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Home My WebLink About1971 MARCASITE PL; ; CB073041; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-17-200f! Residential Permit Permit No: CB073041 Job Address: Permit Type: Parcel No: Valuation: Building Inspection Request Line (760) 602-2725 1971 MARCASITE PL CBAD RESDNTL Sub Type: SFD Status: 2132912100 Lot#: 49 Applied: $314,169.24 Construction Type: Entered By: ISSUED 12/11/2007 JMA Occupancy Group: 04/17/2008 Reference #: VN CT04-09 Plan Approved: # Dwelling Units: Bedrooms: Structure Type: SFD Issued: 04/17/2008 4 Bathrooms: 4 Inspect Area: TRIESTE PL 2: PHS 5 2745SF LV, Orig PC#: PC 06-35 Project Title: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO 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 $1,318.65 $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 $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: $27,733.13 Total Payments To Date: $27,733.13 Balance Due: $0.00 $225.00 $7,188.00 $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 $27,733.13 $0.00 Inspector: flll. ~ Date: Clearance: ,>,,-':!,-of, 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 fee:,/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 whi Tl h' i 1 n h Inspection List Permit#: CB073041 Type: RESDNTL SFD TRIESTE PL 2: PHS 5 2745SF LV, 639SF GAR/110SF DECK/138SF LOG/120S Date Inspection Item lnsp~cto_r Act Comments 12/04/2008 89 Final Combo MC Fl OK TO RELASE GAS -FILL DATE TAGS AT FIXTURES OK, NON METALLIC PIPING DECAL AT PANEL OK 12/04/2008 89 Final Combo RI 10/24/2008 39 Final Electrical MC AP EMR only, ok to release meter 10/2212008 39 Final Electrical MC CA PER CONTRACTOR 0910512008 17 Interior Lath/Drywall PC AP 0812012008 17 Interior Lath/Drywall MC PA DRYWALL ONLY 08/2012008 18 Exterior Lath/Drywall MC AP 0812012008 23 Gas/Test/Repairs MC AP 0811312008 16 Insulation MC AP 0811212008 16 Insulation MC co COMPLETE ALL WORK 0810812008 14 Frame/Steel/Bolting/Weldin PC AP 0712512008 13 Shear Panels/HD's PD AP 0712312008 13 Shear Panels/HD's MC NR NEED EXT. FIREPLACE 0712112008 13 Shear Panels/HD's MC PA COMPLETE EXT. FIREPLACE 0710112008 15 Roof/Reroof MC AP 05127/2008 81 Underground Combo MC AP RECEIVED SOILS, PT & BLDG PLACE REPORTS 0512312008 81 Underground Combo MC NS ROOL TO 5-27 0511512008 22 Sewer/Water Service MC AP FIRE SPRINKLER LINE OK 0511412008 21 Underground/Under Floor MC AP 0511412008 22 Sewer/Water Service MC PA NEED FIRE SPRINKLER LINE Thursday, December 04, 2008 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 12/04/2008 '"' Permit# CB073041 Inspector Assignment: MC Title: TRIESTE PL 2: PHS 5 2745SF LV, Description: 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103SF PATIO Type: RESDNTL Sub Type: SFD --- Phone: 7604271926 Job Address: 1971 MARCASITE PL Suite: Lot: 49 Inspector: -~M_e, __ Location: APPLICANT WARMINGTON HOMES Owner: WARMINGTON TRIESTE ASSOCIATES LP Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ----··---· Requested By: KYLE ISBELL Entered By: CHRISTINE Act Comments .£L Ok'.,. j"b :g..§1.-t;.A~ hM, t ~ PA-:$--f"A4~ Ar Fl'x'II-\~ or-,. Nol\l-MEt"At..YL.. f"( PJ,,l.t::i t:>~At. AT PAN£1-o /£.. .;--- Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lns(lection HistQ[l! Date Description Act lnsp Comments 10/24/2008 39 Final Electrical AP MC EMR only, ok to release meter 10/22/2008 39 Final Electrical CA MC PER CONTRACTOR 09/05/2008 17 Interior Lath/Drywall AP PC 08/20/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/20/2008 18 Exterior Lath/Drywall AP MC 08/20/2008 23 Gas/fest/Repairs AP MC 08/13/2008 16 Insulation AP MC 08/12/2008 16 Insulation co MC COMPLETE ALL WORK 08/08/2008 14 Frame/Steel/Bolting/Welding AP PC 07/25/2008 13 Shear Panels/HD's AP PD 07/23/2008 13 Shear Panels/HD's NR MC NEED EXT. FIREPLACE 07/21/2008 13 Shear Panels/HD's PA MC COMPLETE EXT. FIREPLACE 07/01/2008 15 Roof/Reroof AP MC , CltJ DI Clrllbld ~ '; Flnal Bulldlll IISPICdOI -"'I'-· • DEC -1 2008 Dept: Buildi Plan Check#: Pia ning CMWD St Lite Fire Date: 11/26/2008 Permit#: 41 Permit Type: RESDNTL Project Name: TRIESTE PL 2: PHS 5 2745SF LV, Sub Type: SFD 639SF GAR/110SF DECK/138SF LOG/120SF PORCH/103 Address: Contact Person: Sewer Dist: 1971 MARCASITE PL Phone: LC Water Dist: CA Lot: 49 .......................................................................................................................................................... Inspected ~.$ Date t1f1s[d& By: f2oJ:& Inspected: Approved: )< Disapproved: __ I Inspected Date By: Inspected: Approved: Disapproved: __ In spected Date By: Inspected: Approved: Disapproved: __ ........................................................................................................................................................... Comments: ______________________________ _ ' I &EOCON ~o-o · \ 'Iii I• , ~EOT~HNICAL CONSULTANTS C'~ INCORPORATED 6960 FLANDERS DRIVE ■ SAN DIEGO, CALIFORNIA 92121-2974 ■ TEL (858) 558-6900 ■ FAX (858) 558-6159 ., FOUNDATION OBSERVATION REPORT PROJECT NAME: _7-'----~_C:=:i'--"-2--'e:""'E=-,._,----'-:,_•_..,_\N-'----'.,"--"-'-=-~""'--•c..:'-=l-.;_'-=o'-V:-"-----PROJECT NO. ow'k3 -S-2. -2~ LOCA TION : ---=L'-"'-r_, __ '-/_c;,_5_-_'-f-'---'1'-+-; ---"~"---',_,/_j::,.....::..&...;::5'" ____ _ DATE : __ s_-_2_1._._-_::i_'S ____ _ FOUNDATION LOCATION lif not entire building) PLAN FILE NO. PERMIT NOS : '-/.5 ·. <-,., "' l} o !, t., 1-11o : 73r'-/ •I FOUNDATION TYPE : 'f7." 73.:;4 D 0 .faONVENTIONAL 1/ J ·. 7 3 ~ :'.> 7 Q"POST-TENSIONED tf 1: 73,:,•t I 6 s: 73 a '--/ □ ADDITIONAL OBSERVATION REQUIRED ~BST ANTIAL CONFORMANCE • PURPOSE Of OBSERVATION (2. -b Q'verify soil conditions exposed are similar to those anticipated MA C.A, ~ L W, ,_r &.---' ~erify footing excavations extend to minimum depth recommended in soil report □ Verify foundation reinforcement complies with minimum recommended in soil report □ '?rify slab reinforcement, sand bedding and moisture barrier comply with minimum .. recommended in soil report ~Verify footings have been extended to an appropriate bearing strata D Other e APPLICABLE SOIL REPORT : TITLE : l...J p, 0 A ·1 ~::. G C ~ ..... ,::-(: , B -, , -' V. ,_ ;:_ "=-G & "'" ,.,. c-i s. /· , 7 • SOll:,,Rf PORT RECOMMENDATIONS BASED ON : Q"Expansion Condition D VERY LOW Ga"Fill Geometry v c. I c: ' '-'- □ Other : G 1 I · 1~-'-I J ~ r • MINIMUM FOUNDATION RECOMMENDATIONS: ~ow -rL-. '-/ 5 / @"'MEDIUM l .. , · l 5 I ,;:,r. LA Le::.'$~~ DA TE : .3 -' ,.J -Cl Q □ HIGH □ VERY HIGH ~ooting Depth : 5Yd4rfc~ ~ ~~~ □ 24 Inches OTHER ____________ _ rs .. Footing Reinforcement: □ No.4 T&B □ 2-No.4 T&B □ 2-No.5 T&B Gr'Post-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 □ 6x6-6/6 D No.3@24Inches D No.3@18Inches B"Post-Tensioned Slab Bedding Material and Thickness : ____________ Vapor Barrier : Foundation Width : 1 ·.z · · ,,... r-.J • OBSERVATIONS: Gr"Substantial conformance with Soil Reports (see "Purpose of Observation") ~~bstantial conformance with Foundation Plans. Identify : I -r 1;;,-•~ J l3 'I 0., ~ •,· · · c ,.J J,.t:;. :?...OCo-S □ Otb~r. ,,. • COMME3 ------------------------------( ---,. ____ ,, __ -/;--------------- / . \,_ __ TE: IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE OEANED Of LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOil MOISTURE CONTENT Will BE MAINTAINED FIELD COPIES TO · GEOCON REPRESENTATIVE ; . l'IHY. lb.C:::1:::11:::Jt::t 'jl; 'f:>Hl'I J.',IHl'(l'l11'1bl Ul'1-0Hl'1 LJlt.~V NU.b\1( .I PLANNING ENGINEERING SURVEYING HUNSAKER &ASSOCIATES S "' N D I t C Cl. l N (. IRVINE LOS AN CELE! May 14, 2008 RIVERSIDE SAN Dl!CO ARIZONA OAVEHAMMAf\ LEX WILLIMAr,,I ALISA VIALPANDO DANS!,IITH RAY M,\ICTIN CHUCl(C/\TE~ !),a, WAplel Slfl!'itl S,1n Oi1•,:n, CA 921.11 lflr,n) !i5ft-4J(I() IIH mr;ni S!iA-1-114 F)( www.Hun,~kNS0.et)tfl •*wlHUll.(.lkrrSO.cnrn 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: 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, Daniel P. Smith L.S. 6854 Hunsaker & Associates San Diego, Inc. TK ~I i,.,\OlC712QQ~'c!2l CIOU '"D 0101·~111 .llt,110110 11 I\M ';,.· .,,.. 'FIX PAGE ' .. 'D REINFORCED MASONRY . □ ~LDING . ' ., • 'I. ' '-;''• '\ '' ·~:·,•, ' '' I ' igJ P.T. CONCRETE l STRESS • D EPOX'( ANCHO~S D 'H.S. BOLTING ~ ' I.KJ 1 L,.p"~ , . .. DSAAPP,NO.: <f '-,i 111 ,~. II : ... !INf, 11-lC & . n ~ ..:; ,,. t) z "-UJ t 0 ,r, Southern California Soil and Testing, Inc. , 6.280 Riverdale Street, San Diego, CA 92120 (619) 280-4321 P.O. Box 600627, San Diego, CA 92160-0627 83-7 40 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760) 77 5-5983 Concrete (4x8) Compressive Str e ngth Test Report File Number : 061 2215 Project Title: Trieste at La Costa Greens PTCC Phase: 5 Project Location: rn11 Marcasite Pace Architect: n/a Engineer: Davidson Reinforcing Permit No: CB073091 Contractor: Warmington Plan File No: Location In Structure: Lot: 49 Slab on Grade -Southeast Quad 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 62 minutes 72 degrees F 010 CEN 0870532 LOT#49 5/28/2008 5/29/2008 6/2/2008 4.00 12.57 57020 4540 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0870533 0870534 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 85300 85310 6790 6790 28 Days 28 Days 4500 4500 2 2 5.00 I 72 degrees F 116807 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 Hornes California Reviewed By: ~---~-~-- -Gordon T.M. W/odard RCE # 60481