The URL can be used to link to this page

Home My WebLink About1931 MARCASITE PL; ; CB073064; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-26-2008 Residential Permit Permit No: CB073064 Job Address: Permit Type: Parcel No: Valuation: Building Inspection Request Line (760) 602-2725 1931 MARCASITE PL CBAD RESDNTL Sub Type: Lot#: 2132922700 $300,348.00 Construction Type: SFD 59 VN Status: Applied: Entered By: ISSUED 12/12/2007 JMA Occupancy Group: 06/26/2008 Reference#: CT 04-09 Plan Approved: # Dwelling Units: Structure Type: SFD _Issued: 06/26/2008 Bedrooms: 4 Bathrooms: 4 Inspect Area: Project Title: TRIESTE PL 3: PHS 6-2742SF LV Orig PC#: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH Plan Check#: PC 06-35 PC07-76 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 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 $1,271.61 $0.00 $826.55 $0.00 ($66.12) $30.03 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $7,702.00 D1 $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 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: $27,391.53 Total Payments To Date: $27,391.53 Balance Due: FINAL APPROVAL $0.00 $225.00 $7,188.00 $3,618.63 $5,466.33 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $252.00 $60.00 $67.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27,391.53 $0.00 Inspector: M ~ Date: o'-Clearance: 4-:p...O'\ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations. or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. lf you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other require<.: information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water .=-!nd sewer connection fees and capactty changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any City of Carlsbad Bldg Inspection Request For: 06/19/2009 Permit# CB073064 Inspector Assignment: MC --- Title: TRIESTE PL 3: PHS 6-2742SF LV Description: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH Type: RESDNTL Sub Type: SFD Phone: 7608818240 Job Address: 1931 MARCASITE PL Suite: Lot: 59 Inspector: fyll. Location: -~--- APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 19 29 39 Final Structural Final Plumbing Final Electrical 49 Final Mechanical Requested By: KYLE ISBELL Entered By: CHRISTINE Act · Comments _tL ---=O-'=IL,=-~---'--"'--'¢.L=;"'-"". (=,~e::46=E-;""--'~=A:.::~:.__icM$-=r(JuE.e(l,=---- yL.u~ H. It jqU,-'"" ~--r"~ ~It.. Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns~ection Histo!Y Date Description Act lnsp Comments 06/15/2009 89 Final Combo co MC CK KITCHEN, ELECTRICAL SHORT 05/07/2009 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE 03/26/2009 23 Gas/Test/Repairs AP MC 03/25/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY, DBL, CK UNDER STAIR 03/25/2009 18 Exterior Lath/Drywall AP MC 03/25/2009 23 Gas/Test/Repairs NR MC RE-TEST 03/24/2009 82 Drywall/Ext Lath/Gas Test NR MC NO SUPER ON SITE 03/23/2009 17 Interior Lath/Drywall co MC SCRAP OUT 03/23/2009 18 Exterior Lath/Drywall co MC 03/23/2009 23 Gas/Test/Repairs co MC PROVIDE TEST 03/16/2009 16 Insulation NR MC COMPLETE PICK UP 03/16/2009 16 Insulation AP MC SECOND STOP, PICK UP COMPLETE 03/13/2009 16 Insulation PA MC COMPLETE PICK UP City of Carlsbad Bldg Inspection Request For: 05/07/2009 Permit# CB073064 Inspector Assignment: MC --- Title: TRIESTE PL 3: PHS 6-2742SF LV Description: 598SF GAR/162SF DECK/162SF LOG/70SF PORCH Type: RESDNTL Sub Type: SFD Phone: 7608818240 Job Address: 1931 MARCASITE PL Suite: Location: Lot: 59 Inspector: _ __,M'--_t,,._ APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 39 Final Electrical Act Comments Requested By: KYLE Entered By: JANEAN k ~ t>N)µ() CIC,, ,:o \Z..~'-G.Mt:. H,e.-r1=,~ -------- Comments/Notices/Holds Associated PC Rs/CVs Original PC# PC 06-35 lns12ection Histoiy Date Description Act lnsp Comments 03/26/2009 23 GasfTest/Repairs AP MC 03/25/2009 17 Interior Lath/Drywall PA MC DRYWALL ONLY, DBL. CK UNDER STAIR 03/25/2009 18 Exterior Lath/Drywall AP MC 03/25/2009 23 Gas/Test/Repairs NR MC RE-TEST 03/24/2009 82 Drywall/Ext Lath/Gas Test NR MC NO SUPER ON SITE 03/23/2009 17 Interior Lath/Drywall co MC SCRAP OUT 03/23/2009 18 Exterior Lath/Drywall co MC 03/23/2009 23 GasfTest/Repairs co MC PROVIDE TEST 03/16/2009 16 Insulation NR MC COMPLETE PICK UP 03/16/2009 16 Insulation AP MC SECOND STOP, PICK UP COMPLETE 03/13/2009 16 Insulation PA MC COMPLETE PICK UP 03/12/2009 16 Insulation NR MC PER CONTRACTOR AFTER STOP 03/10/2009 16 Insulation NR MC COMPLETE INSTALLATION 03/05/2009 84 Rough Combo AP MC MINOR PICK UP 03/03/2009 84 Rough Combo co MC COMPLETE ALL TRADES 02/18/2009 13 Shear Panels/HD's AP MC 02/17/2009 13 Shear Panels/HD's NR MC COMPLETE NAIL PLATING 02/12/2009 13 Shear Panels/HD's co MC 01/14/2009 15 Roof/Reroof AP MC -.,_) 1 < I I I I I I I I I m CltJ DI Clrllbld -,Flnal Bulldlna IDSPICIIOD Dept: Building Engineering Planning CMWD St Lite Fire Plan Check#: Permit#: Project Name: Address: Contact Person: Sewer Dist: PC0?-76 CB073064 TRIESTE PL 3: PHS 6-2742SF LV 598SF GAR/162SF DECK/162SF LOG/70SF PORCH 1931 MARCASITE PL Phone: LC Water Dist: CA Date: Permit Type: Sub Type: Lot: 59 05/14/2009 RESDNTL SFD J h 2 0 .......................................................................................................................................................... Inspected l:Mkc2'> Date ~/rs(Q°r By: C Inspected: Approved: Disapproved:~ Inspected Date Approved: --6'sapproved: __ By: Inspected: s('Ml{rA Inspected Date By: Inspected: Approved: Disapproved: __ Comments: _____________________________ _ ;,1; '.;OIL & 1 tS TING. INC Ir. ~ ..; •I. (.) z (! w ;: 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 ::, 0 <I) 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: 6 Project Location: 1931 Marcasite Place Architect: William Hezmalhalch Engineer: Davidson Reinforcing Contractor: Warmington Location In Structure: Lot: 59 Right Rear Slab on Grade Material Supplier: Superior Mix Designation: 375p Admixture(s): n/a 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 50 minutes 68 degrees F 025 JB 0879682 LOT59 11/7/2008 11/8/2008 11/17/2008 4.00 12.57 58,600 4660 10 Days 4500 Permit No: Plan File No: CB73064 Carlsbad Slump inches: (ASTM Cl 43) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0879683 0879684 11/7/2008 11/7/2008 11/8/2008 11/8/2008 12/5/2008 12/5/2008 4.00 4.00 12.57 12.57 73,770 72,160 5870 5740 28 Days 28 Days 4500 4500 1 1 4.25 I 72 degrees F 133153 CN DH 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: (1) City of Carlsbad -Building Inspection Department (1) Warmington Homes California Reviewed By: ~ ~-z---r Gordon T.M. Woodard RCE # 60481 ., . • l'll\NNINC; HUNSAKER &ASSOCIATES S /\ N I• I I ti II, I r,,I \, ENGiNEE"Nc October 31, 2008 ~llllVtY1N1; IININt ,m ,,N~FI F$ City of Carlsbad . "v' ""'"· 1635 Faraday Avenue ,,ANllll(.(.lc rl b d CA 92008-7314 /\k(/.UNA a $ a ' I.EX WllLIMAN /\ll~I\ VlALl'ANUlJ !JAN SMITH 1./\YMAtHIN 0-ll JC!< C 1\11 I~ '.1707 w~~/,., .:.1r1.:c1 ;.;,111 ll1q:11, Cl\ '!,!I ;•1 (1'1'il1J 55t!-450tl l'H Ul1il\l !i~/1-1•1 HI)( www.Hun~,1kcrSO .1·, "" lnl 1,~0l·lo , 11~.ilt!rSI l .,:1111 , LOO/LOOli!) Attention- Regarding Reference: District Grading Inspector Civil Engineer's Certification of Final Grading Project Drawing No: Lots La Costa Greens Neighborho :id 1.17 429-2C 50 through 63 Pursuant to Section 11.06.170 of the Carlsbad Municipal C :ode, I hereby state in my professional opinion all work incorporated in the gradin11 and drainage plans. authorized under the grading permit to include grading, dra 11age and construction of appurtenant structures, has been constructud to the lines and grades in substantial conformance with the approved plans and any approved revisions thereto. I further state that the embankment and cut slopes as sho-., 11 on the approved grading plans have been placed at their proper line and grade. Respectfully submitted, as Jossv pue ,aiesunH DIS~~ k 1U1U'/\]0~1!11}~0 \/ur.• ..,(P o,o~JQM I0/:tl/20094'2UA"1 ~L~LB,,8,81 XV1 ,~ LZ BOOZ/0£/01 .. GEOCON INC OR PO RATE0D• a.,,_ • ! . ,· ' FOUNDATION LOCATION ('f t f b ·1d· l 1 no en ire UI lnQ ~ PLAN FILE NO. PERMIT NOS : l, I ~'I PROJECT NO. Ot;/~3 -GZ.. 2&., DATE : Jl/;/o ~ Pu ... '~ ;It-C.. (3 C T:iC; ~ 5!, ( 6"11 '30 ~<& 0 ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : 5<, cu 0~ 3Q~1 I 0 CONVENTIONAL n c~ a :so 'Pl( SUBSTANTIAL CONFORMANCE 'jlJ' POST-TENSIONED , I si ,V ,3t! 3(J?'t t:<; ,..,., a-:1. ~l\ f . • _ PUj.POSE OF OBSERVATION 'll('verify soil conditions exposed are similar to those anticipated llf(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 ~ Verify footings have been extended to an appropriate bearing strata 0 Other • SOIL REPORT RECOMMENDATIONS BASED ON : !( Expansion Condition O VERY LOW O LOW )I MEDIUM O HIGH O VERY HIGH ~Fill Geometry -~~------------------------------- IX} Other : _ LJ s sy -SlP C.,ff ::n:. 1 LrJs s1-s 'l L A(J( ... • MINIMUM FOUNDATION RECOMMENDATIONS: ~ Footing Depth : 0 12 Inches ~ 1f i ,..-~s [)t' 241~1JC OTHER __________ _ Footing Reinforcement: 0 No.4 T&B O 2-No.4 T&B O 2-No.5 T&B O Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 D No.3@241nches D No.3@181nches D Post-Tensioned Slab Bedding Material and Thickness : -------~----Vapor Barrier : Foundation Width : -;-+-<--~~::--::;-: -tJ.H~-.i~'._!;~1:~~(---1cii c(r.---------- • OBSERVATIONS : ~J ubstantial conformance with Soil Reports (see "Purpose of Observation") ~ Substantial conformance with Foundation Plans. Identify : -4-rr_._~P~IJo'l,0z..n.$+--'1""'1...,_, _ _.Tho:::..:...,..J_,.Ju.,s~o~('.)4-,,,1-< _1....,0/L-1_,P/._q'-'("'ff'---- . Jo~+ :i,.o<o::, I □ Other • COMMENTS : -.,,.~------------------------------ IS ASSUMfD THAT All FOOTING EXCAVATIONS Will BE QEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT TH: SOIL MOISTURE CONTENT Will BE MAINTAINED AELD CO IES TO