0W| Il^lVA ADAQUACY OR ANY OTHER FEATURE OF VNULI_ AND VOID IF NOT FABRICATED BY HANSON TRUSS. INC FABRICATED BY HANSON TRUSS INC CD (/)m O — 1 O A. > TT ±4. 03 _ \ If ° - \\ "? 5 \ \ ^ "° \ \ sl \\3a \\J 1 ^ CALIFORNIA HIP DETAIL DRAWN BY PETE ROBERTS FILENAME MS-CALHIP DATE 11-21-96 HANSON TRUSS, we NULL. AND VOID IF NOT FABRICATED BY HANSON TRUSS. HANSON TRUSS INC AND JOEt HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL AOAOUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS INC 8' SET BACK STACK 2X4 HIP RAFTER Over-All Length 11 3 Rets ot 0 113 Applied Loads (Down +) 128 AT 28 Cone Load # 256 AT 57 Cone Load # 384 AT 85 Cone Load # Reactions (Up +) Left 318 Right 450 ****** Use 2 -N02 DFL 2X4 Stocked ****** A= 105 S= 1225 l= 42875 Fv= 95 E= 1600000 Df= 1 25 Cnt Shear V= 450 ©107 1 5'V/(Fv*A*Df)= 54 Span Max Mom= 17317"# ® 57 Fb= 1313 M/(Fb*S*Df)= 86 Defl=-46 @ 581 L/120= 1 13 4X4 4X4 4X4 4X4 -a--B--B--e- 8'-0" SETBACK MAX , 6-0" UNSUPPORTED SETBACK MAX BUILT-UP HIP RAFTER P1 Load ot 2' Set Bock Over-All Length 10 Applied Loads (Down +) 32 FROM 0 TO 8 64 FORM 8 TO 10 Reactions (Up +) Left 102 Mid 324 Rets at 10 P'tl Load #/lf P'tl Load #/lf -42Right ****** Use 1&B DFL 2X4 ****** A= 525 S= 3063 1= 5359 Fv= 95 E= 1800000 Df= 1 25 Cnt Shear V= 151 @ 8 29 1 5*V/(Fv*A*Df)= 36 Lft Span Max Mom= 2534"# @ 8 Fb= 1725 M/(Fb*S*Df)= 38 Defl=- 16 © 357 L/240= 4 Rgt Span Max Mom= 2534'# @ 8 Fb= 1725 M/(Fb*S*Df)= 38 Defl= 01 @ 877 L/240= 1 P2 Load ot 4' Set Bock Over-All Length 12 Rets ot 0 8 12 Applied Loads (Down +) 32 FROM 0 TO 8 64 FROM 8 TO 10 Reactions (Up +) Left 101 Mid 336 Right 75 ****** Use 1&B DFL 2X4 ****** A= 525 S= 3063 1= 5359 Fv= 95 E= 1800000 Df= 1 25 Crit Shear V= 163 ® 829 1 5*V/(Fv*A*Df)= 39 Lft Span Max Mom= 2560"# @ 8 Fb= 1725 M/(Fb*S*Df)= 39 Defl*=- 16® 3 57 L/240= 4 Rgt Span Max Mom= 2560"# @ 8 Fb= 1725 M/(Fb*S*Df)= 39 Defl= 01 ® 92 L/240= 2 6' RUN CANTILEVER 2X4 HIP RFTR Over-All Length 849 Rets at 0 849 Applied Loads (Down +) 12 150 AT 566 Reactions (Up +) Left 101 Right 151 ****** Use N02 DFL 2X4 A= 525 S= 3063 1= 5359 Fv= 95 E= 1600000 Df= 1 25 Cnt Shear V= 147 @ 82 1 5*V/(Fv*A*Df)= 35 Span Max Mom= 4549"# © 5 66 Fb= 1313 M/(Fb*S*Df)= 9 Defl=-49 @> 446 L/120= 85 CALCULATIONS FOR STACKED 2X4 HIP RAFTER A P1 A A PI P'tl Load #/'f P'tl Load #/lf A A P2=75 * 2 = ISOlbs A P2 P2 P2 Umf Cone Load # DRAWN BY PD FILENAME MS-HIPCALC DWG DATE 11—11-99 HANSON TRUSS. iNb HANSON TRUSS INC AND JOEL HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL AOAQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS INC NULL AND VOID IR NOT FABRICATED BV HANSON TRUSS, INO CALIFORNIA DETAIL TILL" DRAWN BY P DAVID FILENAME MS-CALFILL DATE 2-2-99 HANSON TRUSS, INC NULL. AND VOID IF NOT FABRICATED BY HANSON TRUSS. HANSON TRUSS INC AND JOEL HOUTMAN ACCEPT NO RESPONSIBILITY FOR THE ACCURACY STRUCTURAL ADAOUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS INC REFER TO INSIDE COVER OF TRUSS BOOKLET FOR ADDITIONAL INFORMATION & RECOMMENDATIONSFOR BRACING WOOD TRUSSES BRACING DETAIL DRAWN BY P DAVID FILENAME MS-BRCG-BLK DATE 11-20-96 HANSON TRUSS, INC NULL. AND VOIP IF NOT FABRICATED BY HANSON TRUSS, HANSON TRUSS INC AND JOEL HOUTMAN ACCEPT NO\RESPONSIBIUTY FOR THE ACCURACYX STRUCTURAL ADAQUACY OR ANY OTHER FEATURE OF II THIS DESIGN UNLESS SPECIFICALLY INC FABRICATED BY HANSON TRUSS INC H *Zo0TJrmcTJ0z3m0cm CO H •oO10•ooo•oo•oQ)on cocncncnMN300cnCOcnOJooCO N30enencnenoocncnrocner^s,c mo>^O Oo•n'mcoTJmo mco Iann•ooaao9•aenQ0n 00 mO9$0 oTl Z 3mcoTJmoco.c «• c"o o oco 01 co0-5-0» W OOmmcoo t» am n'Ua n cvJgSp» o 3*-•a o3TJ =ro o _O O9w og 2.(0 m 00eO"O-nMCOCO00enc 00X~n0COr— ^Lf»-COCO000-n>MenCOenOK>POor00coenMOJ4s-\JOC/JTJ-nrooIsi00COCOCO INJOI~nrovj00~xCOV \30o~nen>jLnCO0CO -Dmo zS OeoOOJQ i~neo a.mmmco-ornOmm H"03fc n1 too»mm0)COenomen m>HomTJO3Hm3DI Olo CO (O r > 0 ** oi -30 o * g N3 (D (0 0) ICBO REPORT DRAWN BY PD FILENAME IBCO DWG DATE 7-7-00 HANSON TRUSSING NULL. AND VOID IF NOT FABRICATED BY HANSON TRUSS, HANSON TRUSS INC AND JutL HOUTMAN ACCEPT NO fJESPONSIBILITY FOR THE ACCURACY STRUCTURAL ADAQUACY OR ANY OTHER FEATURE OF THIS DESIGN UNLESS SPECIFICALLY FABRICATED BY HANSON TRUSS INC o--J)-50^^os1CN.C^^^j**"~^™^^^»— _^^*^^1;*>3"v~^\4<^V VN^T-\r- ^ > 7~-^ (." r\ SSS^ °^•"0 c^v^V\V/N^ ^? -C' ^x.( r\s ^ N°M ^^- \ Ovt\ ^V ^\ \ ^\ \ \l i—D o r 5S. O m .> om > <"_ O ~! CD .O rnH CD rn?^>en m 5wp-5Hi3 y wmoro>omiOenm 05-06-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No PCR02117 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 1945LEVANTESTCBAD PCR Lot# 0 $0 00 Construction Type NEW CB001451 LA COSTA GLEN - CARPORTS DEFEERRED SUBMITTAL ROOF TRUSS Applicant LA COSTA GLEN 7707 EL CAMINO REAL CARLSBAD CA 92009 760479-2196 Owner Status ISSUED Applied 04/23/2002 Entered By JM Plan Approved 05/06/2002 Issued 05/06/2002 Inspect Area 6559 05/06/02 0002 01 02 CGP 60=00 Total Fees S6000 Total Payments To Date SO 00 Balance Due $6000 Plan Check Revision Fee Additional Fees $6000 $000 Inspector FINAL APPROVAL Date Clearance NOTICE Please take NOTICE that approval of your project includes the Imposition'of fees dedications reservations or other exactions hereafter collectively referred to as fees/exactions You have 90 days from the date this permit was issued to protest imposition of these fees/exactions If you protest them you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3 32 030 Failure to timely follow that procedure will bar any subsequent legal action to attack review set aside void or annul their imposition You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 i PROJECT INFORMATION La Costa Glen FOR OFFICE USE ONLY PLAN CHECK(R}01?^:7r//'7I £>J\VJ lO' » t *— EST VAL Plan Ck Deposit Validated By. Date Address (include BJdg/Suite Business Name (at this address) Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel #Existing Use Proposed Use DescriptioiVaf Work ;?;. SQ FT,- — •* /MASS . : CONTACT PERSON (if diffefent.fromJappllcanty fife Gary Kutz 7707 ttl flnm-mo Ttenl # of Bedrooms # of Bathrooms Carlsbad 'CA 92009' (760) 479-2196 Name (3 T SppLiCANT Same Address City -(D Contractor,^ " D"Agent7dj.igpn^ State/Zip Telephone tt Fax tt (760) 479-0574 Name Address City State/Zip Telephone tt '* APBOPERTY OWNER * ^-MlM'^siM,.^ .. '. Jsi.. . ,. .. Continuing Life Communities LLC. 7707 El Camino Real. Carlsbad CA 92009 (760} 632-4800 Address City State/Zip Telephone ttName [B ^'CONTRACTOR t COMPANY. NAME'" (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License tt Address License Class City State/Zip City Business License tt Telephone tt Designer Name State License tt Address City State/Zip Telephone Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations G I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance of the work for which this permit is issued l~l I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) n CERTIFICATE OF EXEMPTION I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workers Compensation Laws of California WARNING Failure to secure worker* compensation coverage Is unlawful and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100 000) in addition to the cost of compensation damages as provided for in Section 3706 of the Labor code interest and attorney a fees SIGNATURE DATE 7L "-• OWNER BUILDER DECLARATION " ,.£y'! M :th:ft.^:£i:KfHillF:'4ts3ks,;;fiJ-;W ^i'i^K^'- > ''* ' "if^l^ ^ (i'f:Sf' ' "',".- ' ' I hereby affirm that I am exempt from the Contractor s License Law for the following reason Q I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold 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) Q3 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) C] I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES I~)NO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) PROPERTY OWNER SIGNATURE DATE COMREimitHIS SECtiONJ=OR/i/OA^^ ." V \ .„/'• ' ;" 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? O YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D YES Q NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? D YES D 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 S f ^CONSTRUCTION LENDING AGENCY^ v (-.- hi, I.,. '.^Sili^MiSSKftir^SgC iT'; "^, l±.,., -.,1 i. • -- .,•• I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S ADDRESSLENDER S NAME i9Y 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 CitV 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 O'jtaep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the building Officj^Kynao/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/aaystafrn the-jfaftaf such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period M/ftffaays (9^ctj6rt 106 4 4 Uniform Building Code) APPLICANT S SIGNATURE DATE ile YELLOW Applicant PINK Finance EsGil Corporation In 'Partnership With government for •BuiUing Safety DATE 5/3/02 OAPPLjCANT <Q"JURISSS JURISDICTION Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO 00-1451 (PCR02-117) SET I PROJECT ADDRESS La Costa Glen PROJECT NAME La Costa Glen Carport Joists I 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 I | Esgil Corporation staff did advise the applicant that the plan check has been completed Person contacted Telephone # Date contacted (by ) Fax # Mail Telephone Fax In Person REMARKS By Chuck Mendenhall Enclosures Esgil Corporation D GA D MB EJ pC 4/25/02 tmsmUdot VALUATION AND PLAN CHECK FEE JURISDICTION Carlsbad PLAN CHECK NO 00-1451 (PCR02-117) PREPARED BY Chuck Mendenhall DATE 5/3/O2 BUILDING ADDRESS La Costa Glen BUILDING OCCUPANCY No Change TYPE OF CONSTRUCTION No Change BUILDING PORTION Struc Rev Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq Ft ) NA cb Rlrtn Pf>rm^ FPP hv Ordinanro f Valuation Multiplier Hrly By Ordinance Reg Mod VALUE ($) Plan Check Fee by Ordinance Type of Review [~~1 Repetitive Fee Repeats $6000 Complete Review D Other ,—, Hourly 05 Structural Only Hour Esgil Plan Review Fee $4800 * Based on hourly rate Comments Sheet 1 of 1 macvalue doc ^^ ^°) ^^ T'<sr-"Sii ^•v^<~5^r-'\V^^^Nrt O mm > Qm rn ~73 ^ -».Ooenmz mgmocODS=1, O mQHH8WScwCO