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Home My WebLink About2005 LEMONBERRY LN; ; CB061602; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-14-2007 Residential Permit Permit No: CB061602 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 05/14/2007 # Dwelling Units: Bedrooms: Project Title: Applicant: Building Inspection Request Line (760) 602-2725 2005 LEMONBERRY LN CBAD RESDNTL Sub Type: 2550122000 Lot#: $368,475.00 Construction Type: Reference #: 3 Structure Type: 6 Bathrooms: LCGLEN/2005,2007,2009/UNITS 303,304,305/3560 SF, 595 PATIO APT 0 VN SOP 98-01 MF2-4 6 Owner: Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: ISSUED 06/06/2006 JMA Plan Approved: 05/14/2007 PC060032 CONTINUING LIFE COMMUNITIES LLC CONTINUING LIFE COMMUNITIES LLC 1940 LEVANTE ST CARLSBAD CA 92009 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 $1,375.08 $0.00 $893.80 $0.00 $0.00 $36.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1940 LEVANTE ST CARLSBAD CA 92009 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO 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: $14,377.83 Total Payments To Date: $14,377.83 Balance Due: Inspector: Clearance: l/i:,,l o~ $0.00 $0.00 $0.00 $2,883.60 $6,706.25 $0.00 $0.00 $0.00 $1,260.00 $0.00 $0.00 $1,056.00 $107.25 $59.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $14,377.83 $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 fol!ow that procedure will bar any subsequent legal actlon 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 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 I x i n f whi h h v r vi I iv n N Tl imil r hi r whi h h of limi i I h i City of Carlsbad Bldg Inspection Request For: 01/22/2008 Permit# CB061602 Title: LCGLEN/2005,2007,2009/UNITS Description: 303,304,305/3560 SF, 595 PATIO Type: RESDNTL Sub Type: APT Job Address: 2005 LEMON BERRY LN Suite: Lot O Inspector Assignment: PY --- Phone: 9496785559 Location: Inspector: ----- OWNER CONTINUING LIFE COMMUNITIES LLC Owner: Remarks: PM Total Time: Requested By: NA Entered By: JANEAN CD Description 19 Final Structural ~ Comment 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ----------____________________ ., __ _ Comments/Notices/Holds Associated PCRs/CVs Original PC# PC060032 PCR07091 ISSUED PCR07133 ISSUED LA COiTA GLEN BULLETIN #I MECH; AND ARCHITECTURAL CHANGES LA COST!\ GLEN YILLAS-DEl'ERRE:D; TRUSS CALCS lnsQection Histor,< Date Description Act lnsp Comments 12/10/2007 39 Fina! Electrical PA PY 2001 LEMONBERRY 10/02/2007 82 Drywall/Ext Lath/Gas Test AP PY 09/27/2007 16 Insulation AP PY 09/21/2007 84 Rough Combo AP PY 08122/2007 13 Shear Panels/HD's AP PY 08/22/2007 18 Exterior Lath/Drywall WC PY 08/15/2007 15 Roof/Reroof AP PY 0710912007 31 Underground/Conduit-Wiring PA RB SEE JOB PLNS 06125/2007 11 Ftg/Foundation/Piers AP PY 06/1412007 21 Underground/Under Floor AP PY 0611412007 22 Sewer/Water Service AP PY BUREAU VERITAS Project Name Project Location Contractor 2_065 ~CN\.b~ w □ Testing Engineers -San Diego 6 Testing Engineers -Inland Empire A BVNA, Inc. Company A BVNA. Inc. Company 7895 Convoy Court, Suite 18 41146 Elm Street, Suite A San Diego, California 921 11 Murrieta, California 92562 Phone: (858) 715-5800 Phone: (951) 677-0366 Fax: (858) 715-5810 Fax: (951) 677-5761 CONSTRUCTION INSPECTION REPORT Building Permit# _______________ _ DSA APPLICATION # Client P.O. # NTP # PROJECT# Date_...._....__-1--=-----¥--'+----- Time Arrived_-+/_O ________ _ Time Departed,-ilc.. 1...:2=--_•_• ______ _ OSHPD # ___________ _ /!f1 Field Report D Notice to Comply NC#-------------Date Cleared------------ ~ Concrete 0 Anchors □ Welding p Othe,r ~ / Pt"'.1 Documents Referenced D Soils Report D Plans Date □ □ □ rz ~ b "'.,.. Reinforcing Steel □ Masonry □ Bolting □ Weather D Specs. Date Type of Equipment Used _____________________________ _ Pre-Post Tensioned Tendon □ Batch Plant Soils □ Foundations Fireproofing □ Metal Decking Man Power □ RFI # D Codes Calibration Dates Density Count _______ Moisture Count _____________ Gage Type _____________ Gage# _______ _ D Sample Type: Amount Madefraken: foLLo vJ l ~ r ... L or A-)-• O ~( \t 1 Lt e, S' This Work D Was O Was Not Inspected, Tested, and Sampled in Accordance With Requirements of the DSA Approved Documents. ... ~l The Work Inspected O Met O Did Not Meet the Requirements of the DSA Documents. The Work Tested D Met D Did Not meet the Requirements of the DSA Documents. The Work Sampled D Met D Did Not meel lhe Requiremenls of the DSA Documents. CERTIFICATION OF COMPLIANCE: To the best of my knowledge, all of the observed work, unless otherwise stated, is in Conformance with the approved plans and specifications and the workmanship provisions of the Applicable code. 9 01 0 Did Not Meet. Cc: Project Architect: Structural Engineer: Inspector of Record: Inspector's Signatura.__~;.2~d:..::,.;.-_ _::;~;;;:;;~b,~~~:S...~ Approval signature / Name Reviewed by ~: Architect Structural Engineer Project Inspector DSA r DSA Regional Office: School District: Certification # / Exp. Date U b'S:° I I Inspector's Name Date ____ _ Date Reviewed 08-22-07 01 :33PM F~GOUVIS ENGINEERING 04a m 53z1 T-066 P.001/004 F-112 UoS LeinoN~lJVIS81Uill&lflrill oc., ~ 1(..0 2... consulring group, inc. cE ~ : ' . ' ... ,., · ... · ·:/·'::i(::·:.;:/L ... :'.· .. +.: ·):)<v ''' ·i:·i Augu~ 22, 2007 ~ Stoic KTGY Group, Inc. 17992 Micchell South ll'Yine, CA 92614 Re: La Com Glen Nordl Carport and Garages Rctainin, Wall GECG Job Ne. 60995-520 Dear Mr. Stoltz, Pu~t to YoUr request reprdln( the above capdoned project, we submlc che followinC: Auached please flnd calculaiJons :and decail for a. 4 ft. retaining wall at Carports. Note: Please verify the above with the building department prior tO construction or with written approval from appropriate buildin& clepartmenc lnspecmr. If you have any questions please do not heslute co contact this offi~ Sincerely, GOUVlS ENGINEERING CONSUL TING GROUP Auachmena (3) 949.752.1612 Pax 949,7,2.5321 ,MOO Canlpus Orlvc ~=rt Bea.ch, CA w V cpa, NV Palm Springs, CA Pleasanton. CA sacnmmto, CA Ho Chi Minh City DMZ-OT 01 :33PM FRot,t-GOUVIS ENG INEER ING mmm1 T1d•: 0ICIM: Deecrlpt!Ofl : sco,,.: T-066 P.OOZ/004 F·1 1Z Job # (,O ~1'1,J Date: 11 :-49AM, 22 AUG 07 Code Ref: ACI 318-02. 1997 UBC. 2003 IBC, :l003 Nl'PA SOO0 ------. Cantilevered Retaining Wall Design P• 1 Description ~ .... c.rlllllie_.r_,a ________ .... ! Soll Data I (i-ooing Strengths & Dimension, I Retained Haight " 4.00 ft MfM SOil 8eattng • zooo.o psf Equlvalent Flutd Pr-.ire Metnod Wal height atiow 1011 • o.oo n HNI Active PresMe = as.o SI~ Behind w.a • 0.00 ; 1 Too Active Pl9Ullt'9 : 0.0 Height of Soll over Toe • 0.00 In Pualve Pre6sln = 2'0.0 6011 Density • 11 o.oo pct Water height ovw ""' = o.o ~ FoollngllSoll flrlctlon • 0.300 Soft height lo ignore for pa&&lva prmaure Wind on Stem ; o.o pct .. 0.O0in f'c -2,500 psi 'fly • eo.ooo psi Min. M % • 0.0014 Toe Wldln 1.75 ft Heel Width 0.67 T otel Feeling Width • :£.4"2"" Footing Thickness ,. 18.00 In Key Width c 0.00 In Kay Depth = 0.OOln Key OislBnoi from Tee = 0.00 ft I AJdal Load t,epued to stem:::::, Cover O Top ,. 3.00 In Cl e1m.• 3.00 In Axial Loe<I Eooentnc:lly = 0.0 In Axial DAd Lo:.1d • 150.0 lbs Axllll uve 1.0ad • o.o lbs I Des1pn Summary . :=) fstem Constructl_o_n _ ____,_ Top~,.,..---- -SllmOK Total 8eaMQ Loed • 1,218 11>8 ... resultan1 ec:c:. • 3.25 In Soll Presaure C Toe • 844 psf OK SOIi Prustu.@ Heel • 186 psf OK AlloW.ble • 2,0001»f Soil Pres,ure &.ess Than Alowable ACI FaCC01'81:1 = Toe = 1,038 paf ACI Factored = Heel = 203 psf flooting Shear O Toe • 4.2 psi OK Footing Slleir @ Heel -0.0 psi OK Alowable " 85.0 ps1 Wall Stability Rilltl0$ Overturning • 2.18 OK Sliding " 1.22 Ratio < 1.51 Sliding Cales (Venlcal Component Used) Lateral Slldtng Force • 529,4 lbs les$100% Passwe 1-ori:. • 281.S lbs laSS 100% Friction f'orce= • 365.8 lbs Added l'orce Req'd = 0.0 lbs OK ... .for 1.5 : 1 Stability • 14T .0 lb8 NG LFootini Design RNulta -, -1.RL .....l:fllL ~adOfed Preciul'Q = 1,038 203 pet' Mu' : UpwaR1 :: 0 0 ft-# MU' : Oownwarct c O 0 ft-# Mu: Oulgn • '53CI O ft..# Actual 1•W-.Y Shear = 4.23 0.00 psi Allow 1•Wey Shear • ae.oo o.oo pal Toe Reinforcing = None Spec'd Heel Reinforcing "-None Spec'd Key Reinforcing • None Spec'd Doclgn helgflt ft• 0.00 Wall Melerial Above "Ht" Thldcne1111 • Masonry • 8.00 RebarSIZe = # 4 Rebar Spacing ::: 18.00 Rebar Placed at = ~. Design Data ---- fb/FS + fa/Fa = Tot.al Force C Section 1118 = Moment., .. ~! ft~• MornenL ... Alowabh= • Sheer .... .Ae1Ual pal• Stiear .... .AlkMable pal'"' Bar Oe'illop ABOVE l'it. In = Bar Lap/Hook BELOW H1. In • W;aJI Weight ,. Rebar Daptn 'Cf In= l1Al2 280.0 373.3 905.4 4.11 111,4 24.00 6.00 84.0 a.25 Masonryoata -· --------rm pcl = 1,soo f'3 p&lc 24,000 SOlld Grouting = Yeo Special lnapedlOn = No Modu1• Ratio 'n' "' 25. 78 Short Term Fldor • 1.000 Eaulv. Solkl 'Thick. In• 7.60 Maeonry Block Type • Normal Weight Concna Data -----re F'y 9a-2z-or 01 :33PM FROl.t-GOUVIS ENGINEERING mmm1 Title: Ds9nr: Desc;nptlon : S~: T-086 P.003/004 F-112 Job# f-D'T7..J Date: 11 :4QAM. 22 AUG 07 Code RAif: ACI 318-02, 1997 UBC, 2003 !BC, 2003 NFP~ !5000 ---Cantilevered Retaining Wall Design Desc;rlpt.ian !-~ry of Overtumlng & Resisting Forces & Moments Heel Active ~re c ToeAQUve P19NUre -= Surctlsr9$ Ovw Toe • Adjacent Footing Load • Added Lateoll Load • Load @ Stem Above Soil = Sei~icload "' 629.4 1.83 Tola! • !129.4 O.T.111. = Rfli1tlngl()wrtumlna Ratio = 2.1 a V11rtiail Loads U8ed for SOU Pressure= 1,219.3 lbll Vel1ical component or adlv• p,essure UMCl lor soil pres,1.11'9 970.5 SOIIOVWHool • $!Oped Sol Over Heel " Surcharge Over Heel • Ad)ac.nt !'oodng !.oad • Axial O~ Load on Slem:a Soll Over Toe • SIM'dlargc Over Toe • 970:S stem Welght(I) = farll'I @ Stam Transl~• Footing Weight • l<ayWel9l1t • Vert. Component = Total"' Page 2 --·7 ..... RHISTINQ ..... Force Di:stance Moment lbs ft ft-# 2.42 150.0 2.08 312,6 378.0 2.08 787.5 543.7 1.21 857.0 147.5 2.42 356.6 1,219.3 ~ R.M ... 2,113.6 OMZ-OT 01 :33PM FROM-GOUYIS ENGINEER ING GOUVIsenuinearlnu consulting group, inc. ua mm, T-086 P.004/004 F·IIZ Job~ ~O~_s9' [Arr: 8 /-t;-t, /o7 Paf:J:-4, DCT-16-2OO6 MON 02:34 PM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 06 COMMUNITY FACILITIES DISTRICT NO. 1 NON-RESIDENTIAL CERTIFICATE: NON·Rt::SIDENTIAL LAND OWNER, PLEASE READ THIS OPTION CAREFULLY ANO BE SURE YOU THOROUGHLY UNOERS"l"AND SEFORE SIGNING. THE OPTION YOU CHOSE WILL AFFE:CT YOUR PAYMENT OF THE DEVl::i_OPED SPECIAL TAX ASSESSED ON YOUR F'ROF'ER'TY. THIS OPTION IS AVAILABLE: ONLY AT THE TIME OF THE FIRST au1LDING PERMrf ISSUANCE. PROPl::RTY OWNER SIGNATURE IS Ri::QUIRED BEFORE SIGNING. YOUR SIGNA(URE IS CONFIRMING THE ACCURACY OF ALL INFORMATION SHOWN. CONTINUING l.lFE COMMUNITES I.LC NAME OF OWNER 1940 LEVANTE S'r. ADDRESS CARLSBAD, CA CITY.STATE 2550122000 92009 ZIP 760-704-6300 TE/...EPHONE 2005/2007/2009LltMONBERRYLN PROJECT ADDRESS CARLSBAD, CA 92011 CITY.STATE ZIP Ass!;SSOFI F'ARCEL NUMBEF!(s) OR APN(s) AND LOT NUMBERS(s) IF NOT Yc:T SUBDIVIDED BY CO!JNTY ASSESSoR CB061602 BUILDING f'E'RMIT NUMBER($) As CITED BY ORDINANCE No. NS. 155 AND AOOPT'EO BY THI!: CITY OF CARLSBAD, CALIFORNIA, THE CITY IS AIITHOR!Zf:D iO LEVY A SPECIAL TAX IN COMMUNITY FACILITIES DISTRICT No. 1. ALL NON-RESIDENTIAL PROPERTY, UPON THE ISSUANCE OF A BUILDING PE;RMrf, SHALL HAVE THE OPTION TO (1) PAY THE SPECIAL. DEVELOPMENT TAX ONE TIME OR (2) ASSUME THE ANNUAL SPECIAL TAX -DE;YELOPED PROPERTY FOR A PERIOD NOT To EXCEED TWENTY- FIVE: (25) YEARS. PLEASE INDICATE YOUR CHOICE BY INITIAW~NG THE APPROPRIATE UN!!; aet.OW: OPT!ON(t): OPTION(2>: f ELECT TO PAY THE SPECIAL TAX• ONE TIME NOW, AS A ONE•TIME PAYMENT. AMOUNT OF ONE~ SPECIAL TAX:$ 2883.60 OWNER'S INmAL.S . I ELECT TO PAYTI--!E SPECIAL DEVELOPMENT TAX ANNUALLY FOR A PERIOD NOT TO EXCEE:0 TWENTY-FIVE (25) YEARS. MAXIMUM ANNUAL SPECIAi.. TAX: $ 398.23 OWNER'S INITTALS~-~ I DO HERESY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND A D WILL COMF'LV WITH THE PROVISION AS STATED ABOVE. PATE ' THE cm• OF CARl.SaAD HAS NOT INDEPENDr.NTI..Y Vl'f'!FI~ THE INFORMATION SHOWN ABOVA, TliEREFOF!li, WE ACCS'.PT NO RESPON$1&1U1Y AS "1'0 THE ACct.lflACY OR COMPLETEN~ OF"'JHIS INFORMATJON. l.AND US.:, FY, FACTOR COMM,-5/96,· .8 f X SQUARE FT. 3560 = $2883.60