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HomeMy WebLinkAbout1979 MARCASITE PL; ; CB073040; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-·l~-2008 Residential Permit Permit No: CB073040 Job Address: Permit Type: Parcel No: Valuation: Building Inspection Request Line (760) 602-2725 1979 MARCASITE PL CBAD RESDNTL Sub Type: Lot#: 2132911900 $314,169.24 Construction Type: SFD 47 VN Status: Applied: Entered By: ISSUED 12/11/2007 JMA Occupancy Group: 04/17/2008 Reference #: CT 04-09 Plan Approved: # Dwelling Units: Structure Type: SFD Issued: 04/17/2008 Bedrooms: 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 STD #2 Fee STD #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: Inspector: VIA. ~ Cleamnce: $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 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. You are hereby FURTHER NOTIFIED that your right lo 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 f h whi flimi i til!U"-""l!Wi"-"l!!m!ll.lllSl!!ll!ll~--' m m City of Carlsbad Bldg Inspection Request For: 12/04/2008 Permit# CB073040 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: 1979 MARCASITE PL Suite: Lot: 47 Inspector: /v( ~ 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 --~----------- Act Comments · Requested By: KYLE ISBELL Entered By: CHRISTINE .E_L o~ ::(b -e,G,t~A~tc:.. bAS Eti.-t.-O,il<t'i:: ::rA-'2~ Jf.f" :F l'><''T"ueE,:; o~ ~ ~ ·:M:E-i""itf+lt:., -PtP1J~~ A,-r 'P.tl~ o~ / Comments/Notices/Holds Associated PCRs/CVs Original PC# PC 06-35 lnsgection Histo!)' 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 08/18/2008 17 Interior Lath/Drywall PA MC DRYWALL ONLY 08/18/2008 18 Exterior Lath/Drywall AP MC 08/18/2008 23 GasfTesURepairs AP MC 08/15/2008 82 Drywall/Ext Lath/Gas Test NR MC COMPLETE ALL TRADES 08/11/2008 16 Insulation AP MC 08/07/2008 84 Rough Combo AP MC 07/25/2008 13 Shear Panels/HD's AP PD 07/21/2008 13 Shear Panels/HD's PA MC COMPLETE EXT. FIREPLACE, HOLD DOWNS@ DINING & FAMILY 06/27/2008 15 Roof/Reroof AP PC 05/22/2008 11 Ftg/Foundation/Piers AP MC RECEIVED SOILS,PT&BLDG. PLACEMENT REPORTS Inspection List Permit#: CB073040 Type: RESDNTL SFD TRIESTE PL 2: PHS 5 2745SF LV, 639SF GAR/110SF DECK/138SF LOG/120S Date Inspection Item lnspec_tor Act Comments 12/04/2008 89 Final Combo RI 12/04/2008 89 Final Combo MC Fl OK TO RELEASE GAS, FILL DATE TAGS AT FIXTURES OK -NON METALLIC PIPING DECAL AT PANEL OK 10/24/2008 39 Final Electrical MC AP EMR only, ok to release meter 10/22/2008 39 Final Electrical MC CA PER CONTRACTOR 09/05/2008 17 Interior Lath/Drywall PC AP 08/18/2008 17 Interior Lath/Drywall MC PA DRYWALL ONLY 08/18/2008 18 Exterior Lath/Drywall MC AP 08/18/2008 23 Gas/TesURepairs MC AP 08/15/2008 82 Drywall/Ext Lath/Gas Test MC NR COMPLETE ALL TRADES 08/11/2008 16 Insulation MC AP 08/07/2008 84 Rough Combo MC AP 07/25/2008 13 Shear Panels/HD's PD AP 07/21/2008 13 Shear Panels/HD's MC PA COMPLETE EXT. FIREPLACE, HOLD DOWNS@ DINING & FAMILY 06/27/2008 15 Roof/Re roof PC AP 05/22/2008 11 Fig/Foundation/Piers MC AP RECEIVED SOILS,PT&BLDG. PLACEMENT REPORTS 05/22/2008 12 Steel/Bond Beam MC AP 05/22/2008 21 Underground/Under Floor MC AP 05/22/2008 31 Underground/Conduit-Wirin MC AP UFERGRNDOK 05/14/2008 21 Underground/Under Floor MC AP 05/14/2008 22 Sewer/Water Service MC AP 05/13/2008 21 Underground/Under Floor MC NR PER CONTRACTOR AFTER STOP 05/12/2008 21 Underground/Under Floor MC PA WASTE ONLY 05/12/2008 22 Sewer/Water Service MC NR Thursday, December 04, 2008 Page 1 of 1 Plan Check#: Permit#: Project Name: Address: Contact Person: Sewer Dist: \ DEC -1 2008 g Planning CMWD St Lite Fire Date: 11 /26/2008 CB073040 TRIESTE PL 2: PHS 5 2745SF LV, 639SF GAR/11 0SF DECK/138SF LOG/120S F PORCH/103 1979 MARCASITE PL Phone: LC Water Dist: CA Lot: Permit Type: RESDNTL Sub Type: SFD 47 .......................................................................................................................................................... Inspected AMI-Os Date ,1lu:l,s By: <2odo Inspected: Approved: x_ Disapproved: __ 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 83-7 40 Citrus Avenue, Suite G, Indio, CA 92201-3438 (760) 77 5-5983 Concrete (4x8) Compressive Strength Test Report File Number: 061 2215 Project Title: Trieste at La Costa Greens PTCC Phase : 5 Project Location: rn79 Marcasite Place Architect: William Hezmalhalch Engineer: Martin Permit No: CB07-3040 Contractor: Warmington Plan File No: Location In Structure: Lot: 47 Northeast Corner of Slab Material Supplier: Superior Mix Designation: 375p Admixture(s): Pozzolan 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 102 minutes 57 degrees F 654 JG 0870314 47 5/23/2008 5/24/2008 5/28/2008 4.00 12.57 56120 4470 5 Days 4500 Slump inches: (ASTM C143) Unit Weight Plastic/Dry, pcf: (ASTM C138/C567) Concrete Temp: (ASTM C1064) Ticket Number: Samples Tested By: 0870315 0870316 5/23/2008 5/23/2008 5/24/2008 5/24/2008 6/20/2008 6/20/2008 4.00 4.00 12.57 12.57 80460 83320 6400 6630 28 Days 28 Days 4500 4500 1 2 5.00 I 75 degrees F 116510 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: (1) City of Carlsbad -Building Inspection Department (1) Warmington Homes California Gordon T.M. Woo<Jard RCE # 60481 GEOCON I<NC0R,P0RATED 6960 FLANDERS DRIVE .·\-0 o . c~ GEOT~HNICAL CONSULTANTS ~~ ■ SAN DIEGO, CALIFORt-t!A 92121-297 4 ■ TEL 1858) 558-6900 ■ FAX 1858) 558-6159 • FOUNDATION OBSERVATION REPORT PROJECT NAME: __ 7_-_• r.:_"~C:~--._.z~i::-'>£_,-,_!._·_W~-'"'cc.....c''-::...~-'-'-'-' ~=-'cc.·---''-c.c...,-'V-..__ ___ _ PROJECT NO. o u,1~3 -S-2. -;u..,. LOCATION : --'-L_0_, _~ __ '-1_5_-_'-+~o/.__,_. ---=~'-':f__,__,:/---'t.,'-$" ____ _ , DATE : __ s_-_2_2 _-_"'::...s> ____ _ FOUNDATION LOCATION (if n t entire building) 0 PLAN FILE NO. . PERMIT NOS: (,'-/: 73b::,' '-/:S . (. •:,,O l ] 0 ~ (,, '-ft,,; 7 -y~•~1 ll D ADDITIONAL OBSERVATION REQUIRED FOUNDATION TYPE : ~-7 . {y S : ]3 c.> ... ,: 7~01l lJ ~NVENTIONAL 1/ /J ·. 73o'.3>7 E".f;~BST ANTI AL CONFORMANCE ST· TENSIONED 41: 730 '11 • PURPOSE OF OBSERVATION g"\lerify soil conditions exposed are similar to those anticipated i;:vv'erify footing excavations extend to minimum depth recommended in soil report 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 Gt'verify footings have been extended to an appropriate bearing strata 0 Other • APPLICABLE SOIL REPORT : TITLE : --'I...J=-.:.j_"' ::.0_4_,_"'-::.· __;C:i::::-,_,~c::....:.~..:.T'"...:~:....:,.(·c.:::· .... '--..:.(8,.-=-~'---'-· -= ..... ,...· -'v:'--. ='-...:.•_s,.,·~,._c'-. --=L,,.=__,,C.=oc.::-s,...~:...:-4-:.__ T, ta G ,v= ""N :s. / · / 7 DATE : .3 -":, -~ o • SOll..,,REPORT RECOMMENDATIONS BASED ON : g/Expansion Condition D VERY LOW gr(ow ~EDIUM 0 HIGH 0 VERY HIGH Ga'Fill Geometry v c.. I c ' '-'-- □ Other : C ' / · '-/..6-'-I 1 ~ -r -rr.. .. "---/5 l (A vf . {, 5 • MINIMUM FOUNDATION RECOMMENDATIONS : ~ooting Depth : Gr12'4rfch{s QYtR 't;~t,Ts" 0 24 Inches OTHER 1"'5 -------------- Footing Reinforcement: D No.4 T&B D 2-No.4 T&B D 2-No.5 T&B Gt1>ost-Tensioned OTHER : _____ _ Interior Slab Reinforcement : D 6x6-10/10 D 6x6-6/6 D No.3@24Inches D No.3@18Inches ifpost-Tensioned Slab Bedding Material and Thickness : -------------Vapor Barrier : Foundation Width : -------'1-'z=-·-· _,f"lc..:..•_,-.J _________________________ _ • OBSERVATIONS : Q/Substantial conformance with Soil Reports (see "Purpose of Observation") ~bstantial conformance with Foundation Plans. Identify : _,_I _-r __ F._ .. --<_1c...~_::..:. _0.:::.)_'-/,__--'[=-1_-.._;'•=-:i-'-~-n_J _____ _ J.t--2-0 G:> -s 0 Other ( :~---=~------------------------------ 1 --------------------------------------- (' • L.~ TE: IT IS ASSUMED THAT All FOOTING EXCAVATIONS Will BE aEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT Will BE MAINTAINED 1r1-i.J c-.c~~ #--s s-2- , ., ·t~ FIELD COPIES TO . GEOCON REPRESENTATIVE .... ,, ' ' FIX PAGE I OF /, 'Q R~INFORCE,b 'CONCRETE' ;,, · ,: 0 REINFORCED MASONRY O WELDING O lilR6PRdOFING· [B P.l ~ONCRETE / smESS □ EPOXY ANCHORS □ H.S, BOLTING □ ' ,, ,!'·'• DSA FILE,NO •. : ·u~ .• 11her8by ce,tl(y tti!JI I hoye Inspected the ab9ve teporli3d,wQ!1\, . Unle~ rioted ,olhe ·tt;ie v,"Qrk ~ted Is to the best of my knOwle<;lge,ln,cOiTlPIIO.hCe with the opproved_pla s, speclflcalfOhs dnd_ appnc~-ns of the g' o':'.ernlhg building lpws .. lnspeolor lnlllols ,. · ~ · · ' , , " · .. "' t QSA ·,1 hereby cerlity that 1. have 11\spect~ 1),e above reporte<;I wO(k In accordiiince. wtth .the · requirements of DSA qpproved •documef1tS, Sqmpllng and testing ,were conducteo In · ' · ,ocpord<Jnce with fhe,requlrements of jhe OSA q¢proved documents. The w0rk lnspE)cted ' coni'plles with the DSA approved documents:· • ·,• . , , · · t. · · '· , ;, ' '} ,l, 1 1 , I• '~ bSAAPP.,NO.: PlAN FILE NO.:, P.E. REVIEW: ' . ' ' PlANNINC ENCINEERINC SURVIVING HUNSAKER: &ASSOCIATES 5 A N D I C C 0. I N (, NU.bl:::!( lfMNE LOS ANGELES May 14, 2008 RIVERSIDE SANOJIGO ARIZONA DAVEHAlri'\MAR LEX WJLL1MAN ALISA VIALPANDO OANS!YIITH RA.YMARTIN CHUCl<C/\TER .,,o, Waples S1tetl S,tn Oic•~n, CA 92121 (l\'il\l 55R--4;i00 11H IM&l S!iA• U 14 F X www.Hun,:iltt>P50.et,rn hl{n@HUM,lkrrSO.cnm 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, o£b•s~ L.S. 685' Hunsaker & Associates San Diego, Inc. 111. kc ~.~101\2~0,·,m ooc• 'l<'A 0107·JOI ,,1412aot ID.,""'