The URL can be used to link to this page

Home My WebLink About1480 CHESTNUT AVE; ; CB992376; Permit09/13/1999 City of Carlsbad Residential Permit Permit No:CB992376 Building Inspection Request Line (760)438-3101 Job Address:1480 CHESTNUT AV CBAD Permit Type: RESDNTL Parcel No: 2051307800 Valuation: $239,875.50 Occupancy Group: 6 # Dwelling Units: 1 Bedrooms: 4 Project Title: CARLSBAD 4 Sub Type: SFD Lot #: 1 Construction Type: VN Reference #: MS 851 Structure Type: SFD Bathrooms: 2.5 Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: 06/07/1999 DT Plan Approved: PC990084 PLAN 1 NEW SFD 2720SF LIV.720SF GAR.38SF PORCHPIan Check#: Applicant: BRUCE D WIEGAND INC 1060WIEGANDST OLIVNHAIN CA 92024 619-759-0970 Owner: -WIEGAND-NEGLIA CORP 6N19-759-09ZOl £ Total Fees: $19,613.41 / cTotal Payments'to'Date:/ -f,,- \~vs-—X. \ if* y I/ ts \ i-\ 0 Balance Due: $19,613.41 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee PLUMBING'TOTAL $0.00 ^~~ECEdTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Housing Impact Fee $3,420.00 Housing InLieu Fee D3/4 Master Drainage Fee: $0.00 Sewer Fee: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $4,365.73 $4,029.91 $0.00 $0.00 $409.00 $461.00 $0.00 $0.00 $175.00 $60.00 $56.50 $2,925.00 $0.00 $0.00 $1,854.00 $19,613.41 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 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. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 City of Carlsbad Final Building Inspection JUL20 Dept: Building (Engirjee'ririg Planning CMWD St Lite Fire Plan Check #: Permit#: Project Name: Address: Contact Person: Sewer Dist: Date:7/20/2000 CB992376 CARLSBAD 4 PLAN 1 NEW SFD 2720SF LIV.720SF GAR.38SF PORCH 1480 CHESTNUT AV ' Lot: BART Phone: 8587590970 CA Water Dist: CA Permit Type: RESDNTL Sub Type: SFD Inspected By Inspected By:_ Inspected By: Date Inspected: Date Inspected: Date Inspected: Approved: Approved: Approved: Disapproved: Disapproved: Disapproved: Comments: City of Carlsbad Bldg Inspection Request For: 9/14/2000 Permit* CB992376 Title: CARLSBAD 4 Description: PLAN 1 NEW SFD 2720SF LIV.720SF GAR.38SF PORCH Inspector Assignment: PD 1480 CHESTNUT AV Lot 1 Type: RESDNTL Job Address: Suite: Location: APPLICANT BRUCE D WIEGAND INC Owner: WIEGAND NEGLIA CORP Remarks: Sub Type: SFD Phone: 8587590970 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: BART Entered By: CHRISTINE Act Comments v Associated PCRs Inspection History Date 7/20/2000 1/19/2000 1/7/2000 1/5/2000 1/5/2000 1/5/2000 12/23/1999 12/22/1999 12/20/1999 12/20/1999 12/20/1999 12/20/1999 11/30/1999 11/29/1999 11/29/1999 11/23/1999 Description 89 Final Combo 17 Interior Lath/Drywall 82 Drywall/Ext Lath/Gas Test 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 23 Gas/Test/Repairs 14 Frame/Steel/Bolting/Welding 22 Sewer/Water Service 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 83 Roof Sheathing/Ext Shear 13 Shear Panels/HD's 15Roof/Reroof 83 Roof Sheathing/Ext Shear Act CO AP AP PA NR AP AP CO CO AP AP AP AP NR NR NR Insp SR PD PD PD PD PD SR SR SR SR SR SR SR SR SR SR Comments LIST OF CORRECTIONS ON THE JOB SITE SHOWER OK TO HANG 2ND LAYER IN GARAGE ALL CORRECTIONS MADE NO ONE ON THE JOB SITE (PLUMBER) LIST OF CORRECTIONS ON JOB SITE City of Carlsbad Bldg Inspection Request For: 9/13/2000 Permit# CB992376 Title: CARLSBAD 4 Description: PLAN 1 NEW SFD 2720SF LIV.720SF GAR.38SF PORCH Inspector Assignment: PD Type:RESDNTL Sub Type: SFD Job Address: 1480 CHESTNUT AV Suite: Lot 1 Location: APPLICANT BRUCE D WIEGAND INC Owner: WIEGAND NEGLIA CORP Remarks: Phone: 8587590970 Inspector: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: BART Entered By: CHRISTINE Act Comments G-Kt Associated PCRs Inspection History Date 7/20/2000 1/19/2000 1/7/2000 1/5/2000 1/5/2000 1/5/2000 12/23/1999 12/22/1999 12/20/1999 12/20/1999 12/20/1999 12/20/1999 11/30/1999 11/29/1999 11/29/1999 11/23/1999 Description 89 Final Combo 17 Interior Lath/Drywall 82 Drywall/Ext Lath/Gas Test 17 Interior Lath/Drywall 18 Exterior Lath/Drywall 23 Gas/Test/Repairs 14 Frame/Steel/Bolting/Welding 22 Sewer/Water Service 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 83 Roof Sheathing/Ext Shear 13 Shear Panels/HD's 15Roof/Reroof 83 Roof Sheathing/Ext Shear Act CO AP AP PA NR AP AP CO CO AP AP AP AP NR NR NR Insp SR PD PD PD PD PD SR SR SR SR SR SR SR SR SR SR Comments LIST OF CORRECTIONS ON THE JOB SITE SHOWER OK TO HANG 2ND LAYER IN GARAGE ALL CORRECTIONS MADE NO ONE ON THE JOB SITE (PLUMBER) LIST OF CORRECTIONS ON JOB SITE City of Carlsbad Inspection Request For: 1/5/2000 Permit# CB992376 Title: CARLSBAD 4 Description: PLAN 1 NEWSFD 2720SF LIVJ20SF GAR,38SF PORCH Inspector Assignment: SR 1480 CHESTNUT AV Lot 1 Type:RESDNTL Sub Type: SFD Job Address: Suite: Location: APPLICANT BRUCE D WIEGAND INC Owner: WIEGAND NEGLIA CORP Remarks: Phone: 6193395930 Inspector: Total Time:Requested By: BRUCE Entered By: CHRISTINE CD Description 17 Interior Lath/Dry wall 18 Exterior Lath/Drywall Act Comments TO MR. Associated PCRs Inspection History Date 12/23/1999 12/22/1999 12/20/1999 12/20/1999 12/20/1999 12/20/1999 11/30/1999 11/29/1999 11/29/1999 11/23/1999 11/22/1999 10/8/1999 10/1/1999 9/23/1999 Description 14 Frame/Steel/Bolting/Welding 22 Sewer/Water Service 14 Frame/Steel/Bolting/Welding 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers 83 Roof Sheathing/Ext Shear 13 Shear Panels/HD's 15Roof/Reroof 83 Roof Sheathing/Ext Shear 83 Roof Sheathing/Ext Shear 39 Final Electrical 1 1 Ftg/Foundation/Piers 21 Underground/Under Floor Act AP CO CO AP AP AP AP NR NR NR NR AP AP AP Insp SR SR SR SR .SR SR SR SR SR SR SR SR SR SR Comments ALL CORRECTIONS MADE NO ONE ON THE JOB SITE (PLUMBER) LIST OF CORRECTIONS ON JOB SITE NEED SPECIAL INSPR NOTES ON STRONG WALLS BANKER INSULATION OF CALIFORNIA, INC. 2337 Vineyard Ave. Escondido, CA 92029 License #552601 THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 24, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: Wiegnad Neglia Corp. LOT#..TRACT#. Chestnut Avenue CITY Carl CA . EXTERIOR WALLS: MANUFACTURER Certainteed CEILINGS: BATTS: MANUFACTURER BLOWN IN: MANUFACTURER . Certainteed R- . THICKNESSm'PE 3« ^0 VALUE . .THICKNESS/TYPE 10 R- 30.VALUE MINIMUM .THICKNESS. R- .VALUE. SQUARE FOOTAGE COVERED „ _ . , . NJJMBER.OF BAGS USEDToam seleant per "Title 24" air infil- tration requirements. THICKNESS/TYPE 3* 50 bags per 1000 square feet FLOORS: MANUFACTURER Certainteed SLAB ON GRADE: MANUFACTURER R- . VALUE WIDTH OF INSULATION. FOUNDATION WALLS: MANUFACTURER . THICKNESSm'PE . INCHES R- .VALUE. . THICKNESSATYPE R- .VALUE. GENERAL CONTRACTOR . CALIFORNIA CONTRACTORS LICENSE#_.DATE. SIGNATURE TITLE INSULATION CONTRACTOR — BANKER INSULATION OF CALIFORNIA, INC. CALIFORNIA CONTRACTORS LICENSE # 552601 DATE 12/22/99 Contract Secretary SIGNATURE TITLE City of Carlsbad Inspection Request For: 10/8/99 Permit# CB992376 Title: CARLSBAD 4 Description: PLAN 1 NEWSFD 2720SF LIV,720SF GAR.38SF PORCH Inspector Assignment: SR 1480 CHESTNUT AV Lot 1 Type:RESDNTL Sub Type: SFD Job Address: Suite: Location: APPLICANT BRUCE D WIEGAND INC Owner: Remarks: T.S.P.B Phone: 8587590970 Inspector: Total Time: CD Description 39 Final Electrical Act Comments Requested By: BART Entered By: CHRISTINE Inspection History Date Description Act Insp Comments 10/1/99 11 Ftg/Foundation/Piers AP SR NEED SPECIAL INSPR NOTES ON STRONG WALLS 9/23/99 21 Underground/Under Floor AP SR City of Carlsbad Inspection Request For: 10/1/99 Permit* CB992376 Title: CARLSBAD 4 Description: PLAN 1 NEW SFD 2720SF LIV.720SF GAR.38SF PORCH Inspector Assignment: SR Type:RESDNTL Sub Type: SFD Job Address: 1480 CHESTNUT AV Suite: ' Lot 1 Location: APPLICANT BRUCE D WIEGAND INC Owner: 9Remarks: Phone: 6192295930 Inspector: Total Time: CD Description 1 Ftg/Foundation/Piers Act Comments Requested By: BRUCE Entered By: CHRISTINE Inspection History Date Description Act Insp Comments 9/23/99 21 Underground/Under Floor AP SR Geotet-nnics Incorporated o 9951 Business Park Ave., Suite B San Diego, California 92131 Phone (619) 536-1000 _ Fax (619) 536-8311 FIELD MEMO DATE ^PAGE \ OF I PROJECT NO.: CLIENT: MEMO SUBJECT:>^--s- i t "4 6=O , t U Trig? "FegnrnOGn'S. x*-?^^ GSx-cr^^^^-T"^^ TTJr<3~ GEOTECHNICS INCORPORATED, BY: (SIGNATtlRE) engineering file: white copy job superintendent: yellow copy field file: pink copy 1476 CHFUSTIAN WHEELER ENGINEERING COMPRESSIVE STRENGTH TEST RESULTS Job Name: Job Address: Contractor: Subcontractor: Test Location: Req. Strength: Date Sampled: Date Received: Sampled by: Tested by: Sample Type: Carlsbad #1400 1480 Chestnut Ave., Carlsbad Wiegand Construction Lot 1 2500 psi 10-6-99 10-7-99 AC TP Concrete, 6" x 12" Job#: Permit #: Architect: Engineer: Supplier: Mix#: Admixture(s): Truck #: Mix Temp: Slump: Min in Mixer: 199.532 CB992376 Plan File #: Case Group Architects MCB/Gouvis Engineering Superior 35P Pozz 407 Ticket #: 259440 Air Temp: 4'/2" %Air: 49 UnitWt: Sample # 2976 2977 2978 Date Tested 10-13-99 11-3-99 11-3-99 Age (days) 7 28 28 Area (sq. inches) 28.27 28.46 " 28.46 Maximum Load (Ibs) 82,820 122,050 116,300 Comp. Strength (psi) 2,930 4,290 4,090 Failure Type The sampling, handling, curing and compressive strength testing were performed by Christian Wheeler Engineering in accordance with the applicable ASTM standards. No other warranties express or implied. Distribution: (2) Wiegand Neglia Corp. (1) City of Carlsbad Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 CHRJSTIAN WHEELER. ENGINEERING DAILY REPORT Project Name Carlsbad #1400 Project #199.532 DR#Page lofl Project Address See below Permit #See below Plan File # Contractor Weigand Neglia Construction Architect Case Group Architects Subcontractor Davidson Engineer Davidson Date 10-14-99 Stephen W. Campbell #206 Pre-stressed Concrete Tendons: A416, 270 ksi Gauge: #99480 Lot Plan Address Permit 1 1A 1480 Chestnut Ave. 992376 2 IB 1450 Chestnut Ave. 992377 3 2A 1460 Chestnut Ave. 992386 4 2B 1470 Chestnut Ave. 992387 Performed continuous special inspection during the tensioning of tendons for the listed lots. Observed gauge pressures and recorded elongations. To the best of my knowledge, tensioning performed this date is in substantial conformance. Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Distribution: (2) Wiegand Neglia Corp (1) City of Carlsbad Reviewed by Michael B. Wheeler, R.C.E. #45358 4925 Mercury Street + San Diego, CA 92111 +.858-496-9760 + FAX 858-496-9758 CHRISTIAN WHEELER. ENGINEERING COMPRESSIVE STRENGTH TEST RESULTS Job Name: Job Address: Contractor: Subcontractor: Carlsbad #1400 1450 Chestnut Ave., Carlsbad Wiegand Construction Job#: 199.532 Permit*: CB992377 Plan File#: Architect: Case Group Architects Engineer: MCB/Gouvis Engineering Test Location: Lot 2 Req. Strength: 4000 psi Date Sampled: 10-5-99 Date Received: 10-6-99 Sampled by: AC Tested by: TP Sample Type: Concrete, 6" x 12" Supplier: Escondido Ready Mix Mix#: 365P Admixture(s): Pozz Truck*: 384 Ticket*: 259388 Mix Temp: Air Temp: Slump: 4'/2" • %Air: Win in Mixer. 51 UnitWt: Sample # 2966 2967 2968 Date Tested 10-13-99 11-2-99 11-2-99 Age (days) 8 28 28 Area (sq. inches) 28.27 28.27 28.27 Maximum Load , (Ibs) 119,130 150,230 142,370 Comp. Strength (psi) 4,210- 5,310 5,040 Failure Type The sampling, handling, curing and compressive strength testing were performed by Christian Wheeler Engineering in accordance with the applicable ASTM standards. No other warranties express or implied. ' . • • Distribution: (2) Wiegand Neglia Corp. (1) City of Carlsbad Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758 CHRISTIAN WHEELER. ENGINEERING DAILY REPORT Project Name Carlsbad #1400 Project # 199.532 DR#Page lofl Project Address See below Permit # See below Plan File # Contractor Weigand Neglia Construction Architect Case Group Architects Subcontractor Davidson Engineer Davidson Date 10-14-99 Stephen W. Campbell #206 Pre-stressed Concrete Tendons: A416, 270 ksi Gauge: #99480 Lot Plan Address Permit 1 1A 1480 Chestnut Ave. 992376 • 2 IB 1450 Chestnut Aye. 992377 3 2A 1460 Chestnut Ave. 992386 4 2B 1470 Chestnut Ave. 992387 Performed continuous special inspection during the tensioning of tendons for the listed lots. Observed gauge pressures and recorded elongations. To the best of my knowledge, tensioning performed this date is in substantial conformance. Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Distribution: (2) Wiegand Neglia Corp (1) City of Carlsbad Reviewed by Michael B. Wheeler, R.C.E. #45358 4925 Mercury Street + San Diego, CA 92111 -f 858-496-9760 + FAX 858-496-9758 CHRISTIAN WHEELER. ENGINEERING COMPRESSIVE STRENGTH TEST RESULTS Job Name: Job Address: Contractor: Subcontractor: Carlsbad #1400 1470 Chestnut Ave., Carlsbad Wiegand Construction Job#: 199.532 Permit*: CB992387 Plan File#: Architect: Case Group Architects Engineer: MCB/Gouvis Engineering Test Location: Lot 4 Req. Strength: 2500 psi Date Sampled: 10-6-99 Date Received: 10-7-99 Sampled by: AC Tested by: TP Sample Type: Concrete, 6" x 12" Supplier: Superior Mix #: 35P Admixture(s): fozz Truck #: 407 Mix Temp: Slump: 5" Min in Mixer: 46 Ticket*: 259453 Air Temp: % Air: UnitWt: Sample # 2979 2980 2981 Date Tested - 10-13-99 11-3-99 11-3-99 Age (days) 7 28 28 Area (sq. inches) 28.27 28.46 28.46 Maximum Load (Ibs) 60,840 96,330 96,920 Comp. Strength (PSi) 2,150 3,380 3,410 Failure Type The sampling, handling, curing and compressive strength testing were performed by Christian Wheeler Engineering in accordance with the applicable ASTM standards. No other warranties express or implied. . Distribution: (2) Wiegand Neglia Corp. (1) City of Carlsbad Reviewed by: Michael B. Wheeler, RCE #45358 4925 Mercury Street -*• San Diego, CA 92111 + 858-49 6-9760. + FAX 858-496-9758 CHRISTIAN WHEELER. ENGINEERING DAILY REPORT Projecf Name Carlsbad #1400 Project # 199.532 DR#Page lofl Project Address See below Permit #See below Plan File # Contractor Weigand Neglia Construction Architect Case Group Architects Subcontractor Davidson Engineer Davidson Date 10-14-99 Stephen W. Campbell #206 Pre-stressed Concrete Tendons: A416, 270 ksi Gauge: #99480 Lot Plan Address Permit 1 1A 1480 Chestnut Ave. 992376 2 IB 1450 Chestnut Ave. 992377 3 2A 1460 Chestnut Ave. 992386 4 2B 1470 Chestnut Ave. 992387 Performed continuous special inspection during die tensioning of tendons for the listed lots. Observed gauge pressures and recorded elongations. To the best of my knowledge, tensioning performed this date is in substantial conformance. Unless noted otherwise, the work observed is, to the best of my knowledge, in compliance with the approved plans and specifications. Distribution: (2) Wiegand Neglia Corp (l)City of Carlsbad Reviewed by Michael B. Wheeler, R.C.E. #45358 4925 Mercury Street + San Diego, CA 92111 + 858-496-9760 + FAX 858-496-9758