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Home My WebLink About2171 AVENIDA TORONJA; ; CB981391; PermitElJILDlNG PERMIT Permit, No: CR9813:?1 t17/0t;/98 li!: 06 . Project No: A'78018352 Page 1 of . 1 Development Nc: : PEV89 11.0 JCJ~ Address : 2171 AVENIDA TORONJA Suite: Permit. Type: SINGLE FAMILY DWLNG - DETACHED F'arcel NO: 255-261-64-00 Lot#: 456 Valuation: 3.913,341 Construction Type: VN Occupancy Group : Reference#: CT138-03 Status: ISSUED Description: PLAK 2,PMS 5,2279-+420 GAR+Sl A pp 1 i ed : 0 5 / 2 2 / 9 8 : DECK+Y8 SF PORCH,VILLAGE Q,LA COSTA,KAI.IF Apr/'Issue : 07/06/98 I Entered By: KMA Appl/Ownr : KAIJFMAN b BROAD 619 259-6000 12626 HIGH BLUFF DR STE 400 Plcin Check Nunihers **k Fees Required **A - - - - - - - - - - - - - Fees : Adjustments : Total Fees: Fee description Number of Bedrooms Number of Bathrooms Bui lding Permit Plan Check Stronq Motion Fee Enter PI-an Check Di Erit er I' Y " to Aut oca Enter "Y" to kutoca Pexyoff Fee for CFD Enter LFM Fe Enter "Y" fo Each Plumbing Fixture or Each Building Sewer Each Install/Repai -------------------- Each Water Heater and/or Vent > Gas Piping System > Each Vacuum Breaker > Enter "Y" for Electric Issue Fee > Single Phase Per AMP > Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts/Heat Pumps > Each Install Fireplace z Each Exhaust Fan > Each Install/Reloc Vent > 4.00 2.50 68.00 29.00 20. 00 49.00 1 r) . 0 0 'jc.00 98.83 10.00 2 0 I 0 11 84.00 15.00 7. oci *&* 10999 Data .---- Y Y Y 1 7.00 1 7.00 2 7.00 125 .25 2 9.00 1 6.50 3 6.50 4.50 2 f -A_ _. --- . 7.00 7.00 14.00 10.00 Y 31.25 15.00 Y 18.00 6.50 19.50 9 . 0 0 i FINAL APFTOVAL- 1 1 CITY OF CARLSBAD 2075 Las palmas Dr., Carlsbad, CA 92009 (619) 438-1161 ? c- FINAL BUILDING INSPECTION DEPT: BUILDING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB981391 PERMIT#: CB981391 PROJECT NAME: PLAN 2,PHS 5,2279+420 GAR+91 DECK+98 SF PORCH,VILLAGE Q,LA ADDRESS: 2171 AVENIDA TORONJA COSTA, KAUF Lot# 456 DATE: 11/12/98 PERMIT TYPE: SFD 13' CONTACT PERSON/PHONE# : C/HAROLD/436-6517 SEWER DIST: LC WATER DIST: 0 DATE /?R INSPECTED: /'y3-9a APPROVED 2 DISAPPROVED - INSPECTED BY: INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - I I 1 L FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLANNING CMWD ST LITE PLAN CHECK#: CB981391 DATE: 11/12/98 PERMIT#: CB981391 PERMIT TYPE: SFD PROJECT NAME: PLAN 2,PHS 5,2279+420 GAR+91 ADDRESS: 2171 AVENIDA TORONJA Lot# 456 DECK+98 SF PORCH,VIUAGE Q,LA COSTA,KAUF CONTACT PERSON/PHONE#: C/HAROLD/436-6517 SEWER DIST: LC WATER DIST: 0 l. DATE I INSPECTED BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - 1 ..’ I * FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD PLAN CHECK#: CB981391 PERMIT#: CB981391 PROJECT NAME: PLAN 2,PHS 5,2279+420 GAR+91 DECK+98 SF PORCH,VILLAGE Q,LA ADDRESS: 2171 AVENIDA TORONJA DATE: 11/12/98 PERMIT TYPE: SFD COSTA, KAUF Lot# 456 CONTACT PERSON/PHONE# : C/HAROLD/436-6517 SEWER DIST: LC WATER DIST: 0 INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - COMMENTS : FINAL BUILDING INSPECTION a DEPT: BUILDING ENGINEERING FIRE CMWD ST LITE PLAN CHECK#: CB981391 DATE : PERMIT#: CB981391 PERMIT PROJECT NAME: PLAN 2,PHS 5,2279+420 GAR+91 DECK+98 SF PORCH,VILLAGE Q,LA COSTA,KAUF 11/ 12/98 TYPE: SFD ADDRESS: 2171 AVENIDA TORONJA Lot# 456 CONTACT PERSON/PHONE# : C/HAROLD/436-6517 SEWER DIST: LC WATER DIST: 0 INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - 3 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB981391 FOR 11/13/98 INSPECTOR AREA NF DESCRIPTION: PLAN 2,PHS 5,2279+420 GAR+91 PLANCK# ORIG 972 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2171 AVENIDA TORONJA STE : LOT: 456 APPLICANT: KAUFMAN 61 BROAD PHONE: 619 259-6000 CONTRACTOR: PHONE : DECK+98 SF PORCH,VILLAGE Q,LA COSTA,KAUF OCC GRP OWNER: REMARKS: C/HAROLD/436-6517 SPECIAL INSTRUCT: /OF PHONE : INSPECTOR TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ***** INSPECTION HISTORY ***** DATE 110998 100998 100698 100598 092198 091898 091698 081098 072498 072498 DESCRIPTION Final Electrical Drywall/Ext Lath/Gas Test Insulation Rough Combo Rough Combo Roof Sheathing/Ext Shear Roof Sheathing/Ext Shear Underground Combo Sewer/Water Service Underground/Under Floor ACT INSP COMMENTS AP NF AP NF AP NF CO NF AP NF AP NF NR NF AP NF AP NF AP NF * 9253 SOUTHERN CALIFORNIA SOIL AND TESTING, INC. 6280 RIVERDALE STREET, P. 0. Box 600627, SAN DIEGO, CA 92 160 (61 9) 280-432 1 9254 Concrete Compressive Strength Test Report File Number: 9812071 Project Title: Wesffield Village "Q" Project Location: 2171 Avenida Toronja Architect: Kaufman & Broad Permit No: 981391 Engineer: J. L. Davidson Plan File No: Contractor: Kaufman & BroadlConcrete Concepts 66,250 2,340 28 Location In Structure: Material Supplier: Superior Ready Mix Mix Designation: 35P Admixture(s) : Time In Mixer (Minutes): Slump, Inches: 5 CC Temp: 0 Truck Number: 386 Ticket Number: 236253 Air Temp: o Samples Fabricated By: JB Samples Tested By: NH Air Content: Lot 456 - North West Quad Post-Tension Slab-on-Grade w 75,000 2,650 56 Laboratory Number: Mark: 456 66,250 2,340 28 Date Made: Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested, Days Required 28 Day Strength, psi 75,000 2,650 56 9252 08-1 2-98 08-1 4-98 08-24-98 6.00 28.27 58,500 2,070 12 2,500 Specimen sampling, bgnsportation and compressive strength testing were perfonned by this agency in accordance with the applicable ASTM standards. This agency makes no other wananties express or implied. I Distribution: (2) Kaufman & Broad (1) City of Carlsbad (1) Superior Ready Mix Reviewed By: A George Gatit, RCE #36564 08-12c.h~ lW19r98 SOUTHERN CALIFORNIA SOIL &TESTING, INC. 6280 Riverdale Street, San Diego, CA 92120 PO. Box 600627, San Diego, CA 92160-0627 619-280-4321, FAX 619-280-47 17 October 21,1998 Kaufman and Broad 12235 El Camino Real, Suite 100 San Diego, CA 92130 SCS&T 98 1207 1 Report No. 2 Reference: Westfield Village, Lot 456, Carlsbad, CA 2171 Avenida Toronja, Building Permit Number: 981391 Subject: Ladies / Gentlemen: Report of Apparent Low Concrete Compressive Strength Test Results Please find attached compressive strength test results (set 9252-9254) for concrete test samples fabricated on August 12, 1998 during the construction of the subject project. Note that the specified 28-day compressive strength of 2,500 psi was not attained. It should be noted that the 1994 Uniform Building Code in Section 1905.6.2.3 classifies concrete test strengths as acceptable if: a) the average of all sets of three consecutive strength tests equal or exceed f c; and, b) no individual strength test (average of two samples) falls below f c by more than 500 psi. We have reviewed all of the test results fiom this project and find that they do comply with these requirements. We have tested the last sample at 56 days of age on 10/09/98 and recommend that the design engineer evaluate whether fbrther testing of the in-situ concrete should be scheduled. If you should have any mher questions, please contact me. Respectfully Submitted, Soil & Testing, Inc. George A. Gavit, R.C.E. #56564 GAG:cjm cc: (1) Kaufman & Broad (1) City of Carlsbad SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 2804321 j-c FJELD INSPECTION REPORT PROJECTTITLE WestfieldNillage 0 SCWT FILE NO 981 2071 LR NO 20(Pg 1 of 1) PROJECTLOCATION: See Project Summary PERMITNO See Summary TRACT 88-03-2 ARCHITECT: Kaufman & Broad ENGINEER: J.L. Davidson GEN. CONTRACTOR Kaufman & Broad SUBCONTRACIOR: Concrete Concepts G. Wolfram S.D. #259 ICBO #to847675 89 10/07/98 10/08/98 DISTRIBUTION. PROJECT SUMMARY LOT ADDRESS 180 2 1 82 Avenida Toronja 181 21 86 Avenida Toronja 182 21 90 Avenida Toronja 449 2 199 Avenida Toronja 450 21 95 Avenida Toronja 45 1 2 1 9 1 Avenida Toronja 452 21 87 Avenida Toronja ' 453 21 83 Avenida Toronja PERM IT 982-1 38 982-1 36 982-1 39 982-149 982-1 47 982-1 50 982-148 982-1 37 SLUMP 5" 3 314' 4' 4 W" 4 314' 5" 4- 4 314' POST TENSION CONCRETE Post-Tension Tendons: ASTM A416, 112'. 7 Wire, 270 ksi Concrete: Superior Ready Mix, Design #CC5, F'c = 2500 psi Time Arrived: 0700 Time Departed: 1530 Inspected the post-tension tendons, reinforcing steel, PA straps, hold down bolts, footings and slabs for the house foundations located at Lots 453, 451, 450 and 449. The foundations are acceptable for concrete placement. Lots 180, 181, 182 and 452 were inspected by Special Inspection Report dated 9/29/98. Provided continuous inspection during the placement of concrete by boom pump and tailgate, for the house Foundations located at Lots 180, 181, 1 82 and 453. One set of three concrete test cylinders and a slump test was taken from each foundation slab. Unless noted otherwise, the work inspected is, to the best of my knowledge, in compliance with the approved plans, specifications and applicable sections of the governing building laws. Time Arrived: 0700 Time Departed: 1300 'rovided continuous inspection during the placement of concrete for the house foundations located at Lots $49, 450, 451 and 452. One set of three concrete test cylinders and a slump test was taken from each ioundation slab. Jnless noted otherwise, the work inspected is, to the best of my knowledge, in compliance with the 3pproved plans, specifications and applicable sections of the governing building laws. (2) Kaufman 81 Broad, Attn: Mike Cravens (1 1 City of Carlsbad REVIEWED BY: w George A. Gavit, R.C.E. # 56564 5 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321 0 FIELD INSPECTION REPORT PROJECTTITLE: WestfieldAlillage 0 pR(uECT See Project Summary ARcBmEm Kaufman & Broad GEN. coma,-,& Kaufman & Broad SCSdTRLeNO 981 207 1 LR. NO 19(Pg 1 of 1) PERMIT NO Seesummary 88-03-2 J.L. Davidson MGINFZR SUBCOmmR Concrete Concepts 3/29/98 r. Kriska Y508 'ROJECT SUMMARY LOT ADDRESS PERMIT 180 21 82 Avenida Toronja 982-1 30 181 2 1 86 Avenida Toronja 982-1 36 182 2 1 90 Avenida Toronja 982-1 39 452 21 87 Avenida Toronja 982-148 'OST TENSION CONCRETE 'ost-Tension Tendons: ASTM A41 6, 1/2-, 270 ksi nspected the post-tension house foundations located at Lots 180, 181, 182 and 452. The post-tension tendons and hold downs, number, size and approximate location are as per plan. No concrete placed. City nspection required. DISTRIBUTION (2) Kaufman & Broad, Ann: Mike Cravens (1 1 City of Carlsbad Re- By: : George A. Gavit, R.C.E. # 56564