The URL can be used to link to this page

Home My WebLink About2823 LIDO PL; ; CB152889; PermitCity of Carlsbad ' 1635 Faraday Av Carlsbad, CA 92008 09-1'6-2015 Residential Permit Permit No: CB152889 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: 2823 LIDO PL CBAD RESDNTL 1562006400 $490,136.00 1 4 Sub Type: SFD Lot#: 3 Constuction Type: 5B Reference#: CT130001 Structure Type: SFD Bathrooms: 3.5 Status: ISSUED Applied: 09/03/2015 Entered By: RMA Plan Approved: 09/16/2015 Issued: 09/16/2015 Inspect Area: PD Project Title: Orig PC#: PC130053 THE ENCLAVE-PLAN 2, PHASE 2 Plan Check#: PC150051 3146 SF, 460 SF GAR, 261 SF LOGGIA, 38 SF PORCH, 88 SF BALCONY Applicant: KLC BV CARLSBAD, LLC STE 360 100 PACIFICA IRVINE CA 92618 714 528-9864 xt 27 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 Green Bldg Stands (SB1473) Fee Green Bldg Stands Plan Chk Fee $2,014.11 $0.00 $1,409.88 ($500.00) $0.00 $63.72 $7,649.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3,934.00 FS1 $0.00 $0.00 $20.00 $0.00 Owner: 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 Fire Sprinkler Fees TOTAL PERMIT FEES Total Fees: $41,329.93 Total Payments to Date: $41,329.93 Balance Due: FS1 $0.00 $356.00 $4,800.00 $0.00 $8,920.48 $8,234.28 $0.00 $0.00 $3,160.00 $0.00 $0.00 $224.00 $68.75 $94.71 $0.00 $0.00 $0.00 $0.00 $881.00 $0.00 $0.00 $41,329.93 $0.00 NOTICE Rease take NOTICE that appnMli ctyrur J>tject irdcdes the "lrTJ)Cllitioo' ct fees, declcations, reservalicn,; orcther ~ons rereafter c:dlectivay referred to as 1ees'~cra" Yoo have 00 days from the-Ins pemil w,; iss,..ed to pretest irTJl(lSliori ct lre3o feesl~cra If )00 pretest IIBT\ )00 rru;t fcJlootre pretest i:ro;ecires set forth in C3c:Nerrmrt Cale Sectiori 60020(a), ard filetre pretest arda,y ctherl'0(!.ired irtonratloowlhthe aty Mragerfcr ~rg inacr:nu,n;ewth Qrlsbaj M.ridi;a Cale Sectiori 3.32.cm. FailuetotirrelyfcJIONthat r,ooswewll t,a-a,ySLtJsecµ,nt leg,j ,dior, to attad<, 1"8'.1ew, sa: aside, vcid, a an.II their in,:x,sition. You ae here!,; F\RT1-ER NOTIRED that yrur riifl to pretest the specified fees'~oris OCIES NOT APPLY to l'oOl!er ard S811o81' oornectiori fees ard ~ty cra,ges, nor ~mrg, zoorg g,,drg or cther sinila' appicaori iJUCElSSirg or seniloe fees in oornectiori wlh Ins J>tject. I\OR OCIES IT APPLY to a,y .rf1Ahirh • 18 . ,V i_,;...,_,..:_.......... ' City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Storm Water Pollution Prevention Plan (SWPPP) Permit 09-16-2015 Permit No: SW150345 Job Mdress: Permit Type: Parcel No: Reference#: CB#: 2823 LIDO PL CBAD SWPPP 1562006400 CT130001 CB152889 Lot#: Status: 3 Applied: Entered By: Issued: Inspect Area: ISSUED 09/09/2015 RMA 09/16/2015 Project Title: THE ENCLAVE-PHASE 2 Tier: 1 Applicant: KLC BVCARLSBAD, LLC STE 360 100 PACIFICA IRVINE CA 92618 949 727-9240 Emergency Contact: ROBERT REYNOLDS 760 529-1839 SWPPP Plan Check SWPPP Inspections Mditional Fees TOTAL PERMIT FEES Total Fees: $59.00 Priority: L Owner: $0.00 $59.00 $0.00 $59.00 Total Payments To Date: $59.00 Balance Due: FINAL APPROVAL OATE J f (~""'! SIGNATURE._f--~y,L--,_;;C...c._.:_=---- $0.00 Inspection List Permit#: CB152889 Type: RESDNTL SFD THE ENCLAVE-PLAN 2, PHASE 2 3146 SF, 460 SF GAR, 261 SF LOGGIA, 38 Date _ ··-Inspection Item Inspector Act Comments ------------- 03/09/2016 89 Final Combo RI PM PLEASE/EMAILING CARD 03/09/2016 89 Final Combo PD AP 01/25/2016 33 Service Change/Upgrade PD AP 12/15/2015 82 Drywall/Ext Lath/Gas Test PD AP 12/08/2015 82 Drywall/Ext Lath/Gas Test PD AP 12/08/2015 84 Rough Combo PD AP 12/04/2015 84 Rough Combo PD CA 12/03/2015 84 Rough Combo PD NR 11/05/2015 13 Shear Panels/HD's PD AP 11/02/2015 15 Roof/Reroof PD AP 10/09/2015 22 Sewer/Water Service PD AP 09/28/2015 11 Fig/Foundation/Piers PD AP 09/21/2015 21 Underground/Under Floor PD AP Thursday, March 10, 2016 Page 1 of 1 CB152889 2823 LIDO PL ~'> ~ C lfY O F THE ENCLAVE-PLAN 2, PHASE 2 CARLSBAD Building Division INSPECTION RECORD 3146 SF, 460 SF GAR, 261 SF LOGGIA, 38 SF POR• SF BALCONY RESDNTL Lot#: 3 SFD @ INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB KLC BV CARLSBAD, LLC @ CAU BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION RECORD COP'I @ FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.gov/Bulldlna AND CLICK ON wRequest Inspection" DATE: • fb · /J V VV '" Cri..) I -..tf'\IVIC Required Prior to Requesting Building Final If Checked YES Planning/Landscape 760-944-8463 Allow 48 hours CM&I (Engineering Inspections) 760-438-3891 Call before 2 pm Fire Prevention 760-602-4660 Allow 48 hours #12 #66 MASONRY PRE GROUT □GROUT □ WALL DRAINS #10 TILTPANELS #11 POURS11llPS #11 COLUMN FOOTINGS #14 SUBFRAME O FLOOR □ CEILING #15 ROOF SHEATlflNG #13 EXT. SHEAR PANELS #16 INSULATION #18 EXTERIOR LATH #17 INTERIOR LATH & DRVWALL #82 DRVWALL,EXT LATII, GAS TES (17,11,23) #51 POOLEXCA/STEEL/BOND/FENCE #83 ROOF $HEATING, EXT SHEAR (13,15) PREPLASTER/ANAL #84 FRAME ROUGH COMBO (14,24,34,44) #85 T-Bar (14,24,34,44) ANAL OCCUPANCY (19,29,39,49) #24 TOP OUT O WASTI □ wrR A/S UNDERGROUND VISUAL #27 TUB & SHOWER PAN A/S UNDERGROUND HYDRO #23 0 GAS TEST O GAS PIPING A/S UNDERGROUND FLUSH #25 WATER HEATER A/S OVERHEAD VISUAL #28 SOLAR WATER A/S OVERHEAD HYDROSTATIC #29 FINAL A/S FINAL CODE# STORM WATER F/A ROUGH-IN #600 PRE-CONSTRUCTION MEETING F/AANAL #603 FOLLOW UP INSPECTION FIXED EXTINGUISHING SYSTEM ROUGH-IN #60S NOTICE TO CLEAN FIXED EXTING SYSTEM HYDROSTATIC TEST #607 WRITTEN WARNING FIXED EXTINGUISHING SYSTEM ANAL #609 NOTICE OF VIOLATION MEDICAL GAS PRESSURE TEST #610 VERBAL WARNING MEDICAL GAS FINAL REV 10/2012 Date In ector see BACK FOR SPECUIL NOTES 3.50[12 10 3x4==· 9 1.75[W 2 SCllle•1:9. s 0 Co ,._,.,/77(, ,J .1l cvr I A.I 6 onwr,. l 1-/crll-o. ~3-~1 PlateOtraela LOADING(pat) TCLL 20.0 TCOL 14.0 BCLL 0.0 • BCOL 10.0 SPACING 2-0-0 PlalM Iner-1.25 Lumber),-1.25 Rep St/Na Iner YES COde IBC2012/TPl2007 CSI TC 0.24 BC 0.22 WB 0.05 (Metrix-M) DEFL Vert(ll) Vert(TL) Horz(TL) Wlnd(LL) In (Joe) --0.01 8 -0.05 S-8 0.01 4 0.01 8 Vdell >999 >887 n/a >999 Lid 380 240· n/a 240 PLATES GRIP MT20 220/195 ~121b FT•20% LUMBER TOP CHORD 2x4 OF No.1&Btr G BOT CHORD 2x4 OF No.1&Btr G WEBS 2x4 OF Stud/STD G BRACING TOP CHORD Structural wood lhealhlng dlnlctly applied or 3-11-11 oc purttns. BOT CHORD Rigid cellng dlractly applied or 10-0-o oc bracing. REACTIONS (lt.'llze) 1 • 180/0-S-8 (min. 0-1-8) 3 15910-1-8 (min. 0-1-8) 4 5/e-1-8 (min. 0-1-8) Max Hoa 1 Max Grav 1 3 4 25(LC 10) 348(LC 22) 335(LC 25) 10(LC 3) FORCES (lb) -Max. Ccmp./Max. Ten. -All fo1'081250 (lb) or less axcept when ahcwn. TOP CHORD 1-9&-490(0 BOT CHORD 1-6&-2/480 NOTES (12) 1) This truaa ha8 baen chec;ked for IKllform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vulta110rr1)h (S-41econd QUI!) Vllld"87mph; TCOL-S.4Ptf; BCOL-e.Opet; h'"25ft; B-40ft; L-24ft; --◄ft; Cal II; E>cp B; endcMcl; MWFRS (dinldlonll) and C-C lmetlor(1) zaie; cantleYer left and r1ght expoeed; end vel1lcal left and right expoeed;C.C for marnblra and t'oRlea & MWFRS for l8IICtlol1' ahcwn; Lumber OOL•1.33 plafle'"' OOL•1.33 3) Thill truaa ha been dNlg,led for a 10.0 pat botlom chord live load ncnconcurrent with any clhef live loade. 4) • Thia truu h8I been dellgned for a 1w load of 20.0pef on the bollom chord In aU areas whare a llldllngla 3-6-0 tall by 2-0-0 wide wll flt betwNn the bottom chDnl and any other members. 5) A plm lllting reduction of 20% hM been applled for the gi..-. lumber rnembara. 8) Baeq atjclnt(1) 1 c:oneldel'I parallel to grain value Ullng ANSVTPI 1 angle to grain formlo. Building deelglw lhould -iry c:apadty of bealng llllfllc:e. 7) PIOl/lde mechalllcal COloldon (by Dlhera) of trule to bNltng pla'9 atjolnl(a) 3, 4. 8) Beveled pllle or 8111m requi!ed to plOYlde full bearing IUlface with truss Chord atjclnt(s) 3. 9) Thia llusa II designed In 110001'dance with the 2012 lntemallonal Building Code 2306.1 and relllrenoed atendanl ANSI/TPI 1. 10) Thia lru18 has been designed for a movtng O0110e11blllad load of 250.0lb deed at alt mid panel9 and at aN panel pclnla lllong the Top Chon!, nonconcumint with any live lceda. 11) •Seml-rlgkl pttdlbreake with fixed heels" Mamber end lbdty model was uaed In the enalysls and design of this truaa. 12) Thia Job oonfonns to LA City code as ammended 2011. LOAD CASE(S) Standard 3-11-11 3-11-11 6-11-11 1-7-11 -6-11-11 Scale" 1:12. Plata Offsets LOADING (psf} TCLL 20.0 TCDL '14.0 BCLL 0.0 • BCDL 7.0 L.UP,EER SPACING 2-0-0 Pistes Increase 1.25 Lumber lncreue 1.25 Rep Stress ll'lCI' YES Code IBC2012/TPI2007 TOP CHORD 2x4 OF No.1 &Bir G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 OF No.1&BtrG BRAQNG TOP CHORD a 11 ff-0 3-11-11 CSI TC 0.50 BC 0.35 WB 0.02 (Ma1rlx-M) Structural wood sheathing directly applied or 3-11-11 oc purtins. BOT CHORD Rigid celling dll'9dly applied or 10-0-0 oc bracing. MiTek recommends that llbllizerl Ind requinld Cl'086 bracing be installed duri truaa erection In accordance with Stablllzer lnalallltion uide. REACTIONS (lb/size) 1 = 26210-3-8 (min. 0-1-8) 3 = 21110-1-8 (min. 0-1-8) 5 .. 13/0-1-8 (min. 0-1-8) Msx Horz t = Max Uplift 37(LC_ 10) 3 = -3(LC 10) MsxGrav 1 ,. 384(LC22) 3 352(LC 25) 5 32(LC 3) FORCES Ob) -Max. Comp./Max. Ten. -All forcea 250 (lb) or less except when shown. TOP CHORD 1-10=-90019 BOT CHORD 1-8:-291938 NOTES (14) 1) This tru88 has been checked for unlfoon roof Uva load only, except aa noted. 2) Wind: ASCE 7 -1 0; Vult=110mph (3-eecond guat) Vaad•87mph; TCDL=8.4psf; BCDL=4.2psf; h=25tt; B=40ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional) and C-C Interior( 1) zone; cantilever left and fight expoaed ; end vertic:al left and right expoeed;C-C for members and forcea & MWFRS for 11111ctiona shown; Lumber DOL•1.33 platlt grip DOL=1.33 3) This tru11 is not designed to support a oaiting and is not intended for UN where aesthetics are a conalderatlon. 4) Thia truss has been designed for a 10.0 psf bottom chord Uve load nonconcurrent with any other live loads. 5) • Thls truaa has been designed for a live load of 20.0psf on the bottom chord In all areas whel1I a rectangle 3-6-0 tall by 2-0--0 wide will flt between the bott_om chord and any other membera. · 6) A plate rating reduction of 20% has been applied for the green lumber members. 3 Camber • 1/8 I I 419 I 5-4,1:11 ~ 0-4-5 1->4 DfFL in (IOC) I/deft Ud PLAlES GRIP Vert(LL) -0.05 5.9 >999 360 MT20 220/195 Vert(TL) --0.27 8-9 '>280 240 Horz(TL) 0.04 5 n/a n/a Wind(LL) 0.03 6-9 >999 240 Weight 17 lb FT=20% 7) Bearing at joint(a) 1 conaidera parallel to grain value using ANSIITPI 1 angle to grain fomlula. Building designer should verify c:apacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 5. 9) Provide mechanical connection (by others) of truss to bearing plata capable of \fflhstandlng 3 lb uplift It joint 3. 10) Beveled plabt or ahlm required to provide full bearing IIUffllce with truu chord at joinl(I) 3. 11) Thia truu ia designed In accoldance with the 2012 lntlemational Building Code section 2308.1 and referenced standard ANSI/TPI 1. 12) This tru11 ha8 been designed for• moving concentrated load of 250.0fb dead loceted at all mid panels and at all panel points along the Top Chord, nonconcumtnt with any other live loads. 13) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model waa used in the analysis and design of this truaa. 14) This Job confomlsto LA City code asammended 2011. LOAD CASE(S) Standard