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Home My WebLink About2867 RANCHO CORTES; ; CB010712; PermitCity of Carlsbad • 1635 Faraday Av Carlsbad, CA 92008 ~8-17-2,001 Residential Permit Permit No:CB010712 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 04/17/2001 # Dwelling Units: Bedrooms: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 2867 RANCHO CORTES CBAD RESDNTL Sub Type: 2226602300 Lot #: $283,091.00 Construction Type: Reference #: 1 Structure Type: 3 Bathrooms: HACIENDAS @ RANCHO MODEL PLAN 1 -SFD 3010 SF, GAR 614 SF SFD 206 VN CT93-04 SFD 2.5 Owner: Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: PACIFIC CREST COMMUNITIES STE345 PACIFIC CREST COMMUNITIES 345 ISSUED 02/15/2001 JM Plan Approved: 04/17/2001 RB PC01-20 4141 INLAND EMPIRE BLVD ONTARIO CA91764 6~-f~~~~~ ~~i5~E BLV°'700 08/17/01 0002 01 02 909-945-7800 CGP 6 .. 50 909 945-7800 Total Fees: $19,060.24 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 Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Inspector: Total Payments To Date: $19,053.74 Balance Due: $1,113.28 $0.00 $723.63 $0.00 $0.00 $28.31 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $2,400.00 D5/8 $0.00 $0.00 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWAFee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFO Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing lnLieu Fee Master Drainage Fee: Sewer Fee: Additional Fees: TOTAL PERMIT FEES FINAL APPROVAL Date: if-, I V -C' .3 Clearance: $6.50 $0.00 $140.00 $2,004.00 $4,580.01 $5,152.26 $0.00 $0.00 $0.00 $600.00 $0.00 $0.00 $217.00 $66.25 $76.50 $0.00 $0.00 $0.00 $1,959.00 $0.00 $19,060.24 , 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 Ca~sbad 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 specrried lees/exactions DOES NOT APPLY to water and sewer connection lees 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 vou have nreviouslv been niven a NOTICE similar to this or as to which the statute of limitations has nreviouslv otherwise exnired. • City of Carlsbad Bldg Inspection Request For: 08/14/2003 Permit# CB010712 Title: HACIENDAS @ RANCHO MODEL Description: PLAN 1 -SFD 3010 SF, GAR 614 SF Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 2867 RANCHO CORTES Lot 206 APPLICANT PACIFIC CREST COMMUNITIES Owner: CRV CARLSBAD L P Remarks: Total Time: Inspector Assignment: RB --- Phone: 7602680717 Inspector: ----- Requested By: ROBERT Entered By: CHRISTINE CD Description Act Comment 19 Final Structural 11.£. J:r~ m 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs/CVs PCR01178 ISSUED PCR01179 ISSUED PCR02010 ISSUED HACIENDAS RANCHO CARRILW; REVISIONS FOR NEW MODELS & ALL PHASES HACIENDAS-RNCHOCARRILW: FIXES TO MODELS 2 & 3-PER 81/2" XI I" SHEETS HACIENDAS-ADD DOOR FROM SECOND; DWELLING UNIT TO DECK-PLAN 6 ONLY PCR03028 ISSUED HACIENDAS; REVISE FOUND. LOTS 202,203,204 PCR01097 ISSUED HACIENDAS-REV WALL HGHT; INCREASE 23 SF Inspection History Date Description 08/13/2003 89 Final Combo 10/17/2001 89 Final Combo 10/12/2001 89 Final Combo 10/04/2001 89 Final Combo 10/04/2001 89 Final Combo 09/27/2001 39 Final Electrical 09/26/2001 39 Final Electrical 09/25/2001 39 Final Electrical 09/24/2001 39 Final Electrical 09/24/2001 68 Fireplace/Tie Straps 08/28/2001 39 Final Electrical Act lnsp co RB PA RB AP PD CA RB CA RB AP RB co RB NR RB NR RB CA RB ON RB Comments MODEL USE ONLY ANTI SIPHON, KITCHEN C.O,, RECEP IN GARAGE, FARE RECEP IN BATH EMR FOR T.S.P.B. City of Carlsbad Bldg Inspection Request For: 10/17/2001 Permit# CB010712 Title: HACIENDAS @ RANCHO MODEL Description: PLAN 1 -SFD 3010 SF, GAR 614 SF Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 2867 RANCHO CORTES Lot 206 APPLICANT PACIFIC CREST COMMUNITIES Owner: CRV CARLSBAD L P Remarks: Total Time: Inspector Assignment: RB --- Phone: 7606024262 Inspector: ----- Requested By: TOM Entered By: CHRISTINE CD 19 29 39 49 Description Act Comments o__ I/UM .,_,.,,__ 7 ~· f Final Structural Final Plumbing Final Electrical Final Mechanical t_-- Associated PCRs PCR01178 ISSUED PCR01179 ISSUED PCR01097 ISSUED lnsgection Hisle~ e:,/07(3 Date Description Act lnsp Comments 10/04/2001 89 Final Combo CA RB 10/04/2001 89 Final Combo CA RB 09/27/2001 39 Final Electrical AP RB EMR 09/26/2001 39 Final Electrical co RB 09/25/2001 39 Final Electrical NR RB 09/24/2001 39 Final Electrical NR RB 09/24/2001 68 Fireplacefrie Straps CA RB 08/28/2001 39 Final Electrical DN RB FOR T.S.P.B. 08/21/2001 18 Exterior Lath/Drywall AP RB 08/20/2001 18 Exterior Lath/Drywall co RB HOLES IN LATH 08/01/2001 17 Interior Lath/Drywall AP PD 08/01/2001 23 Gasrr est/Repairs AP PD 07/26/2001 16 Insulation AP RB BUT VERIFY ATTIC VENTILATION@ D.W. 07/24/2001 16 Insulation WC RB • City of Carlsbad Bldg Inspection Request For: 07/05/2001 Permit# CB010712 Title: HACIENDAS @ RANCHO MODEL Description: PLAN 1 -SFD 3010 SF, GAR 614 SF Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 2867 RANCHO CORTES Lot 206 APPLICANT PACIFIC CREST COMMUNITIES Owner: CRV CARLSBAD L P Remarks: Total Time: Inspector Assignment: RB --- Phone: 7606024262 Inspector: ? ~ ~~ Requested By: TOM Entered By: CHRISTINE CD Description Act Comments 15 Roof/Reroof 4:_AL.._P _______ _ Associated PCRs PCR01097 ISSUED lnsgection Histo!Y Date Description Act lnsp Comments 06/29/2001 15 Roof/Reroof AP RC 06/27/2001 83 Roof Sheathing/Ext Shear co PD 06/25/2001 13 Shear Panels/HD's CA PD 06/25/2001 13 Shear Panels/HD's NR RB 05/31/2001 22 Sewer/Water Service AP RB 05/07/2001 81 Underground Combo AP RB 05/04/2001 11 Ftg/Foundation/Piers co RB MISSING DEEPEN FTG 05/03/2001 81 Underground Combo NR RB 04/27/2001 21 Underground/Under Floor AP RB HAS B.W.V. 04/26/2001 21 Underground/Under Floor PA RB INSTALL B.W.V. • . ' Job Truss Truss Type Qly p~ PLAN1 18B7 CAL HIP 1 1 BLAKE/JamesTrussCom an ,Corona CA 91719 p y -4.0 32 e Feb 181999 Mffek Industries, Inc. Mon Jul 02 08.43.03 2001 Page 1 3-11-5 7.5-9 1-i11·111 14-4-5 'l=!f' 1S.4-11 22-4-0 3-11-5 0-5-2 6-4-10 0-5-2 3-7.4 3-11-5 4X8// 10.. 9.,, 1.5x4"' (4> 1{?.) iI 10 9 .:2." ~,.,.,. 3x8-22-4-0 5x6-3x4-3x6i= -1-C)-0 7-6-9 14-9-7 22-4-0 1-0.0 7-6-9 7 2 14 --7 ~· - LOADING (psf) SPACING 2-0-0 CS! DEFL (in) (loc) 1/defl PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.53 VeO(LL) -0.11 1-11 >999 M20 1851144 TCDL 14.0 Lumber Increase 1.25 BC 0.63 VeO(TL) -0.30 1-11 >935 BCLL 0.0 Rep Stress Iner YES WB 0.30 Horz(TL) 0.04 8 nla BCDL 8.0 Code UBC97/ANSl95 (Malrix) 1st LC LL Min 1/defl = 240 Weight: 108Ib LUMBER BRACING IP) TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 6 DF 1800F 1.6E WEBS 2 X 3 SPF Stud/Sld-G *Except* 5-11 2 X 4 HF Std-G REACTIONS (lb/size) 8=943/0-3-8, 12=938/0-3-8 FORCES (lb) • First Load Case Only TOP CHORD Sheathed or 3-6-11 on center purlln spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 1-12. 14-.;,.""-<birb. TOP CHORD 1-2•-2307, 2-3•-2073, 3-4•-61, 3-13•-1907, 13-14•-1907, 5-14•-1907, 5-6=-61, 5-7=-1894, 7-8=-2037 BOT CHORD 1-12=-0, 1-11•2116, 10-11•1762, 9-10-1762, 9-15-1833, 8-15•1833 WEBS 2-11•-214, 3-11=285, 5-11•158, 5-9-132, 7-9•-72 NOTES 1) 801b AC unit load placed on the bottom chord, 12-0-0 from lefl end, supported at two points, 0-0-0 apart. 2) Provide adequate drainage to prevent water ponding. 3) All plates are M20 plates unless othelWise Indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-97. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss has been designed with ANSlfTPI 1-1995 criteria. 7) CAMBER TRUSS TO DEAD LOAD DEFLECTIONS, TO ENSURE FINAL DEFLECTIONS DO NOT EXCEED 1/2". LOAD CASE(S) Standard '/Jn A= Ci -, ,'_ I f e::,'\I -r. /<E:PAI~' /11',Aa-l J .&.Xr,p " ,, LO J ll'Jqw/ NAILS .,fsr~S(. «) ,5' o/C. c~NAll-5 .f~ /NCJ Job Truss Truss Type Qty Ply PLAN1 1A10' DBL. HOWE 1 2 BLAKE/James Truss Company, Corona CA 91719 4.0-32 e Feb 18 1999 MITek Industries, Inc. Fn Jun 29 09:44:52 2001 Page 1 4-8-1 ~~· 11-11-0 15-6-7 19-1-15 23-6-8 ''!i'~' 4-8-1 3.7.7 3-7-7 3-7-7 3-7-7 4-4-9 0-~8 4x611 500[17 4 I 3XS • 7otq,/tJl?,Jj 3-'¼,s , I II I -1 10 ,i 0 0 4x12-;::::. 13 12 11 10 9 8 3,cGt11 ""e.-=-C:»(IO• 5x6= 3x411 ,t_,c ll. • ex,oz: ~~, ~~· 11-11-0 15.6-7 I 19-1-15 23-6-8 23jtp-o ~~, 3-7-7 ae se s ' .. ' . . ' . ' . ' : . ' . . Pl I Off I (XY)· 11031027117·0-0130.0141190-400441 LOADING (psf) SPACING 2-0-0 TCLL 14.0 Plates Increase 1.25 TCDL 14.0 lumber Increase 1.25 BCLL 0.0 Rep Stress Iner NO BCDL 8.0 Code UBC97/ANS195 LUMBER TOP CHORD 2 X 4 OF No.1&Btr-G BOT CHORD 2 X 6 OF 1800F 1.6E WEBS 2 X 4 HF Std-G •Except" 4-11 2 X 4 DF No.2-G REACTIONS (lb/size) 1=515310-3-8, 7,.3958{0-3-8 Max Horz 1=1001(1oad case 3) CSI TC 0.47 BC 0.69 WB 0.60 (Matrix) 3-7-7 3-7.7 3-7-7 CEFL (in) (Joe) 1/defl Vert(LL) -0.03 12 >999 Vert(TL) -0.35 9-11 >786 Horz{TL) 0.09 7 n/a 1st LC LL Min 1/defl = 240 FORCES (lb) -First Load Case Only TOP CHORD 1-2=-11021, 2-14=-9026, 3-14=-9026, 3-4=-7091, 4-5=-7088, 5-15=-9387, 6-15=-9388, 6-7=-9012 BOT CHORD 1-13=10133, 12-13,,.10133, 11-12=8307, 10-11=8636, 9-10=8636, 8-9=8179, 7-8=8179 WEBS 2-13=1415, 3-12=2111, 4-11=5153, 5-9:2556, 6-8=-324, 2-12=-2010, 3-11'"·2370, 5-11=-2807, 6·9=503 4-4-9 NOTES 1) 2-ply truss to be connected logether with 0.131''x3-Nails as follows: Top chords connected with 1 row(s) at 0-9-0 on center. Bottom chords connected with J row(s) at 0-4-0 on center. Webs connected as follows: 2 X 4 -1 row(s) at 0·9-0 on center. 2) Except as shown below, special connection(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) All plates are M20 plales unless olherwise indicated. 4) WARNING: Top chord live load is below 16.0psf. Architecl and/or engineer of the overall structure to verify adequacy of top chord live load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC-97. 6) A plale rating reduclion of 20% has been applled for the green lumber members. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. 8) Load case(s) 1 has been modified. Building designer mus! review loads to verify that !hey are correct for the intended use of this truss. 9) Standard loadcase(s) has been removed. Building designer must review loads shown to verify Iha! they are correct for the intended use of the truss. 10) CAMBER TRUSS TO DEAD LOAD DEFLECTIONS, TO ENSURE FINAL DEFLECTIONS DO NOT EXCEED 1/2". LOAD CASE(S) 1) Regular: Lumber lncrease=1.25, Plate lncrease::11.25 Uniform Loads (pl!) Vert: 1-13=-372.0, 12-13"'-372.0, 11-12""-372.0, 10-11:::::-372.0, 9-10=-372.0, 8-9=-16.0, 7•8"'-16.0, 1-2=-5 . 2-14:&-56.0, 3-14•-56.0, 3-4=-56.0, 4-5•-56.0, 5-15•-56.0, 6-15•-56.0, 6-7=-56.0 Continued on page 2 0-~8 PLATES GRIP M20 185/148 Weigh!: 242 lb -rt!!/m~ [P) Job Truss Truss Type PLAN1 1A10' DBL. HOWE BLAKE/James Truss Company, Corona CA 91719 LOAD CASE(S) Concentrated Loads (lb) Vert: 9=-1906 2) User defined: Lumber lncrease•1 .25, Plate lncrease=1.25 Uniform Loads (pit) Qty Ply 1 2 4.0-32 e Feb 18 1999 MITek lndustnes, Inc. Fn Jun 29 09.44.52 2001 Page 2 Vert: 1-13•-16.0, 12-13=•16,0, 11-12•-16.0, 10-11=-16.0, 9-10=-16.0, 8-9=-16.0, 7-8"'·16.0, 1-2"'•56.0, 2-14=-56.0, 3-14=-56.0, 3-4=-56.0, 4-5=-56.0, 5-15c-56.0, 6-15-=-56.0, 6-7=-56.0 Concentrated Loads (lb) Vert: 9:s-1906 Horz:1•83,4=167, 7•83,3•167,5=167,14•167,15•167 3) User defined: lumber lncrease•1.25, Plate lncrease•1.25 Uniform Loads (plf) Vert: 1-13=-16.0, 12-13=-16.0, 11-12:c-16.0, 10-11=-16.0, 9-10=-16.0, 8-9=-16.0, 7-8=-16.0, 1-2:o:-56.0, 2-14=-56.0, 3-14=-56.0, 3-4=-56.0, 4-5=-56.0, 5-15=-56.0, 6-15,.-56.0, 6-7=-56.0 Concentrated Loads (lb) Vert: 9=-1906 Horz: 1=-83, 4=-167, 7=-83, 3=-167, 5=-167, 14=-167, 15=-167 ------------- J' ' Job Truss Truss Type Qty Ply PLAN1 186B' CAL HIP 1 2 Bl.AKE/James Truss Company, Corona CA 91719 4.0-32 e Feb 181999 Mffek Industries, Inc. Mon Jul 02 08:43:14 2001 Page 1 ,-1-0-01 1-0-0 0 -1-0-0 1 0-0 LOADING (psQ TCLL 16.0 TCDL 14.0 BCLL o.o BCDL 8.0 3-1U5 J..11•5 4x8-;;::;, li:t) 5.00 SPACING Plates Increase 7-6-9 76-9 . 2-0-0 1.25 Lumber Increase 1.25 Rep Stress Iner NO Code UBC97/ANSl95 7-6-9 7.,,.111 3-7-4 0-5-2 4x6-::- 3 CSI TC 0.65 BC 0.75 WB 0.19 (Matrix) 14-4-{> 't9i' 18-4-11 22-4-0 6-4-10 0-5-2 3-7-4 3-11-5 ,,. § 7-11-11 13 8 147 5x6= 3x4= 14-9-7 22-4-0 7 2 14 . . 7 ... DEFL (in) (loc) I/deft PLATES GRIP Vert(Ll) -0.12 1-9 >999 M20 197/144 Vert(TL) -0.32 1-9 >877 Horz(TL) 0.04 6 n/a 1st LC LL Min l/defl = 240 Weight: 1981b LUMBER BRACING {PJ TOP CHORD 2 X 4 OF No.1&Blr-G BOTCHORD 2X6DF1800F1.6E WEBS 2 X 3 SPF Stud/Std-G REACTIONS {lb/size) 6•1995/0-3-8, 10•1899/0-3-8 FORCES (lb) -First Load Case Only TOP CHORD 1-2=--5058, 2-3--4911, 3-11•-4569, 4-11•-4569, 4-5=-4570, 5-6•-4505 TOP CHORD Sheathed or 4-10-13 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, Except: 6-0-0 on center bracing: 1-10. Jlr.;l-J<V, ~h. BOT CHORD 1-10•-0, 1-9=-4677, 9-12•4281, 12-13-:4281, 8-13=-4281, 8-14=4281, 7-14=4281, 7-15 .. 4099, 6-15•4099 WEBS 2-9=-98, 3-9•499, 4•9•312, 4-7•187, 5-7•203 NOTES 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected with 1 row(s) al 0-6-0 on center. Bottom chords connected with 2 row(s) al 0-9-0 on center. Webs connected as follows: 2 X 3 • 1 row(s) at 0-9·0 on center. 2) Except as shown below, special connaction(s) required to support concentrated load(s). Design of connection(s) is delegated to the building designer. 3) Provide adequate drainage to prevent water ponding. 4) All plales are M20 plales unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC-97. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) This truss has been designed with ANSIITPI 1-1995 criteria. 8) Load case(s) 1 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 9) CAMBER TRUSS TO DEAD LOAD DEFLECTIONS, TO ENSURE FINAL DEFLECTIONS 00 NOT EXCEED 1/2". LOAD CASE($) Standard Except: 1) Regular: Lumber lncrease•1.25, Plate lncrease•1.25 Uniform Loads (plO Vert: 1-2•-60.0, 2-3=-60.0, 3-11•-145.6, 4-11•-145.6, 4-5=-60.0, 5..S•-60.0, 1-10•-76.D. 1-9'"'·38.8, 9-12=-38.8, 12-13=-38,8, 8-13=-38.8, 8-14•-38.8, 7-14•-38.8, 7-15=-38.8, 6-1S--38.8 Concentrated Loads (lb) Vert: 3•-520 4=-520 (0 ~£,DA,111,: A"l'fAtt-1 214(,o //pf '6vD ,;fl) ~ E/d,I J w/,M NA,o ~~be. fiJ '-'bf~ C~~ NAll-5 ~ff:JlvN IA./ C) --PLANNINC/ENGINEERINC APPROVALS 0/D7( V PERMIT NUMBER CB e=tf::z:77§ ADDRESS ?,9 67 {2.fvcl,.,o w&W "RESIDENTIAL RESIDENTIAL,ADDITION MINOR ( <$10,000.00) OTHER NBd£ p44 ca;-• PLANNER (}. I.web-. ENGINEER --------- DDCSIMtsformstPtanmng Engineering Approvall DATE 9 -/0-0/ TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE 8i6--D/ DATE ------- - LOT 206 PHASE M 1R F.F.= 450.95 P.E.=450.45 450.16 FL 450.25 HP