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HomeMy WebLinkAbout1999 OLIVINE CT; ; CB073097; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-11-2009 . Residential Permit Permit No: CB073097 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: 1999 OLIVINE CT CBAD RESDNTL 2132921500 Sub Type: Lot#: $313,098.00 Construction Type: SFD 39 VN Status: Applied Entered By: ISSUED 12/13/2007 JMA Occupancy Group: 08/11/2009 Reference #: CT 04-09 Plan Approved: # Dwelling Units: Structure Type: SFD Issued: 08/11/2009 Bedrooms: 5 B~hrooms: 4 Inspect Area Project Title: TRIESTE PL 3: PHS 8, -2912SF L Orig PC# PC 06-35 428SF GAR/162SF DECK/162SF LOG/70SF PORCH Plan Check# PC07-78 Applicant: WARMINGTON HOMES 701 PALOMAR AIRPORT RD CARLSBAD CA 92011 931-4766 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee STD #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 Green Bldg Stands (S81473) Fee $1,315.29 $0.00 $854.94 $0.00 ($68.40) $31.31 $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 D5/8 $126.00 $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 SDCWA Fee CFD 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: $22,443.65 Total Payments To Date: $22,443.65 Balance Due: Inspector: FINAL APPROVAL Date: c,3 t~.f:{ t,o Clearance: $0.00 $160.00 $4,492.00 $3,618.63 $5,698.38 $0.00 $0.00 $0.00 $2,242.00 $0.00 $0.00 $252~0 $60.00 • $67.50 $0.00 $0.00 $0.00 $0.00 $0.00 $171.00 $22,443.65 $0.00 NOTICE: Please take NOTICE that approval of your project includes the 'Imposition' of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review. set aside. void, or annul their imposition. City of Carlsbad Bldg Inspection Request For: 03/24/2010 Permit# CB073097 Inspector Assignment: MC ---Title: TRIESTE PL 3: PH$ 8, -2912SF L Description: 428SF GAR1162SF DECK/162SF LOGn0SF PORCH Type: RESDNTL Sub Type: SFO Phone: 7608818240 Job Address: 1999 OLIVINE CT Suite: Lot: 39 Location: Inspector: t,4-t,.. ---- APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES L P Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Act Comments Requested By: KYLE ISBELL Entered By: CHRISTINE ~ 0 ~ <t1:) tz.EHA~~ GIAS - 1 fJ..tX.f-t /ftu.,,·fi&~, L.k ~ ± t,l,,,J--1-'1@'. ,1,1..UL :f\l"l tl& Pi' .:;i.c, ,._T f'~ ot<: Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns12ection Histo!J'. Date Description Act lnsp Comments 03/08/2010 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 03/05/2010 39 Final Electrical CA MC MOVE TO MONDAY 12/09/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 12/09/2009 18 Exterior Lath/Drywall AP MC 12/09/2009 23 Gas/Test/Repairs AP MC 12/07/2009 82 Drywall/Ext Lath/Gas Test NR MC PER CONTRACTOR AFTER STOP 11/30/2009 16 Insulation AP PY 11/24/2009 27 Shower Pan/Roman Tubs AP MC 11/24/2009 84 Rough Combo AP MC MINOR PICK UP 11/23(2009 84 Rough Combo CA MC PER CONTRACTOR AFTER STOP 11/09/2009 13 Shear Panels/HD's AP MC OK TO WRAP 10/19/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 09/03/2009 11 Fig/Foundation/Piers AP MC RECEIVED SOILS, PT & FORM CERT. REPORTS IJ City of Carlsbad Bldg Inspection Request . · For: 03/08/2010 . Permit# CB073097 Inspector Assignment: MC --- Title: TRIESTE PL 3: PHS 8, -2912SF L Description: 428SF GAR/162SF DECK/162SF LOG/70SF PORCH Type: RESDNTL Sub Type: SFD Phone: 7608818240 Job Address: 1999 OLIVINE CT Suite: Lot: 39 Location: Inspector: ----- APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 39 Final Electrical Act Comments Requested By: KYLE Entered By: JANEAN E._ EMfl.. o,Jue DLL-:m U~~,;. Hen5e r, Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsQection HisloQ! Date Description Act lnsp Comments 03/05/2010 39 Final Electrical CA MC MOVE TO MONDAY 12/09/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY 12/09/2009 18 Exterior Lath/Drywall AP MC 12/09/2009 23 Gas/Test/Repairs AP MC 12/07/2009 82 Drywall/Ext Lath/Gas Test NR MC PER CONTRACTOR AFTER STOP 11/30/2009 16 Insulation AP PY 11/24/2009 27 Shower Pan/Roman Tubs AP MC 11/24/2009 84 Rough Combo AP MC MINOR PICK UP 11/23/2009 84 Rough Combo CA MC PER CONTRACTOR AFTER STOP 11/09/2009 13 Shear Panels/HD's AP MC OK TO WRAP 10/19/2009 15 Roof/Reroof AP MC OK TO DRY IN & LOAD 09/03/2009 11 Fig/Foundation/Piers AP MC RECEIVED SOILS, PT & FORM CERT. REPORTS 09/03/2009 12 Steel/Bond Beam AP MC 09/03/2009 21 Underground/Under Floor AP MC 09103/2009 31 Underground/Conduit-Wiring AP MC UFEROK 09/03/2009 98 BMP Inspection PA MC ON GOING 08/25/2009 21 Underground/Under Floor AP MC 8.F. PREVENTER IN PLACE 08/25/2009 22 Sewer/Water Service AP MC SOit .-S rES flNG. !NC ~~ srtl 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: Project Location: Architect: William Hezmalhalch Engineer: Martin Permit No: C807-3097 Contractor: Warmington Homes Plan File No: Location In Structure: Lot: 39 Northside of Slab 15ft from North Corner Material Supplier: Superior Mix Designation: 375p Admixture(s): Pouolan Time In Mixer: Air Content: (ASTM C173/C231) Air Temp: Truck Number: 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 48 minutes 80 degrees F 301 JG 0990216 39 9/4/2009 9/8/2009 9/9/2009 4.00 12.57 49,660 3950 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pct: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0990217 0990218 9/4/2009 9/4/2009 9/8/2009 9/8/2009 10/2/2009 10/2/2009 4.00 4.00 12.57 12.57 77,810 74,380 6190 5920 28 Days 28 Days 4500 4500 1 2 4.50 I 90 degrees F 156171 CN Specimen sampling, transportation and compressive strength testing were performed 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 formed 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 formed 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 • l'lANNINC ENGIN[ERINC SLWVf\'INC IR\'INt LOS ANCELES RIVE!iSll)E SAN l)l[CO Al!IZON/\ 1.MVE 1-11\MM/\I{ LEX WILI.IM/\N /\LISA VIAll'ANDO D1\N SMITH l!1WMAIHIN CHUCK Ci\TER 'J 71l 7 W,1p les Street S,111 Diego, CA 92121 (B'i/11 55tH50ll PH (8511) 558-1414 F X www.Huns,1kcrSO.co111 lnfo@HllnsakerSD.com HUNSAKER &ASSOCIATES S ,\ N U I l (; ll. I N C, August 24, 2009 City of Carlsbad Engineering Department 1635 Faraday Avenue Carlsbad, CA 92008-7314 Re: Building Form Certification La Costa Greens Neighborhood 1.17 Carlsbad Tract 04-09/PUD 04-08A Drawing No. 429-2C Lots 35 through 44 Dear City Inspector: Please be advised the building foundation forms are in conformance with the precise grading plans as to horizontal and vertical location. All locations checked were found to be within 0.1 of a foot horizontally and vertically per the precise grading plans. Sincerely, Daniel P. sill L.S. 6854 Hunsaker & Associates San Diego, Inc. DS ~c. le, 10107\2009'1d'.J.~ docx WO orn7-268 !l-!2412009 2 Ii PM GEOCON INCORPORATED 6960 FLANDERS DRIVE -c~ GEO TECHNICAL CONSULT ANTS IEGO, CALIFORNIA 92121-297 4 ■ TEL 18581 558-6900 ■ FAX 18581 558-6159 iii FOUNDATION OBSERVATION REPORT PROJECT NAME : :J'h(.. G,<".~ ....... s ~JoJ--.,~5,,0 .... \ \3 LOCATION : Loi S :S ~ · Y-c. FOUNDATION LOCATION (if not entire building) PLAN FILE NO. PERMIT NOS : LoT~ fl'"\ -((1n-,.~.,,,, I PROJECT NO. C,Yo'? • S 2-2-t.. DATE : 112./ O~ '-ID ' > -, "? D ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : I...\\ -"10 ' 0 CONVENTIONAL '-\ l.. '1 'i', {/:l SUBSTANTIAL CONFORMANCE t;il:_ POST· TENSIONED • PURPOSE OF OBSERVATION ffi-Verify soil conditions exposed are similar to those anticipated D Verify footing excavations extend to minimum depth recommended in soil report D Verify foundation reinforcement complies with minimum recommended in soil report D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report i;;il. Verify footings have been extended to an appropriate bearing strata 0 Other • APPLICABLE SOIL REPORT : TITLE : U\µ,,.\.t ~.,\-c.,\., (2,;,po.,J. Vt\ l,, r.,,sf-~ • SOIL REPORT RECOMMENDATIONS BASED ON : 0 Expansion Condition O VERY LOW 0 LOW 0 MEDIUM -n G "-: ...... ~ \-.L\.13 DATE : 3' /1 0/c:t, 0 HIGH 0 VERY HIGH D Fill Geometry ------------------------------------- 0 Otper : --------------------------------------- • MINIMUM FOUNDATION RECOMMENDATIONS : ' r ,.-\ 1I 2J 11 <Lio C\-ll[.. D Footing Depth : D 12 Inches D 18 Inches 0 24 Inches . OTHER _____________ _ Footing Reinforcement: □ No.4 T&B D 2-No.4 T&B D 2-No .5 T&B. □ Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches D Post-Tensioned Slab Bedding Material and Thickness : _,:;~·,.1~v~~ _________ _ Vapor Barrier : ...,tJ'-·,...:..-;.::i.t ______ _ ., Foundation Width : --'-"'--..___~,...:~'--------------------------------- • OBSERVATIONS : D Substantial conformance with Soil Reports (see ·"Purpose of Observation") tj Substantial conformance with Foundation Plans,_ Identify : --------------------- □ Other • COMMENTS : 1 k>' .~) n ., • 0 ( I ... 1 o..,,....,.,:·10-UI'<>-1.1 ·· fno1,1 Yo ,. :. \. ? •'j,_0 .,l 'o~l ,. ,\ , ,_,,.....,) . .!. .. 1y t.,._ ~, k~·~ ._ ")· LN-D,,1_,c , __ )l o_:_, e✓-•' ,(,. 1.,,._,-rr~ ~Ou/ , I )('.~IT~ ASSUMED THAT All FOOTING EXCAVATIONS Will BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED CT AELD COPIES TO ON REPRESENTATIVE ffl Chi DI C1rl1blll -Flnal B1lldln1 IDSPICIIDD Dept: Buildin Plan Check#: lanning CMWD St Lite Fire Date: Permit#: CB073097 Permit Type: Project Name: TRIESTE PL 3: PHS 8, -2912SF L Sub Type: 428SF GAR/162SF DECK/162SF LOG/70SF PORCH Address: 1999 OLIVINE CT Lot: 39 Contact Person: Phone: Sewer Dist: LC Water Dist: CA .............................................................. , .......................................................................................... . Inspected A\l¼.A..t-e>~ - Date ~)14° By: C Inspected: Approved: Disapproved: ,,,..,.,, Inspected A Date ~IV3! By: c::=-I -,. Inspected: Approved: ,_-Disapproved: __ 7 I Inspected Date By: Inspected: Approved: Disapproved : __ ··························································································································································· Comments: ______________________________ _