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Home My WebLink About2004 PERIDOT CT; ; CB072427; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 01-07-2008 Residential Permit Permit No: CB072427 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2004 PERIDOT CT CBAD RESDNTL 2132911100 Sub Type: Status: Lot#: Applied: Valuation· Occupancy Group: 01/07/2008 $314,169.24 Construction Type: SFD 19 VN Entered By: ISSUED 09/20/2007 JMA Reference #: CT 04-09 Plan Approved: # Dwelling Units: 1 Structure Type: SFD Issued: 01/07/2008 Bedrooms: 4 Bathrooms: 4 Inspect Area: Project Title: TRIESTE PL 2: PHS 4 2745SF LV, Orig PC#: PC 06-35 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Plan Check#: PC 07-62 Applicant: WARMINGTON HOMES 701 PALOMAR AIRPORT RD CARLSBAD CA 92011 931-4766 Building Permit Add'I Building Permit Fee Plan Check Add'IPlan 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'I Renewal Fee Other Building Fee HMP Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee $1,318.65 $0.00 $857.12 $0.00 ($68.57) $31.42 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,423.00 05/8 $0.00 $0.00 Owner: WARMINGTON TRIESTE ASSOCIATES LP C/O WARMINGTON HOMES CALIFORNIA 3090 PULLMAN ST#A COSTA MESA CA 92626 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing lnLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES Total Fees: $20,693.13 Total Payments To Date: $20,693.13 Balance Due: Inspector: kV': ~ FINAL APPRO~AL '2,,'I C) g Date: Clearance: $0.00 $160.00 $4,492.00 $3,618.63 $5,717.88 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $259.00 $60.00 $74.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20,693.13 $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reseNations, 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 · rm· City of Carlsbad Bldg Inspection Request For: 10/24/2008 Permit# CB072427 Inspector Assignment: MC Title: TRIESTE PL 2: PHS 4 2745SF LV, Description: 639SF GAR/11 0SF DECK/138SF LOG/120SF PORCH/103SF PATIO Type: RESDNTL Sub Type: SFD --- Phone: 7604271926 Job Address: 2004 PERIDOT CT Suite: Lot: 19 Location: Inspector: M,l, ----- APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES L P Remarks: Total Time: CD Description 19 29 39 Final Structural Final Plumbing Final Electrical 49 Final Mechanical Act Comments Requested By: :KYLE Entered By: JANEAN £1_ _____________ _ Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Histo[l/ Date Description Act lnsp Comments 10/22/2008 89 Final Combo CA MC PER CONTRACTOR 09/24/2008 89 Final Combo PA MC OK TO RELEASE GAS 07/17/2008 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 06/12/2008 17 Interior Lath/Drywall AP PC 05/21/2008 17 Interior Lath/Drywall PA MC INT. DRYWALL ONLY 05/21/2008 18 Exterior Lath/Drywall AP MC 05/21/2008 23 Gas/Test!Repairs AP MC 05/14/2008 16 Insulation AP MC 05/12/2008 84 Rough Combo AP MC MINOR PICK UP 04/24/2008 13 Shear Panels/HO's AP MC 04/10/2008 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 03/03/2008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS, PT & BLDG SET BACK REPORTS 03/03/2008 12 Steel/Bond Beam AP MC ' m City of Carlsbad Bldg Inspection Request For: 07/17/2008 . Permit# CB072427 Inspector Assignment: MC Title: TRIESTE PL 2: PHS 4 2745SF LV, Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Sub Type: SFD --- Type: RESDNTL Phone: 7604271926 Job Address: 2004 PERIDOT CT Suite: Location: Lot: 19 Inspector: (V£c.. --'---- OWNER WARMINGTON TRIESTE ASSOCIATES LP Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: EMR Total Time: CD Description 39 Final Electrical Act Comments Requested By: KYLE Entered By: CHRISTINE k ~ CN.t.-r( J Zllt--:to :IZF I p "<.:: £.1E;.:t1i=12. Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection Histor:y Date Description Act lnsp Comments 06/12/2008 17 Interior Lath/Drywall AP PC 05/21/2008 17 Interior Lath/Drywall PA MC INT DRYWALL ONLY 05/21/2008 18 Exterior Lath/Drywall AP MC 05/21/2008 23 GasfTesURepairs AP MC 05/14/2008 16 Insulation AP MC 05/12/2008 84 Rough Combo AP MC MINOR PICK UP 04/24/2008 13 Shear Panels/HD's AP MC 04/10/2008 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 03/03/2008 11 Fig/Foundation/Piers AP MC RECEIVED SOILS. PT & BLDG SET BACK REPORTS 03/03/2008 12 Steel/Bond Beam AP MC 03/03/2008 21 Underground/Under Floor AP MC 03/03/2008 31 Underground/Conduit-Wiring AP MC CONDUIT ONLY 02/08/2008 21 Underground/Under Floor AP PC 02/08/2008 22 Sewer/Water Service AP PC m l:ltJOfClrllbld m Flnal Bulldln1 Inspection SEP 2 4 2008 ~ ~ Dept: Buildir ngineering Planning CMWD St lite Plan Check#: 07-62 l Fire Permit#: CB072427 Project Name: TRIESTE PL 2: PHS 4 2745SF LV, Date: 09/2312008 Permit Type: RESDNTL Sub Type: SFD 639SF GAR/11 0SF DECK/138S F LOG/120SF PORCH/103 Address: 2004 PERI DOT CT Lot: 19 Contact Person: Phone: Sewer Dist: LC Water Dist: CA .......................................................................................................................................................... Inspected Date cr/2-/05 Approved: _j__ Disapproved: __ By: Inspected: Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: ------------------------------- "\ Southern California Soil and Testing, Inc. 6280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 P.O. Box 600627, San Diego, CA 92160-0627 83-740 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760)775-5983 Concrete ( 4x8) Compressive Strength Test Report File Number: 0612215 Project Title: Trieste at La Costa Greens PTCC Phase: 4 Project Location: Court: Architect: William Hezmalhalch l,~ O 1"2-4 -z,""7 Engineer: Davidson PT Permit No: GBIIT t453 Contractor: Warmington Homes Location In Structure: Lot: 19 Northeast Quad Material Supplier: Mix Designation: Admixture(s): Time In Mixer: Air Content: Superior 875P n/a (ASTM C173/C231) 65 Air Temp: Truck Number: 65 degrees F 224 Samples Made By: (ASTM C31) Laboratory Number Mark On Samples Date Made Date Received Date Tested Diameter, Inches Area, Square Inches Maximum Load, Pounds Compressive Strength, psi Age Tested Required 28 Day Strength, psi Fracture Type MJB 0841911 0612215 Lot 19 3/4/2008 3/5/2008 3/14/2008 4.00 12.57 62960 5010 10 Days 4500 Plan File No: Slump Inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/CS67) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0841912 0841913 3/4/2008 3/4/2008 3/5/2008 3/5/2008 4/1/2008 4/1/2008 4.00 4.00 12.57 12.57 82030 78740 6530 6270 28 Days 28 Days 4500 4500 1 1 5.00 I 82 degrees F 52101 CN Specimen sampling, transportation and compressive strength testing were perfonned by this agency in accordance with the applicable ASTM C39 standards. This agency makes no other warranties express or implied. Fracture Type: 1 -Reasonably well fonned cones on both ends, less than 1 in. of cracking through caps; 2 -Well formed cone on one end, vertical cracks running through caps,no well defined cone on other end; 3 -Columnar vertical cracking through both ends, no well fonned cones; 4 -Diagonal fracture with no cracking through ends; 5 -Side fracture at top or bottom (occur commonly with unbonded caps}; 6 -Similar to type 5 but end of cylinder is pointed. Distribution: Reviewed By: (1) City of Carlsbad -Building Inspection Department (1) Warmington Homes California Gordon T.M. Woodard RCE # 60481 City of Carlsbad Bldg Inspection Request For: 03/03/2008 Permit# CB072427 Inspector Assignment: Title: TRIESTE PL 2: PHS 4 2745SF LV, Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Type RESDNTL Sub Type: SFD Job Address: Suite: Location: 2004 PERIDOT CT Lot APPLICANT WARMINGTON HOMES 19 Owner: WARMINGTON TRIESTE ASSOCIATES L P Remarks: Total Time: CD Description Act Comment Phone: 7604271926 Inspector: Requested By: KYLE Entered By: JANEAN 11 Fig/Foundation/Piers 12 Steel/Bond Beam x__ v:~£:l vi? @ILh,, er: -tt :su""" ~ e,Ag:'._, ~po~ 21 Underground/Under Floor 31 Underground/Conduit-Wiring -------··-------------------~ Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Histor)' Datu Descript1011 Act lnsp Comments 02108/2008 21 Underground/Under Floor AP PC 02/08/2008 22 Sewer/Water Service AP PC PLANNING ENGINEERING SURVEYING IRVINE LOS ANCELES RIVERSIDE SAN DIEGO HUNSAKER &ASSOCIATES S A N D I E C 0, I N C February 11, 2008 ARIZONA City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 DAVE HAMMAR LEX WILLIMAN ALISA VIALPANDO DAN SMITH RAY MARTIN CHUCK CATER 9707 Waples Street San Diego, CA 92121 (858) 558-4500 PH (858) 558-1414 F X www.HunsakerSD.com lnfo@HunsakerSD.com Re: Building Form Setback Certification La Costa Greens Neighborhood 1.17 Carlsbad Tract 04-09/PUD 04-08A Drawing No. 429-2C Lots 18 through 23 Dear City Inspector: Please be advised the building foundation forms are in conformance with the precise grading plans as to horizontal and vertical location. The building setbacks were measured in relation to the property lines and were found to be in conformance with the approved precise grading plans for this property. Sincerely, Daniel P. Smith L.S. 6854 Hunsaker & Associates San Diego, Inc. GM:kc lo.:\0t0712006\'J1~.doc wo 0107-268 2111/2008 7:53 AM '''/, f ,19~ l 't '.·. ' .... , o.~ y1V~13'IJ~-• .,. .. , _ _ ., .. ;: _ S&T'lilL . ' .. •, '.· . ' . ' .. GEOCON INC O RPO 'R'AT•E,D 6960 FLANDERS DRIVE ■ 0 \0 · ~ GEOTECHNICAL CONSULTANTS ~~~ SAN DIEGO, CALIFORNIA 92121-297 4 ■ TEL 1858) 558-6900 ■ FAX (858) 558-6159 ., FOUNDATION OBSERVATION REPORT PROJECT NAME : T,-, L Gr.1= • .....,s -W.aQ,.,V) , ,-.,6 n;;,,,-.._; I · 11 PROJECT NO. 06' f?s--sz. -2..4, DA TE : _...,1--=-i/'-.z...,_~"',._z ...,_/..,,.o"---'-'S1'------- FOUNDATION LOCATION ('f n t fr b ·1d· I 0 en I e UI rng '-e n I 8 f h ,, ,d 7. L PLAN FILE NO. PERMIT NOS: ,c, t.....BJ 7 2--'-/-2. '2 l'i 72-'-r27 D ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : 2..0 : 7l.'f3b ~BST ANTIAL CONFORMANCE D CONVENTIONAL 7_, 0 POST-TENSIONED , z_ -+ 2 ."'S' • PUR!?,OSE OF OBSERVATION []/verify soil conditions exposed are similar to those anticipated ~rify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D ~ slab reinforcement, sand bedding and moisture barrier comply with !Sl"'verify footings have been extended to an appropriate bearing strata D Other minimum recommended in soil report • APPLICABLE SOIL REPORT : TITLE : <,J p ..c;;,.t, n c.,, ,.;:·, 'n::o~ t,:}t'' I) V, ~ Cl F /...,AL C) TAJ G e EEc,,l~ /. 11 DATE : s./J c., /00 • ~OIL. EPORT RECOMMENDATIONS BASED ON: /. "'i -l-Cl Expansion Condition Q VERY LOW Q--'tow ffFill Geometry C-..., r · Le, r -1 S ;1 v:.jr::, ,.,.. I 9 -LO 0 MEDIUM D Other : e,,.. :Z = 2 Gi " ( 1 8 ) C,.J r rrr:. /..-f :.. 2 c.. · · 0 HIGH 0 VERY HIGH ( ......... • M~IMUM FOUNDATION RECO~ENDATIONS: !1" Footing Depth : ~12 1~c~es lif ~1~ D 24 Inches OTHER _____________ _ Ir' ,;., k. 1J ., _✓.7 . Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B w Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/1 0 D 6x6-6/6 D No.3@24Inches D No.3@18Inches Gl'Post-Tensioned .s .. \ Slab Bedding Material and Thickness : --=-----------Vapor Barrier : v, , '--., , ,-. ,--.,; Foundation Width : ____ ___,1__.2,__•-'-'-,v1 __ ,--v=--------------------------- • Ol}SERV ATIONS : of Observation") ~ ~6stantial conformance with Soil Reports (see "Purpose if Substantial conformance with Foundation Plans. Identify : _...:.1_.,·_r ---' ·_'.__.__. __ . '_· --=-":....:...1 _..::,...,...::....--=-"--' ,._,=--~-'=·:.._"-'"------''--~-=-1':..::"''-'I'--'~:..,~.,_;,_ ti' :Z.. Ou 3: 0 _Q.tb.e NOTE : IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS Will BE GEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED 11,,1 /c,_ ;;;:;1,__,,,L __ -lhai: r~;.n- FIELD COPIES TO GEOCON REPRESENTATIVE