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Home My WebLink About2875 CORTE MORERA; ; CB000851; Permit03/23/2000 Job Address Permit Type Parcel No Valuation Occupancy Group 03/23/2000 # Dwelling Units Bedrooms Project Title City of Carlsbad Residential Permit Permit No CB000851 Building Inspection Request Line (760) 602-2725 2875 CORTE MORERA CBAD RESDNTL Sub Type SFD 2552801600 Lot# 500 $310,50300 Construction Type VN 6 Reference # CT88-03 1 Structure Type SFD 4 Bathrooms 4 ARBOR HEIGHT-LC VLY-VL F-PHS 2 PLAN 3, 3590 SF SFD, 701 SF GAR Status ISSUED Applied 02/26/2000 Entered By RMA Plan Approved Issued 03/23/2000 Inspect Area NF OngPC# 99161 Plan Check# PCOO-22 Applicant K HOVNANIAN STE 100 5900 PASTEUR CT CARLSBAD CA 92008 760944-9012 Owner K HOVNANIAN AT LA COSTA VALLEY L L C 2495 CAMPUS DR IRVINECA92612 Total Fees $13,43825 Total Payments To Date $000 Balance Due $13,43825 Building Permit Add'l Building Permit Fee Plan Check Add'l 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'l Renewal Fee Other Building Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $1,35958 Meter Size $0 00 Add'l Reel Water Con Fee $883 73 Meter Fee $000: SDCWAFee $000 CFD Payoff Fee $31 05 PFF $000 PFF (CFD Fund) $000 .License Tax $31000 License Tax (CFD Fund) $0 00 Traffic Impact Fee $0 00 Traffic Impact (CFD Fund) $000 LFMZ Transportation Fee $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee Housing InLieu Fee $0 00 Master Drainage Fee $0 00 Sewer Fee TOTAL PERMIT FEES $000 $000 $000 $4,303 24 $5,651 15 $000 $000 $000 $580 00 $000 $000 $000 $19600 $6000 $6350 $000 $000 $000 $000 $13,43825 Inspector FINAL APPROVAL Date 1 & - I 9 — O Clearance 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 to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expiredCITY OF CARLSBAD 2075 Las PalmasDr, Carlsbad, C A 92009 (760)438-1161 City of Carlsbad Final Building Inspection Dept Building Engineering Planning CMWD St Lite Fire OCT I 22000 Plan Check # Permit # Project Name Address Contact Person Sewer Dist Inspected By Inspected By Inspected By Comments PCOO-22 CB000851 ARBOR HEIGHT-LC VLY-VL F-PHS 2 PLAN 3, 3590 2875 CORTE LC 0/0' SF SFD, 701 SF GAR MORERA Phone Water Dist O Date Inspected *>/'*/** Date Inspected Date Inspected Date Permit Type Sub Type Lot 500 Approved Approved Approved 10/11/2000 RESDNTL SFD Disapproved Disapproved Disapproved City of Carlsbad Bldg Inspection Request For 10/17/2000 Permit# CB000851 Title ARBOR HEIGHT-LC VLY-VL F-PHS 2 Description PLAN 3, 3590 SF SFD, 701 SF GAR Inspector Assignment NF Sub Type SFD 2875 CORTE MORERA Lot 500 Type RESDNTL Job Address Suite Location APPLICANT KHOVNANIAN Owner K HOVNANIAN AT ARBOR HEIGHTS L L C Remarks Phone 7609449012 Inspector Total Time CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By JEROME Entered By CHRISTINE Act Comments fiC? Associated PCRs Inspection History Description Act Insp Comments AP NF AP NF CO NF PA NF GARAGE FIRST LAYER Date 10/3/2000 39 Final Electrical 8/21/2000 82 Drywall/Ext Lath/Gas Test 8/18/2000 82 Drywall/Ext Lath/Gas Test 8/16/2000 17 Interior Lath/Drywall 8/14/2000 16 Insulation AP NF 8/8/2000 84 Rough Combo AP NF 8/7/2000 84 Rough Combo NR NF 7/17/2000 83 Roof Sheathing/Ext Shear AP NF 7/14/2000 83 Roof Sheathing/Ext Shear NR NF 5/22/2000 11 Ftg/Foundation/Piers AP NF 5/4/2000 21 Underground/Under Floor NR NF 5/4/2000 21 Underground/Under Floor AP NF 5/4/2000 22 Sewer/Water Service AP NF Auc-i-18-OO O1:39P HnR Framing Systems •% i-ikj'S !<_><- fjfjfj -3 1 1 ft I 1 858 486 9744 NO 579 P 2 P O2 Job TRUSS Trust IBB ~i'u»» Type " HOOF TRUSS •OTv IS Wy I K Hovnjnun/Arbor HoahumTT ', R36099571 1 L,,on.» SC1 09971 B 1 8-0 600 1 SO 6-0-0 80-0 4x6 - 120-0 t Seals = 1 2$ 1 2< GUSSET BACK FACE 8-0 SCAB FRONT fACC LOADING TCLL TCDLecu. BCDL 'pill18 0 140 00 7 0 BOO 8-00 SPACING 200 PI at pi Increase 1 25 Lumber Increase 1 25 Pop SVBsa Incr YES Coda UBC97/ANSO5 CSI TC 029 BC 038 W6 O03 (Murlx) 1200 80-0 DEFL in Hoc) I/dell VerKLl) 003 4-5 > 999 Vart(TL) 007 45 >999 HonlTL) 0 O2 4 n/e 1st LC LL Mm I/doll = 360 PLATES MII20 Weight 39 Ib 3x4- GRIP220/195 LUMBER BRACING TOP CHORD 2 X 4 DF No 2 G TOP CHORD Sheathed or 4 11 0 oe ourl nj BOT CHORD 2 X 4 OF No 2 G BOT CHORD Rigid ceiling directly ipplled or 6 D D EC bracingWEBS 2 X 4 OF Siud/Sld G REACTIONS (Ib/mz.l 4 = 424/038 2 = 664/038 M«x Hort 2" 2107[load caaa 3) MnUpllfl4 = 122lload eaia 4) 2- 74|lo»d ciea 3]Max G'«v 4 = 609(>osd cast 3) 2 • 656|load c>aa 4) FORCE'S |lb) Firs! Load Caia Only TOP CHORD 16.82 8.31 2 3* B23 3 4= 820BOT CHORD 25 = 727 46 = 727. WEBS 36 = 118 NOTES 18 5) 1) This Trusi haa been designed for a 10 0 afif bonom chard live load nonconcur ent wllh a<w otKex hve {dads per Table No 16 B U3C972) A plats rating reduction or 20% naa been applied far the grc«n lumbai mambgra31 Providi machanical connactiori (by olherj) of truss to boring plate capabln ol withstanding 1 22 Ib uplift ol joint 4 >nd 74 Ib vpll't at Joni 24| This iruti t\»i been Deigned with ANSI/TPI \ 193S crit«ia5] Loud caaa(a) 3 ^ has been modified BuildinQ de&ianar rnuat review landi to ver/y fMat they are correct fgr the Intended USB ol thti truss 5) TN> truit h»» bicn dsligosd tor a ISO PLF drag lo«d LOAD CASEfSI Standard Excap! 3) User difmad Lumber Increiie = 133 Plan Incraist • 1 33 Un form Loadi (pill Vart 2 6» 28 O 23 = 34 4 34= SO 4 24= 140 Korj 2 3 = 619 5 3 4-519 5 4) User defined Lumbar Increase•= 1 33 Plan lnc/a>»»1 33 Uniform Loads Iplf] Van 2 6- 28 O 2 3 = 90 4 3 4 = 34 4 2 4« 14 O Hart 2 3- SIS 534. 613 6 I 6 200fl REPAIR NOTES 1 THIS REPAIR IS FOR WANE ON BOTH 5IDE3 OF A 6-0 SECTION OF THE BOTTOM CHORD AS SHOWN ABOVE 2 ATTACH Ml COX PLYWOOD GUSSETS TOONE FACE OF THE TRUSS WITH 10DCOWMONWRE NAILS (0 U9-DIA X30 LOT) CLINCHED AND 6PACED AT 4 OC ALONG EACH MEMeeR AND WITH THE MINIVUM AMOUNT OF KAILS INTO EACH MEMBEB SHOWN CIRfXEO 3 7MG-EXF 1 32/16 SPAN RATED OSB MAY B2 SUBSTITUTED FDR A CDX PLWVOOD4 ATTACH 2x4 *2 OR eTs o F i. SCABS TO ONE FACE OF THE TRUSS WITH 2 ROWS OF 10O COMMON WIRE NAIlS {0 146T3IA X 3 IT LOT) SPACED AT 12 OC ALONO EACH SCAB WMWIHG Vcr(f, dtugn parantJtri anil READ NOTES ON THIS AND REVEKSE SIDE BEFORE U5£ OiBljn vli'.d ^r jw only *' h MrTftl<0iv\«elo « Ttvt dai(on |j biod flfi> «pftnp«r»rrol»r» |how Bra If Iflr An IndMdyj) Cv'ISino ;oir-pveN rc to l-alBllsa «rfl kudjd vcrlcaiy AggllcilKlly o( 0«ll}n pirjmclors indenpir Uicorpelinoncr aTiponini 14 rAipont^i'liy c^ eunairp dailgn« - rtol Irwii dulgnir Niclng ino^n a for Isiorai lupoon o* ir.a vidual ueD mft^itiA/t pn'y Addiiiona) trrjs'iry b jelng 10 >niur« *uultly dur!*f copllitiaiJoo ^ ih« r»tpon»iallliy o1 rne crocloi Addi;io.igl pBim^n«nl A'ic r) ar tna fi^c'ait C[iuc-vi4 It tna rflpcna bifliy of ih« bull0ln0 o«llgn»r Fa ga^oral gtildiricB t^iilre j-jiltnoi tjuiilly conlro> igugj ^gllvt j > »twin tnacrmn; coniul 03T ag ouimy ilindi i 0GB 83 flnclng ((MclneiUnn ftftd HIB At Hxndllna lnilBlt5ll»n «nd Br*clng Raeornmapdtllon ftvjltasia rram T u4i Pl«(e Irilllvl* 5«5 B Or.«l(lo Olive Mjdliot W 53711 MiTek Industrm, Inc Fr-amnng Systems 858 486 3744 P. O3 JOb ITlufl1 TRUSS |17B 1 1nnH r-rBnr>i^g 5v*teT>* ' fi±A- nc Pow«y * 11 8 nru8i"ivp« — ~~ CA\_ HIP TA S2oe4 90-15 9 11 .11 1 ~ • — • TQR — ] 2 fly 1 4 30! SHI i JufU 2000 >-4-« 23 1 12 78 6-6 I K Movniniarx / Ar&gr nwu' i» •1 1 J (optional) tj»k Inijuft'ift Inc 50^51 34*11 SC1 'Tue Auj"'5 33B-Q I3TJ-^ J"R38093S6 10059 T4 39 72 200D P»«e I 4,2^ 898 0 10 12 4 1-S 11-6 Seals = 1 61 B 400 fTT 13 12 1/S MAXIMUM NWV BE SHAVED OFF OF BOTTOM CHORD AS SHOWN NO REPAIR REQUIRED 3*4^= 4x4= 5xl2Mll20H = 6B15 . 12118 199-0 26 B S 12 ^ T- 1 ). *-"3*r 4 7 [xrT 'l/9 VAUMUM SKAV60 Off 4x4 = 3x4 = 32-fl 1 33 B-0 a-9-8 "Plate Of ieuWT) la'OT VqfO Q.^1 P 0 0-0.0-0 OI.HO 0 1 I0:o-0 31 H3 '0 Q-D.O 0"&'l, 114 OT-0 0'3 *T' LOADING Iptl] TCLL IfaO TCOL 140 BCLL 00ecou 7 o SPACING 2 0-0 Plates increase 1 25 Lumbar lnc'«i» ) 25 Rep Stress Inci NO Coo* UBC97/ANSI9S CSI TC 0 94 BC 055 WB 0 52 (M»irn| DEFV n (lo<| IMefl VorvllU O46 14 >S39 VerttTL) 0 98 14 >480 Ho'ilTLI 0 22 10 n/» 1st 1C LL Minl/defl •= 360 PtATES MM20 MII20H Wclgtir 168lb GRIP 220/195 165/1*6 TOP CHORD 2 X 4 OF No IftBtc C BOT CHORD 2 X 4 OF 240OF 2 OE G WEBS 2 X * OF Slud/Std G REACTIONS llb/aizel 2-1885/O3B 10 = 1885/038 BRACING TOP CHORD Sfieaihes)BOT CHORD Rigid ceiling dif telly applied ix 10 OO oc bnc'ng |rt>) FIMI Load C.ie Only TOPCHOflD 12-31 23=<79734«= 4802. 4 17 » 6065 B 17= 5076, 6B-6O15 87=6015718= 5075 8 IB* 6085 89= 4602 910- 4797 10 tl -31BOT CHORD 116 = 4478 IS 18^4170 1415 = 6365 l314«5BflB 1213 = 4170 1012 = 4478 WEBS 316" 175 41C-268 415 = 1278 515.1217 514 = 67 714 = 66 713- 1217 B13«=127B B 12*2S8 3 12= 17S NOTtJ 1) Provide Bd&quaia drainage to privem witor pona'lng 2) All pUles tit Mil 20 pUt» uolosj aiht'wita lndic»»d J) Thl< truiK. has t»of| dstlflnKf for • 10 0 psl bonom chord llvi told nanconcunem with >ny oihtr live loBda ps< TlbU No 1 6 BUBC $7A) A pliX> rmnp reduction of 20% K^ b«»n «pp!Ua for the 9'eaa lumber rnembiri 5) Thii bun t>ai bnn dcnaned with ANSIrTFI 1 1995 cntctn 61 Sfxatl h«nser(il or eonnectiapltt raquirad. 10 support eoncsflt/»ied loudlj) 90 Olb down si 23 6 0 and 90 Dlb clown »t 1 0 0 0 on tap chord Deugn (or unspecified coi\nicnan|t| (j dalegaiad W the building dsBijnor 1 25 Pljte lncr««se= 1 25 LOAD CASE(8) Stindi'd II Regular Lutib«f lner««« Uniform Lo>di (plf) Van 14-600 1 7 1 8 « BO 0 fi 1 ) - 60 O 210= 140 Ccnc«ntr«lfd La»d« (Ib)Vcrl 4= 90OB=. 9OO TripcicHdil Loidl lp)f) Van 4« B8 2 to 1 7 ^ 90 0 1 8 => 90 0 to-»- 58 2 AUG 1 8 2000 f n/> D«iV> vi.vj /or uu only •ll.'i Mink av»c< Building conpinini 10 Oi ln«l»li,il comctiiwM it "iiBOniimii n] B>rmt,i-- ng tisf«)ii>« QuoUiy coniroi ami tin and READ HOT£S ON THIS AND REVERSE SIDE BEFORE USE 7*>f 44i'0fl (• bii«d only [400 pcnitatara Ihown «M (4 to' AA ihrflwiagtf y oi &«iip*t ph«>^*<f& wMi v^aAi tn<M9oniion gf liKlng iAo«» li far int'ii autaafi or i-dwaJi 3moc^g coMullQSI M Quillty sn . no\ trun <! g 10 ("tun iu ciure • lie i diltcy iiiciltn tl B'lilnj tp.tl/loiHOn 1K5HIB 11 HlMIIng Intlllllllaa Ind BrKlng R«c«mmKM»l«t rv lv.11,1,1, \nmW»H Indlluto 5JJ D OnoWo D'lv^ MlDKon Wl S37U MfTek IfldujlTlal IflC