The URL can be used to link to this page

Home My WebLink About2582 DAVIS AVE; ; CBRA2020-0197; PermitBuilding Permit Finaled (City of Carlsbad Residential Associated Permit Print Date: 10/13/2021 Job Address: 2582 DAVIS AVE, CARLSBAD, CA 92008-1451 Permit Type: BLDG-Associated Permit Residential Work Class: Parcel#: 1552520600 Track#: Valuation: $81,360.00 Lot#: Occupancy Group: #of Dwelling Units: 1 Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Description: LUEBBERT: 480 SF ATTACHED ADU Applicant: JAMES CHINN 2120 JIMMY DURANTE BLVD, # 114 DEL MAR, CA 92014-2215 (858) 755-5863 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Property Owner: D L FAMILY TRUST 2580 DAVIS AVE CARLSBAD, CA 92008 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL 561473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-MEDIUM Second Dwelling Unit Total Fees: $1,213.34 Total Payments To Date: $1,213.34 Building Division Permit No: CBRA2020-0197 Status: Applied: Issued: Fina led Close Out: Inspector: Final Inspection: Balance Due: Closed -Finaled 10/05/2020 12/07/2020 PB urn 10/13/2021 AMOUNT $547.76 $0.00 $43.00 $175.00 $52.00 $80.00 $4.00 $10.58 $246.00 $55.00 $0.00 Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov ' : /: PERNIJ:.INSPECTION HISTORY for {CBltA2020•0197) Application Date: 10/05/2020 Owner: TRUST D L FAMILY TRUST Permit Type: BLDG-Associated Permit Residenti, Werk Class: Second Dwelling Unit Issue Date: 12/07/2020 Subdivision: SUNNY SLOPE TRACT POR OF Status: Scheduled Date 08/13/2021 10113/2021 Closed -Finaled Expiration Date: 02/09/2022 Address: 2582 DAVIS AVE IVR Number: 29136 CARLSBAD, CA 92008-1451 Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Status Checklist Item COMMENTS BLDG-Building Deficiency 08113/2021 BLDG-17 Interior Lath/Drywall 164135-2021 Passed Tony Alvarado Checklist Item BLDG-Building Deficiency COMMENTS August 13, 2021: (virtual inspection). 1. No drywall Building Deficiencies. 2. Drywall/gypsum board; type, size, and method of attachment-approved. 10/13/2021 BLDG-Final Inspection Checklist Item 168378-2021 COMMENTS Passed Chris Renfro BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Passed Yes Passed Yes Passed Yes Yes Yes Yes Yes Complete Complete Wednesday, October 13, 2021 Page 2 of 2 Building Permit Inspection History Finaled (city of Carlsbad A)fi' ', 'f}{t;,,:;,,i;'."fbj", ~ ,',' , "~ 0 \0/ ', · ,;tffli: ,MIT INl~ECTION ~I TORM.for Gf.:tM202Q-0197) , Permit Type: BLDG-Associated Permit Residenti, Application Date: 10/05/2020 Owner: TRUST D L FAMILY TRUST Work Class: Second Dwelling Unit Issue Date: 12/07/2020 Subdivision: SUNNY SLOPE TRACT POR OF Status: Closed -Finaled Expiration Date: 02/09/2022 Address: 2582 DAVIS AVE IVR Number: 29136 CARLSBAD, CA 92008-1451 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 11/17/2020 11/17/2020 BLDG-SW-Pro-Con 143876-2020 Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/08/2020 12/08/2020 BLDG-11 145661-2020 Partial Pass Chris Renfro Reinspection Incomplete F ou n datlo n/Ftg/Plers (Robar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial pass on first pour of ADU and No addition foundation. Second pour is pending. Need hold downs and anchor bolts in place. 01/07/2021 01/07/2021 BLDG-Gas Meter 147720-2021 Cancelled Chris Renfro Reinspection Incomplete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency No 01/20/2021 01/20/2021 BLDG-22 Sewer/Water 148605-2021 Passed Paul Burnette Complete Service Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/08/2021 02/08/2021 BLDG-11 149978-2021 Passed Chris Renfro Complete F oundatlon/Ftg/Piers (Robar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/03/2021 08/03/2021 BLDG-84 Rough 163412-2021 Failed Paul Burnette Reinspection Incomplete Combo(14,24,34,44) Checklist 1tem COMMENTS Passed BLDG-Building Deficiency No BLDG-14 No Frame-Steel-Botting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 08/09/2021 08/09/2021 BLDG-16 Insulation 163787-2021 Passed Chris Renfro Complete Wednesday, October 13, 2021 Page 1 of 2 ·-GEOTECHNICAL EXPLORATION, INC. City O 4no11•1v SOIL & FOUNDATION ENGINEERING ~ Ree GROUNDWATER • ENGINEERING GEOLOGY FEB o s to11 nr,r. C 1 FIELD REPORT ON OBSERVATION oFYoJW,o 0P¥TE: 'r1 AtJ C.. I BUILDING DIVISION / TIME: I l : 3 c> CLIENT: /J .. "'L Uc..~Lc.,.../-JOBN0.-Zu•f3oz..s PROJECT NAME: l.,t. Lt(./+ ~((i.: tl,...y_ .AblA LA J.J. . .J ··"" _-z._-s-.=....-,,c_i o=-----~~ .... _.._, _____:_A____._11 __ L.'-----_1 ____.c:c=---, ,_4> '-=---•...;c__,.A~, CA:-PROJECT ADDRESS: □ □ The footing excavations listed below were bottomed ~aterial for which the bearing values recommended in the foundation report are applicable. X" The cast-in-place drilled friction piles listed below penetrated material for w hich the al lowable supporting capacities recommended in the foundation report are applicable. The piles were excavated to diameters at least as large as specified and the excavations extended at least to the depths indicated on the Foundation Plans. The excavations for the cast-in-place belled piers listed below were bottomed on material for which the bearing values recommended in the foundation report are applicabl e. The excavations were at least as large as specified on the Foundation Plans. The driven piles listed below were observed to be driven to the specified lengths and/or D driving resistances to obtain the supporting capacities recommended in the foundation report. /· I { £, s,-l '\. {} • ALSt.t""A:-~ Based upon observations, it is our opinion that the foundation recommendations presented-i-n,tbe v ~repoft .. ~e..f.o:U-fl0'!tti~r.i.v.~~' Job No."lll .,, o '--1>, dated 7. oz.,h 9ee}/(are ~,;"'') 1 • not) appli~abli to the conditions observed. Foundation Plans by ~""-~'-•e." ~ , "' -1, .. ~'"""' dated ql2 1 _,-.. were used as a reference for our observations . ... tM~ l . t V< ' '4. -l-,. ._ I<-.:,.,.,...>· 1'( v=;:;j_:~'s'. o~sw.<A. -,At:,v._/ AJJ..·ct.-..,, MQQr,~nn11?AM 1/00 M;J,U,-f~t,'Dr: (r:"•Ai:-'~ g...,-\ -k1t~4\ /.,o,4:,..~ a,:l((.,\"-l:~ o..,.. <A. Wc.d, , .._. :l.L.kM A 5 f .. I. ,. J. !j LI) ( "-.. ~ , -z. " ) #,c,.,,Jt.A O)'\. 5v.+ .. Lfc.. dot.\.f!".••,+".,,( 'f,;·1/ s,~ls ~OT\~b,~t~~~ repo~~ • .to,.t~•f ~; Zo~stitu: :~ appr~}. ~ :f fo~ :d:t:Jl~at~! :; : sf. footing size or depth, reinforcement, or foundation design. v I d Loose, soft, or disturbed soils must be removed prior to placement of reinforcement or < t"" ( concrete. ,,,I,~ The opinions and recommendations presented in this repo~w?re based upon our observa-I/ 2. tions and are presented in accordance w ith g neraiiy)'a·ccepted professional engineering practice. We make no other warranty, either expres i'nl lid. 3. 7420 Trade St. San Diego, Ca . 92121 • (858) 549-7222 • FAX: (858) 549-1604 {_ tb '/ 8/z.• Job Name -~~--'-1-f~-~..........._u~·-c,\e_4_ua.., ____ Job # 20 -'3oi..s Date ___.___.__., '------'---'------II 0.1\. rr C ol . -t: ' tA Q4".o u ~ ~. <-1-.-Glr .. ,...l ,J u ( ro1,, wl ' u 0 ,J Recommendation: _l:....:cl:.....:.l_-=-=::....:..:::..::..=-• ::...::· ~.i.:..-,,..,:....:.,.-_..;:.../.=.,0::...:~..:...:""'c=..-=-t -~//c--=-0 -----'' "°'....:..::~..:_-<::...c......... _____ ---1 J " J u V 11 Oo, l:,,.,r.c..r ~ u f -..&. q,<,,,.,I • co u ~ By: r/1~. j --;-~-,;;;;;;:--c=~~;:_-----Received by: ------------~ I 7420 Trade St. San Diego, CA 92121 • (858) 549-7222 • FAX: (858) 549-1604 • E-mail: geotech@gei-sd.com GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING GROUNDWATER • ENGINEERING GEOLOGY It./ t 4 DATE: 17..,/ '::!/-..,, If TIME: ~ />~ p~t,iof4~sbad DEC O 9 2020 CLIENT: ~..,c ( v~ llt.a'tiLDING DIVISION JOB NO. Zo -("30-z.g PROJECT NAME: _l_..,_~ _t_L_t.. .,_~ _ ___._R__.:_;'-::........,'L..__A______,,_~_L-\..-1-/_A_:_J...._vl____::_:__~ ~..:.._:___.::._"""-~- ' PROJECT ADDRESS: ~~-" Av< □ □ □ The footing excavations listed below were bottomed on material for which the bearing values recommended in the foundation report are applicable. * The cast-in-place drilled friction piles l isted below penetrated material for which the allowable supporting capacities recommended in the foundation report are applicable. The piles were excavated to diameters at least as large as specified and the excavations extended at least to the depths indicated on the Foundation Plans. The excavations for the cast-in-place belled piers listed below were bottomed on material for which the bearing values recommended in the foundation report are appl icable. The excavations were at least as large as specified on the Foundation Plans. The driven piles listed below were observed to be driven to the specified lengths and/or driving resistances to obtain the supporting capacities recommended in the foundation report. ~~ ... .{ .,..; ;,~,~ Based upon observations, it is our opinion that the foundation recommendations fli:e5-enl'.e€1-iLthe / 1 r..ep.9c~~-uu~-fe,~gatio□ jn\lestigatioo, Job No.'?..o -r,0 '2 8 , dated t..o L-u (a re)/(are ~~~,v .... -t,·...._~ not) applicab to the conditions observed. Foundation Plans by T,...,~, (J.,,',.,,. ~ t,., 1 •~ dated 'f 'Lt .) were used as a reference for our observations. o-_\,,.~ Jc..,.,..._ Cw,.'> ,., l., ... ' . «,..J... "..,r J-~.tA."' -:k_ ~1.'"' ., ~ o ~ ~ t.. r "'Lcl E 5;,t ... ,....., 'jc_ ~ <:. ; ~ 11'-V', 0 rc.,c.~ At),(A./AclcA.,+;""".. t~, + J No rtk °'-"-":\ Sov"'"t~ ? e_ r: & ._+ Y::: & .J. 0,,' .J,1/>,::c,<pl (-..(_ • \.,, ' &O,d oh.ti_ ... ,v.,: I\ : .. • ,,, i r z ,J .-o -/. s., . :f.-. LI,. /or.,,,,.:1.,_ ...,_/__ s: o: <> NOTE: 1 The observations reported above do not constitute an approval of foundation location, footing size or depth, reinforcement, or foundation design. 2 Loose, soft, or disturbed soils must be removed prior to placement of reinforcement m concrete. 3 The opinions and recommendations presented in this reoOJCI..-\Ne.re based upon our observaa tions and are presented in accordance with gene y accepted professional engineering practice. We make no other warranty, either express r impli 7 420 Trade St. San Diego, Ca. 9212 1 • (858) 549--7222 • FAX: (858) 549-1604 ro 1-11\. l GEOTECHNICAL EXPLORATION, INC. SOIL & FOUNDATION ENGINEERING e GROUNDWATER e ENGINEERING GEOLOGY .._ rr. or 7420 Trade St. San Diego, CA 92121 • (858) 549-7222 • FAX: (858) 549-1604 • E-mail: geotech@gei-sd.com