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Home My WebLink About1972 MARCASITE PL; ; CB073039; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-17-2008 Residential Permit Permit No: CB073039 Building Inspection Request Line (760) 602-2725 Job Address: 1972 MARCASITE PL CBAD Permit Type: Parcel No: RESDNTL Sub Type: SFD Status: ISSUED 2132912800 Lot#: 64 Applied: 12/11/2007 Valuation: $276,432.00 Construction Type: VN Entered By: JMA Occupancy Group: 04/17/2008 Reference #: CT 04-09 Plan Approved: # Dwelling Units: Bedrooms: 1 Structure Type: SFD Issued: 04/17/2008 3 Bathrooms: 2 Inspect Area: Project Title: TRIESTE PL 1: PHS 5 -2448SF LV Orig PC#: PC 06-35 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Plan Check#: PC 07-75 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 $1,190.97 $0.00 $774.13 $0.00 ($61.93) $27.64 $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/0 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 $0.00 $225.00 $7,188.00 $3,618.63 $5,031.06 $0.00 $0.00 $0.00 $750.00 $0.00 $0.00 $217.00 $70.00 $67.50 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTAL PERMIT FEES $26,800.00 Total Fees: $26,800.00 Total Payments To Date: $26,800.00 Balance Due: Inspector: fV': ~ FINAL APP,OVAL Date: 1-zj 0 ~,o~ Clearance: ,:z -~ -Of', $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, of· 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 •nformation 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 -:1nd 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 h I Tl hi h f lim· h· h City of Carlsbad Bldg Inspection Request For: 12/08/2008 Permit# CB073039 Inspector Assignment: MC --- Title: TRIESTE PL 1: PHS 5 -2448SF LV Description: 474SF GAR/176SF DECK/173SF LOG/27SF PORCH Type: RESDNTL Sub Type: SFD Phone: 7604271926 Job Address: 1972 MARCASITE PL Suite: Lot: 64 Location: Inspector: f-./~ 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 Requested By: KYLE Entered By: JANEAN Act Comments ~ o ~ J!> tl-E'-L.-1:A-61:-~4~ + f:11 .. -1.-PA,'r"E--(A'r( A1" lf.l.£,. 'Fl).:-n.l/lE.S l>jt. ~ M-Mf..t:"At.-u~ 'f'.IJ>11-.Ud t>E.-'-At-P.'\ M5.~ ~AJE.l. ale.. Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsQection Histo[Y Date Description Act lnsp Comments 10/27/2008 39 Final Electrical AP MC EMR ONLY, OK TO RELEASE METER 08/22/2008 82 Drywall/Ext Lath/Gas Test AP PC 08/18/2008 16 Insulation AP MC 08/15/2008 16 Insulation co MC COMPLETE FRAME PICK UP 08/12/2008 84 Rough Combo AP MC MINOR PICK UP 07/25/2008 13 Shear Panels/HD's AP PD 07/23/2008 13 Shear Panels/HD's PA MC COMPLETE STRAPS & NAIL PLATES 07/01/2008 15 Roof/Reroof AP MC DBL CK BLOCKING AT AA2 TRUSS 05/27/2008 81 Underground Combo AP MC RECEIVED SOILS, PT & BLDG PLACEMENT REPORTS 05/23/2008 81 Underground Combo NS MC ROLL TO 5-27 05/15/2008 21 Underground/Under Floor AP MC 05/1512008 22 Sewer/Water Service AP MC a Chi DI C1rl1bld . -FIIII IUlldlng Inspection Dept: Build~ Planning CMWD St Lite Fire DEC -1 2008 J ~ Plan Check#: Permit#: Project Name: Address: Contact Person: PC 07-75 C8073039 TRIESTE PL 1: PHS 5 -2448SF LV 474SF GAR/176SF DECK/173SF LOG/27SF PORCH 1972 MARCASITE PL Phone: Sewer Dist: LC Water Dist: CA ' • I Date: Permit Type: Sub Type: Lot: 64 11/26/2008 RESDNTL SFD .......................................................................................................................................................... lnspecte~ ~ Date l! l eJ <-'</> Inspected: Approved: !>C.. Disapproved: __ By: ~ I 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) 77 5-5983 Concrete (4x8) Compressive Strength Test Report File Number: 0612215 Project Title: Trieste at La Costa Greens PTCC Phase: 5 Project Location: 1972 Marcasite Place Architect: n/a Engineer: Davidson Reinforcing Permit No: CB073039 Contractor: Warmington Location In Structure: Lot: 64 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 75 degrees F 353 CEN 0870535 LOT#64 5/28/2008 5/29/2008 6/2/2008 4.00 12.57 64530 5140 5 Days 4500 Plan File No: Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0870536 0870537 5/28/2008 5/28/2008 5/29/2008 5/29/2008 6/25/2008 6/25/2008 4.00 4.00 12.57 12.57 91290 94650 7270 7530 28 Days 28 Days 4500 4500 1 2 4.00 I 78 degrees F 116837 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 : ~ .--------------1/L-- Gordon T.M. Woodard RCE # 60481 ( .: G~OCON \~o o· · GEOTECHNICAL CONSULTANTS C'~~ ■ SAN DIEGO, CALIFORNIA 9 2121-297 4 ■ TEL 1858) 558-6900 ■ FAX 1858) 558-6 159 • I JNC ~lli PORA TED 6960 FLANDERS DRIVE FOUNDATION OBSERVATION REPORT PROJKT NAME : __ 7_-_,r-___ G_-_1_'<_,;:_·e_-,_...,_:,_~W~"'~··'-_· ~-·-·='--'-o_V-~---- LOCA TION : ---=L:c....::o_l_\ __ '-/_;;;;5_-_'--1....;_·_1'-+-J ___;:(a:__j'--/c._.:,_j .=.t_;;S;___ ___ _ PROJECT NO. o c,, ,h,3 -S" 2... -2 1.. DATE : __ s_-_z_1._--"'-~------ FOUNDATION LOCATION (if not entire building) -------------------------- PLAN FILE NO. PERMIT NOS : -J.5 ·. <..,-.c, l )o~(., '-I/,, : 77:,r,L/ </ 0 ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : ~7.' 7 304 D 0 J,ONVENTIONAL '/ ~ ·. 7 3 c ~ 7 ,(7POST-TENSIONED 'f 1,' 7so't I / E'.:] SUBSTANTIAL CONFORMANCE • PURPOSE OF OBSERVATION t-,,1, :f"G i;(verify soil conditions exposed are similar to those anticipated J!t. ~4. -6 t -;:-fl-· ~rify footing excavations extend to minimum depth recommended in soi repo'":'rt __ _.....___----. ____ __.. D Verify foundation reinforcement complies With minimum recommended in soil report D ~rify slab reinforcement, sand bedding and moisture barrier comply with minimum. ,recommended in soil report GYVerify footings have been extended to an appropriate bearing strata 0 Other • APPLICABLE SOIL REPORT : TITLE : v "' o A·, ~,. G-c. ~ ...-,,,. c ~ (2,.. r-·. ....., V. ~ I 17 • SO1':_,REPORT RECOMMENDATIONS BASED ON : Ql'Expansion Condition D VERY LOW ~w GrFill Geometry v c. I c ' '-'--- o r:.. L .(. o -s .. ~ DA TE : .3 -I ,J -<l (:, 0 HIGH 0 VERY HIGH D Other : __ __,,,C'-'-' -_, _/ _-___,,'j~._"---'-/-'-'-1 =~-'-'-r_-_-0:"---_·_'-j...i....a:5_1_0_'· /_. -=-{, ~5"---------- • MINIMUM FOUNDATION RECOMMENDATIONS : ~ooting Depth : &"d1 rkh~ ~ ~~~ D 24 Inches OTHER ____________ _ rs , Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B Gr'Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 D No.3@241nches D No.3@181nches C3"Post-Tensioned Slab Bedding Material and Thickness : ___________ _ Vapor Barrier : Foundation Width : ----~1 _·z_-~f"'l_,.__J ________________________ _ • OBSERVATIONS : Gi-'iubstantial conformance with Soil Reports (see "Purpose of Observation") ~bstantial conformance with Foundation Plans. Identify : / -r /::>...,.,_:, 13-../ 0.~ .,,, i t,.J #:-4-Q(o"'5 • COMM~-------------------------------------,/ ________________ _ ·-·-· TE: IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will Bf a EANfD Of LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOil MOISTURE CONTENT Will BE MAINTAINED //7--iJC'c)~ ;:1--s s-2- FIELD COPIES TO . GEOCON REPRESENTATIVE l'IHT • Jt:, • .C:::t:n::1t:li ';f; "f:>Hl'I WHl•Wlll'll.:, I Vl'l-::,Hl"I 1J11:.l..:IV PWINING ENGINEERING SUAVEYINC HUNSAKER &ASSOCIATES S A N O I C C n. I N r .. IRVINE LOS ANGELES May 14• 200B RIVERSIDE SAN DlfCO ARIZONA 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 45 through 49 and 64 through 71 Dear City Inspector: NU.b\::'.I( r',C:./C. Please be advised the building foundation forms ;ire 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, CAVE HAMMAR LEX WILLIMAN ALIS/\ VIALPANDO DAN SMITH RAY MARTIN CHUC!< CATEft ,:,,o, waple, S1tet1 S,1r.Oi1•~n,CA 92121 (MIU 55~.iClO 11H ff\f'inl55i\,Ul4FX www.Huns~l(r.,S0.com 11,fn@Hu11$.ikrrSC.cnm a..~ Daniel P. Smith LS. 6854 Hunsaker & Associates San Diego, Inc. Tk kc ~,\Q\O~GU\121 ao~• "'o 010T·~ltl ill412QOI ID 11-'M ,.~QVTHE~.,CALIFQRN,IA SOIL & TESTIN,G, INC. 6Q80 RIVERDALE STREET, SAN D!EGO, CA192!2d • Phone (6l9) 280-4321 Fax (619) 280-4717 .... 83-740 CITRUS AVENUE, SUITE G, INDIO, CA 92201 • Phone (760) 775-5983 Falt (760) 775-8362 r,.. ~ . . . .. 82205 SCS&T FILE ~O.· (2(elZZIS' P.O. NO._· _________ _ PL · 'NC ' , PAGE I ' OF. :/ ' FIEW INSPECTION REPORT FOR: 0 REINFORCED CONCRETE · 0 REINFORCED MASONRY O WELDING O FIREPROOFING ' I, □ ROOFING/ WA'TERPROOFING j)a P.T. CONCRETE'/ STRE~S □ EPOXY ANCHOR'S □ H.S. BOUING □ --- PHASE#: .r DSA FILE NO.: ,'i : :uao I hereby ceitlty that I have lnSpec•led'the apove reported wprlt · Unless 1710!09 olhe/wlse, the WOii< inspected Is to the best of my knowledge In compliance with the apProved plans,' specifications and applicable sections of th(;! governing building Jaws. ' ' ~ti ' ' lnspectqr Initials•' . • ~, " I\ • ~., , . .,1 • ;,, ,. DSA t hereby certify that I hove Inspected the above reported work In accordance with the · ' requirements of DSA approved documents. Sampling and testing were conducted In• occotcfonce with tt:i1neqµlrements of the DSA approved documents: The WQrlc,l~ted complies with the DSA approved documents, ' ' · DSA N'P. NO.: SCS&I 205 REV 2/06