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Home My WebLink About2702 PARADISE RD; ; CB043673; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Patio/Deck Permit Permit No: CB043673 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: • .:C Jv 1 f l("-4-tl IJ[, fcl'.J ll221 AL\/ERTOPi DR GBAD PATIO l!131300300 $9,664.00 CT03-03 Lot#: 3 Construction Type: NEW MULBURY@ BRESSI-1,208 SF GAZEBO@ PUBLIC AREA/ LOT 3 Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: Plan Check#: LENNAR COMMUNITIES LENNAR COMMUNITIES STE 300 1525 FARADAY AVE Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Strong Motion Fee Renewal Fee Add'I Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES STE 300 1525 FARADAY AVE ISSUED 09/17/2004 KMT 10/15/2004 10/15/2004 PC040109 $99.69 $0.00 $64.80 $0.00 $1.00 $0.00 $0.00 $0.00 $0.00 $165.49 Total Fees: $165.49 Total Payments To Date: $0.00 Balance Due: $165.49 EXPIRED PER~lJ:0/15/C"+ 0002 OJ.. Inspector: PERMIT HAS EXPIRED IN ACCORDANCE WITH C.B.C. SECTION 106.4.4 AS AMENDED BY C.M.C.18.04.030 DATE '1 I q\o,s1GNATURE_J..A,:;.>L----:-~ \ .. FINAL APPROVAL Date: 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 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 /exactions of hi h ou hav r i I be n iven N Tl E imilar to thi r which the sta u e limi i n h I h rwise ex ire City of Carlsbad I =1 111dll,1· I •l=i ·Flii,,14,i I July 7, 2005 . LENNAR HOMES 5780 FLEET ST., STE 320 CARLSBAD CA 92008 RE: BUILDING PERMIT EXPIRATION PERMITTYPE: PATIO Permit Number:CB043673 Issue Date: 10/15/04 ADDRESS: 2702 PARADISE RD PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 8/6/05. The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: "EXPIRATION. Every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal· permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Department at (760) 602-2700. Christine Wauschek Office Specialist 1635 Faraday Avenue• Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 @ City of Carlsbad Bldg Inspection Request For: 09/09/2005 Permit# CB043673 Title: MULBURY@ BRESSl-1,208 SF Description: GAZEBO @ PUBLIC AREA/ LOT 3 Type: PATIO Sub Type: Job Address: Suite: Location: 2702 PARADISE RD Lot APPLICANT LENNAR COMMUNITIES Owner: 3 Inspector Assignment: PS --- Phone: Inspector::'?> Remarks: Can you or Phil final this permit???? Total Time: Requested By: CW Entered By: CHRISTINE CD Description Act Comment 19 Final Structural u?t?-c:... Associated PCRs/CVs lnsgection Histo!Y Date Description Act lnsp Comments 04/20/2005 19 Final Structural co PS 04/19/2005 19 Final Structural NR PS 02/15/2005 14 Frame/Steel/Bolting/Welding we PS 02/07/2005 14 Frame/Steel/Bolting/Welding PA PS SEAM NAILING ONLY 02/07/2005 19 Final Structural WC PS 02/03/2005 14 Frame/Steel/Bolting/Welding co PS 01/31/2005 14 Frame/Steel/Bolting/Welding co PS CONSULTATION W/BOB 01/14/2005 14 Frame/Steel/Bolting/Welding co PS NEED APPROVED FAB SHOP ON STEEL COLUMNS 01/14/2005 19 Final Structural WC PS 12/27/2004 11 Ftg/Foundation/Piers AP PC PRE SLAB AND STAIRS 12/21/2004 11 Ftg/Foundation/Piers PA PS FTG NO SLAB NO ELEC IN FTG 12/15/2004 11 Ftg/Foundation/Piers co PS SEE NOTICE ATTACHED 12/14/2004 61 Footing CA PS BY BOB 12/13/2004 11 Ftg/Foundation/Piers co PS MISSING STEEL · STEEL IN DIRT ..... ,,, .. FOOTING OBSERVATION SUMMARY Leighton and Associates, Inc. A LEIGHTON GROUP COMPANY Project Name: Date: /-r:1-oS- Location: Project No. : °l,100«,-o\l Plan File No.: Permit No.: (;.ftZF~o e S,vv. Unit/Phase/Lot(s): rel"\. f!n~ro nt<J,Je1➔ 1,.- 4-£(. -Tvtl;A -,-,.,_ Referenced Geotechnical Report(s): ~ <,, .r-c ~,,.MAL-AH-. Ir!. <;n. NJ~ n ~.p-.. :n f:;,-.. ~,,,~ r ~ , f>t!J,,,.A. ,-J 'i> a l>j ~ c r j Observation Summary 9.,t"L Initials /-13-0~ Date ~ut.. Initials l-1J-0 ~ Date 5ut. Initials /·13-o~ Date Scrl Initials I-rJ-0 ~ Date A representative of Leighton and Associates observed onsite soil conditions. Soil conditions at the site are substantially in conformance with those assumed in the geotechnical report. A representative of Leighton and Associates observed and measured footing excavation depth/width. Footing excavations extend to proper depth and bearing strata and are in general conformance with recommendations of the geotechnical report. A representative of Leighton and Associates measured footing setback from slope face. The setback was in general accordance with the recommendations of the geotechnical report. ·v~lrr-t:-r.~..,..... Fon,,,.,t,. F-u.,._ -rf~ GA~t'0o e r1K f.w. c,,..,_,...~~ ur f!,n~,f~I nt\,J<H :,...11y ~D Ft,_, r:v~.,,__.,,,~ N tes to Superintendent/Foreman \ I fj)oting excavations should be cleaned of loose' debris and thoroughly moistened just prior to placing v oncrete. 2. Based on expansion potential of underlying soils, presoaking of soil below slabs may be recommended. Consult the geotechnical report for presoaking recommendations. We note that clayey soils may take an extended period of time and the contractor should schedule accordingly. 3. In the event of a site change subsequent to our footing observation and prior to concrete placement (i.e., heavy rain, etc.), we should be contacted to perform additional site observations. Note to Building Inspector 1. Soil compaction test results, including depth of fill, relative compaction, bearing values, and soil expansion index test results are contained in the As-Graded Geotechnical Report provided at the completion of grading. /-1:J-() _. For Leighton and Associates, Inc.($, t:6~.,,-t.yr,,,y rz£,f:l) Date White -File Yellow -Client Gold -Field 3930 R/0403 •. , \ CITY OF ~ I UOE!t6S / c" ,,,,,_I< LS /3,,1 t3 DEPARTMENT OF BUILDING AND SAFETY STRUCTURAL OBSERVATION REPORT FORM THIS REPORT INCLUDES ALL CONSTRUCTION WORK THROUGH zc; DAY OF J A2',./IM/2Y ,20~.S PROJECT ADDRESS 2702 STRUCTURAL OBSERVER '6o/7 #'#M/2 /,,,fl, OWNER LIC. OR REGISTRATIO~O Scl7ll CA OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS □-FOUNDATION □-WALL □-FRAMES □-FLOOR □-FOOTINGS, SLAB & STEM WALLS □-CONCRETE □-STEEL MOMENT-SPECIAL □-CONCRETE O-PRESTRESSED CONCRETE SLABS □-MASONRY □-STEEL MOMENT-ORDINARY □-STEEL DECK □-CAISSONS, PILES, GRADE BEAMS □-WOOD □-STEEL BRACED □-WOOD □-HILLSIDE BLOGS-SPECIAL 0-□-CONCRETE -DUCTILE □- FOUNDATION ANCHORS □-0-□-CONCRETE-NON-DUCTILE □- □- □· 0- OBSERVED DEFICIENCIES: REPORT NO. __.f __ _ PAGE NO. OF BUILDING PERMIT NO. C,8043~ D DEFICIENCIES CONTINUED ON ATTACHED FORM (B&S 261 A) I DECLARE THAT THE FOLOWING STATEMENTS ARE TRUETO THE BEST OF MY KNOWLEDGE AND BELIEF: 1. I AM TllE REGISTERED ENGINEER OR LICENSED ARCHrrECT WHO HAS RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION 2. I, OR ANOTHER REGISTERED ENGINEER OR LICENSED ARCHITECT WHO I HAVE DESIGNATED AND IS UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIACANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH THE APPROVED PLANS AND SPECIACA TIONS; 3. ALL DEACIENCIES WHICH I DOCUMENTED HAVE BEEN CORRECTED UNLESS OTHERWISE INDICATED ABOVE, 4. I UNDERSTAND THAT FINAL ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE DEPARTEMENTOF BUILDING AND SAFETY CANNOT OCCUR WITHOUT THE CORRECTION OF ALL OBSERVED DEFICIENCIES; 5. I AM RESPONSIBLE FOR THE SUBMISSION OF THE ORIGINAL OF THIS REPORT TO THE DEPARTMENT OF BUILDING AND SAFETY, CITY OF LOS ANGELES. 6. I HAVE PROVIDED STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF LOS ANGELES. SIGNED 7 ✓-' OF M/21 ~ MONTH , 200 5" , AT C4£LS/3A-,O , CA YEAR CITY STAMP OF ENGINEER OR ARCHITECT STRUCTURAL OBSERVATION DOES NOT WAIVE ANY OF THE REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THIS DEPARTMENT DISTRIBUTION: STRUCTURAL OBSERVER TO SEND ORIGINAL TO THE BUILDING INSPECTOR'S OFFICE, ATTACH THE RAST COPY TO THE APPROVED PLANS, AND KEEP SECOND COPY FOR STRUCTURAL OBSERVER'S RECORD AND DISTR18UTIONS. B&S261 R12/95 SOil • TESTING, tN• SOUTHERN CALIFORNIA SOIL & TESTING, INC. ·6280 RIVERDALE STREET. POST OFFICE BOX 600627. SAN DIEGO. CA 92160-0627 Phone (619) 280-4321, FAX (619) 280-4717 SCS&T FILE NO. 01'/f ¢6-{ P.O. NO.:, _________ _ C PL NC FIX FIELD INSPECTION REPORT FOR: 0 REINFORCED CONCRETE 0 REINFORCED MASONRY D a.c. CONCRETE 0 ROOFING/WATERPROOFING D P.T. CONCRETE/STRESS O EPOXY ANCHORS PHASE#: DSA FILE NO.: LOCATION OF WORK INSPECTED: MATERIAL CLASSIFICATION: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: /j"}'(.) UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best of my knowledge in compliance with the approved plans, specifications and applicable sections of the governing building laws. Inspector Initials . t1J8 J"U ,;z/Jt?t/(:;. DSA I hereby certify that I have inspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in ·suPERINTENoENTS s1GNATUAe accordance with the requirements of the DSA approved documents. The work inspected •,1gna1u,e euthorim the above wo,k. complies with the DSA approved documents. Yes: __ No: __ Inspector Initials. ______________ _ SCST205 (REV 8/04) PAGE_1_0F )('WELDING D FIREPROOFING 0 H.S. BOLTING 0 DSA APP. NO.: PLAN FILE NO.: TIME DEPARTED:/ __53'0 I ( 11:/;, ~ ·rf ~ 33581 SOlL • TESTING, IN• SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, POST OFFICE BOX 600627, SAN DIEGO. CA 92160-0627 Phone (619) 280-4321, FAX (6 19) 280-47 17 SCS&TFILENO. 0£//;2 i/64 P.O. NO.: _________ _ PL NC FIX PAGE __ OF .,)(REINFORCED CONCRETE D REINFORCED MASONRY D WELDING D FIREPROOFING D a.c. CONCRETE D ROOFINGNvATERPROOFING D P.T. CONCRETE/STRESS D EPOXY ANCHORS O H.S. BOLTING D PROJECT TITLE: DSA FILE NO.: PERMIT NO.: ENGINEER: SUB CONTRACTOR: MATERIAL CLASSIFICATION: DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: UBC I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspected is to the best f my knowledge in compliance with the approved pla , specifications and applic e ions of the governing building laws. Lk:~~~~;;;-;;-d'i Inspector lnitials. ___ f--f.....,_---,,,__ ______ _ DSA I hereby certify tha I a nspected the above reported work in accordance with the requirements of DSA approved documents. Sampling and testing were conducted in ·suPERINTENDENrs s1GNATURE accordance with the requirements of the DSA approved documents. The work inspected •91gnature authorizes the above wor1<. complies with the DSA approved documents. Yes: __ No: __ Inspector Initials ______________ _ SCST205 (REV 8/04) DSA APP. NO.: PLAN FILE NO.: TIME DEPARTED: 1§ · Southern California Soil and Testing, Inc. 6280 Riverdale Street, P. 0. Box 600627, San Diego, CA 92160 (619) 280-4321 Concrete Compressive Strength Test Report File Number: 0412464 Project Title: Village Square Project Location: 2702 Paradise Road Architect: Engineer: Contractor: PBC Construction Location In Structure: Lot 3-Gazebo Footing Material Supplier: Hanson Mix Designation: 4016111 Admixture(s): Time in Mixer: 60 Mins Air Content: % Air Temp: Truck Number: 557 Samples Made By: TRS Laboratory Number: 2433 2434 Mark: 3 Date Made: 12/22/04 Date Received 12/23/04 Date Tested 12/27/04 01/19/04 Diameter, Inches 6.00 Area, Square Inches 28.27 Maximum Load, Pounds 103,250 146,250 Compressive Strength, psi 3,650 5,170 Age Tested, Days 5 28 Required 28 Day Strength, psi 4,000 Fracture Type C Permit No: CB04-3673 ---------PI an File No: Carlsbad Slump Inches: Unit Weight, pcf Concrete Temp: Ticket Number: Samples Tested By: 2435 01/19/04 148,250 5,240 28 C --------- 5.00 750369 CN Specimen sampling, identification and notations regarding field inspection were provided by others. Only specimen curing from the time of receipt and compressive strength testing were performed by this agency in accordance with the applicable ASTM C39 standards. This agency makes no other warranties express or implied. Legend: Fracture Type -Cone =C; Cone and Split =CS; Cone and Shear =CSH; Shear= S; Columnar= CL Distribution: Reviewed By: 1 Lennar Land Division-Ro Publico/Jim Urbina (1) Ci!)' of Carlsbad 1/20/2005 Nazarian Engineering Consulting Structural Engineers SIGNATURE .. ~?~ ~/P-9/' k,,.-. DATE IC;l/8i/i2<I JOB NO. 6 -z,3 SUBJECT ------------:::-:;.;:===::::::::-----SHEET Z OF __ SHEETS r:J e, To ~oN' I/ L ~ /f ZE!3o Roo./ ~/2-- n / -J/i Iii ✓-/ C.::-✓r/ .C:.o.:? ,,,., .s /U R?='o ✓ ~~7//,)-;71 ~e Me-,,J!::~ fol:: /6': IJ. 2)(ZC) == 7-/1-'I :-.- fe,/.J/01-/ r~ ~ /J~✓.re:.. ./1 =-I?~# /s; J -.z~ 7;t'.( Jo/ J .L 1-r.t,25 ,. J9 7f,,; 7;. = /977.f 11?1(2)(,?~.l} ;2 2 ~ f fa r It/-~ =-Z~J# ~ 72 Ti --lz. I f I I «-.1e ../ "s tJ r 11-/ /~= //,~(Z.?~J = 3tt'?f/-4' .!? t:lk ¾i'x 3 11.&~r H> ~l,t-s-;e ~/~ i I I \ I Vill ~e Br-c:-ss ·, ,;)-tDd @ Mark J Blakely Structural Steel & Welding Special Inspector ll'f' 1110IJl(lllJ 11:i•nec t1e1ec11 IS CERTIFIED n rile CJtegorv snov.n hJ.,111111f"'l1 -r,, tlftPd l'UP,l!J!lt to <.iccessful rr,mi:1cr t'll O' ti C' Pl t'5C :IJed Vvr tter "Q~, re r,ent~ . E'L J'1J11 01ce Novembt!r ~ 2007 _ <, /. j No 0840463·85 //, 1, :_I. --f"T~ ~J[ Vlltd ,rn1.rsr ,qr'-ll', (t11(1fr:11te 110 (1~1 R..d . ' >,_,· ' I, I D'~IVER L'r:ENf-: f>i71 093 '.f./lRt( JO$EPH bt.AKELV lU~ ,UTTER LN SAN MARCOS CA 92069 SEX:M HAIR:6RN HT :S-09 WT: 170 EYES:BRN IE. , ' - ;l/,'..,..cf "&17- ITT'IIIIZOO) Z35 R8 fO •.13 ,,n:uu:s lZ: 26 FAX 858 558 9188 ,· : SAM'S GAZEBOS GILLESPIE DESIGN FAX NO, : 310-324-8639 r . l . I ~ ..... _ .__ ..... ~_. ! --.•~-........... _,_ l •-•• • ... .,~-.., CERTIFIED WELDER License # P005252 , RICHARD R. GRIFFITH . s """"'""~-=, ...., ... •· iscu..i 1>r Clly o/ ~o~ Ange=. ~ ; Depa"ment ol 8uik.ll"'i9 af\U Sofet'f V .. ~003 Jan. 13 2005 11:13AM P2