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Home My WebLink About1935 CALLE BARCELONA; BLDG 8; CB013777; Permit12-09-2002 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Commercial/lndustrial Permit Permit No: CBO13777 Job Address: Permit Type: COMMIND Sub Type: COMM Parcel No: Lot #: 0 Status: ISSUED Valuation: $460,633.00 Construction Type: NEW Applied: 12/07/2001 Occupancy Group: Reference #: Entered By: MDP Project Title: THE PAVILION AT LA COSTA Plan Approved: 12/09/2002 9,718 SF RETAIL STORE, BLDG# 8 Issued: 12/09/2002 1935 CALLE BARCELONA CBAD Inspect Are Applicant: Owner: $27 Ui09/02 0002 of. 02 NADEL ARCHITECTS CGF @XU=# STE 165 5465 MOREHOUSE DR 92121 858 552-8424 Total Fees: $48,733.68 Total Payments To Date: $1,031.94 Balance Due: $47,701.74 Building Permit Add'l Building Permit Fee Plan Check Addl Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Addl Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $1,658.44 $0.00 $1,077.99 $0.00 $0.00 $96.73 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Addl Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees $0.00 $0.00 $0.00 $1 9,630.00 $8,383.52 $0.00 $0.00 $0.00 $17,000.00 $0.00 $77.00 $81 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Clearance: NOTICE: Please take NOTlCfthat approval of your project includes the "Im&osition" of iees, dedications, reservations, or other exactions hereafter collectively referred to as "feedexactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. 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 332.020. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. A PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faradftprlsbad CA 92008 , ",. -, I .-- YYL -I.- I PLAN CHECK NO. 6)- 377'1 EST. VAL. Plan Ck. De22" ! Validated By Date I Zhl. I I I 3\ c Add- (indude Bklg/Sulte #) mal Desaip(bn Lot No Subdlvlsion NemeMumber Unit No Phase No Total # of unns Ibuwoor'r Parod .* Exisling Use Proposed Use Desaiptlon d Work Buslness Name (at this address) m-0lI-q ,IQ,/z. 1% $15 2G5- 021-C;,(,,7 4s fmW4UU;IAL l2EG3II. , 7- .- I td flls SQ .Fr # of stories #Of* 92/07/01 0002 O@'"O' %!ill BUlldlHrA #eJ 94 Name Address CdV TeleDhone t Fax t &&$#a (Sa. 7031.5 Burk#rr and Professions Code: Anv Cihr or Countv which reauires a Dennit to construct. der. imDrove. demolish or repail any strudure, pnor lo its issuance, also requires the appkant for such permit to file a s&n& stat--I that he islicenseti pursuant to the pmvk&s of the Contractor's Li&nse Law IChapter9, commending with Section 7000 of Dkhbn 3 of the Business and Professions Code] or that he k exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a pennil subjacts the applicant to a civil penally of not more than five hundred dolam R5OOl). Name Address city StatelZip Telephone 1 state License t License Class City Business License # Designer Name Address cw StateIZip Telephone # State License I F&$ Workecs' Compwplbn Declaration: I hereby affirm under penally of perjury one of the folbwing declarations: . . ... 0 forvhii this permit is tssued. 0 wrket'a ompensatton lnaurance carrier and policy number are: Imumncs Compsny pori No. Expiration Date (THIS SECTION NEEO NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [SlOO] OR LESS) 0 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subjed to lhe Workers' Compensation Laws of California. WARN-. Mum b %urn workers' compensation covemo. b unlawful, and shall subject an enployrr to crlmlnal penalties and civil flnes up to one hundred thousand doUa~l~), In additlon to the cost of conpensation, damages are provided for In Section 3706 of the Labor Code, Interest and attorney's fees. I have end WYI maintain a certificate of consent to self-insure for worken' compensation as provided by Section 3700 of the Labor Code, for the performance of the work I have and will mahtain worker's compensation, as required by Sedin 3700 of the labor Code, for the performance of the work for which this permit is issued. My CERTIFICATE OF EXEMPTION: 0 I, as mer d the propetty or my employees with wages as their sole compensation. will d the work and the structure is not intended or offered for sale (Sec. 7044, Budnear and Pde8dons Code: The Contrador's Llcense Law does not apply to an mer of property who builds or improves Ihereon. and who does such work himself or through hb OYH) employees, provided that such improvements am not intended or offered for sale. If. however, the building or improvement is sold within one year of completion, the owner-builder Hn'l have the burden of proving that he did nd build or improve for the purpose d sale). I. 98 mr of tha property, am exclusively contrading with licensed contractors to conslrud the project (Sec. 7044, Business and Professions Code: The Contrador's & Li nse Law does nd apply to an owner of property who builds or improves thereon, and contrads for such prows with contrador(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I am exempt under Sedion I pmsly plan to pmvide the mapr labor and materials for conslrudion oflhe proposed property improvement. 0 YES I (havdhave not) aIgned an application for a building permil for the proposed W. I have Contracted wkh Ihe folkwing person (fwm) to provide the proposed mnstrudlon (Indude name I address I phone number I contradors license nutuber): Business and Professions Code for this reason: p(.. 4. 6. I plan lo provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (indude name I address I phone number I /onlrSdon Ycsnse number): I will plwh some of the wo PR PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 IS the applicant OT Mure building occupant required to submit a business plan, acutely hazardous materials regbtrallon for or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the faably to be comtfuded within I ,OOO feet of the outer boundary of a schd dte? 0 YES 0 NO IF ANY OF THI! ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE 0 YES 0 NO mauiwms OF THE omcE OF EMERGENCY SERVICES AND THE AIR PouunoN CONTROL DISTRICT. LENDERS NAME LENDERS ADDRESS @drmgg@@Eg@gBmB e. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Clty of Carlsbad to enter upon the above mentioned properly for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHlCH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations of 5'0" deep and demoliiion or construdion of drudures over 3 stories in height. the pvki of this Code shall explre by limldelion and become null and void if the building or work authorized of such permit or if the building or work authorized by such permit is suspended or abandoned et any time afler Uniform Building Code). mwmrs SIGNATURE DATE /h/o/. Clu of Carlsbad Final Building Inspection Dept: Building En ing Planning CMWD Plan Check #: Permit # CBOl3777 Project Name: THE PAVILION AT LA COSTA 9,718 SF RETAIL STORE, BLDG# 8 Address: 1935 CALLE BARCELONA Contact Person: Phone: Sewer Dist: Water Disk St Lite Lot: Fire Date: Permit Type: Sub Type: 0 1 1 /03/2003 COMMIND COMM Inspected Date By: 6!!@ Inspected: ~{/os/o3 Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ..........................1.1...1...............,,,,..,......,..,......,,,,...~...~......~..............~~.....~....*...........................,~..*...~.....~ Comments: Inspection Dept: Building Engineering Planning CMWD Plan Check t: Permit # CBO13777 Project Name: THE PAVILION AT LA COSTA 9,718 SF RETAIL STORE, BLDG# 8 Address: 1935 CALLE BARCELONA Contact Person: Phone: Sewer Dist: Water Dist: St Lite Date: Permit Type: Sub Type: Lot: 0 1 1 /OW2003 COMMIND COMM lnspecte / By: & f‘F z;ected: “’o.? Approved: Disapproved: V Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: 11..............1......~...1......~....................~.......~,,...~......,,...........,...............~...................,.....,.,......,...........,.., Comments: . Inspection List Permit#: CEO13777 Type: COMMIND COMM THE PAVILION AT LA COSTA 9,718 SF RETAIL STORE, BLDG# 8 Date Inspection Item Inspector Act Comments ~- -~ 02/24/2004 89 02/24/2004 89 1 1 /20/2003 89 1 111 912003 89 10/24/2003 39 0811 312003 31 07/22/2003 17 0711 112003 17 06/26/2003 17 06/20/2003 15 0611 912003 18 0611 8/2003 14 0611 712003 14 06/05/2003 15 05/30/2003 11 05/22/2003 13 05/22/2003 14 05/22/2003 24 0511 612003 13 0511 612003 15 05/16/2003 83 0511 512003 1 1 0511 512003 13 0511 512003 15 05/01/2003 13 05/01/2003 14 0411 412003 1 1 0411 412003 12 0411 1 /2003 1 1 04/03/2003 11 04/03/2003 12 03/31/2003 1 1 0311 112003 21 Final Combo Final Combo Final Combo Final Combo Final Electrical UndergroundIConduit-Wirin Interior LatMDrywall Interior Lath/Drywall Interior LathIDrywall RooWReroof Exterior Lath/Drywall FramelSteeVBoltingMIeldin FramelSteeVBoltingMIeldin RoofIReroof Ftg/Foundation/Piers Shear PanelsIHD's FramelSteeVBoltingNeldin Roughflopout Shear PanelsIHD's RoofIReroof Roof SheathingIExt Shear Ftg/Foundation/Piers Shear PanelsIHDs RoofIReroof Shear PanelsIHD's FramelSteellBoltingNeldin FtgIFoundationlPiers SteelIBond Beam FtgIFoundationlPiers FtgIFoundationlPiers SteeUBond Beam FtgIFoundationlPiers UndergroundIUnder Floor PS PS PS PS PS PS PS PS PS PS PS PS PS PS TP TP TP TP TP PS PS PS PS PS PS PS PS AP RB RB PS PY AP RI PA co AP AP AP NR co NR AP AP NR AP AP wc AP AP AP AP co AP co co PA wc wc wc AP co co AP AP TEMP APPROVAL UNTIL 12/2/2003 HOUSE PANEL EMR OUTSIDE LIGHTING ELEC RM SAME AS LAST INSPECTION MANSARD ROOF DIMONDS EXT PNL WALLS ROOF DRAIN TEST EXT. SHR SAME AS 5/15/03, NEED TO BUILD PER PIAN OR RESUBMIT PATIO FTG LEDGER DETAIL EXT. DONE ON FRIDAY CHANGES MUST BE APPROVED BEFORE INSP. SEE NOTICE 12 PAD FTG Tuesday, February 24,2004 Page 1 of 1 * City of Carlsbad Bldg Inspection Request For: 02/24/2004 Permit# CBOl3777 Inspector Assignment: PS Title: THE PAVILION AT LA COSTA Description: 9,718 SF RETAIL STORE, BLDG# 8 Type: COMMIND Sub Type: COMM Job Address: 1935 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 9097723766 InsDector: (73 Total Time: Requested By: JEFF CD Description Entered By: CHRISTINE P mment f 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical I Associated PCRsKVs PCR03046 ISSUED FORUM-BLDG 8-REV FENESTRATION; COLUMN,ROOF,ELECTRIC PCR03063 ISSUED FORUM-BLDG 8-REVISE TRUSS; PCRO3169 ISSUED THE FOURM BLDG 8 REV TO ELEC; PCR03171 ISSUED FORUM BLDG 8-SHEET A3, A4; COLUMS,AWNINGS,TOWER SOFFITS&REVEAL PCR03204 ISSUED PANERA BREAD; REVISE DETAIL4, SHT A7 InsDection History Date Description Act lnsp Comments 11/2012003 1 1 I1 912003 10/24/2003 OW1 312003 07/22/2003 0711 112003 06/26/2003 06120/2003 0611 912003 0611 W2003 06/17/2003 06/05/2003 89 Final Combo 89 Final Combo 39 Final Electrical 31 UndergroundlConduit-Wiring 17 Interior LathlDrywall 17 Interior LathlDrywall 17 Interior LatNDrywall 15 RoofIReroof 18 Exterior LatNDrywall 14 FramelSteellBoltingWelding 14 Frame/Steel/BoltingWelding 15 RoofIReroof PA co AP AP AP NR co NR AP AP NR AP PS TEMP APPROVAL UNTIL 12/2/2003 PS PS HOUSE PANEL EMR PS OUTSIDE LIGHTING PS ELECRM PS PS SAME AS LAST INSPECTION PS PS PS PS PS MANSARD ROOF City of Carlsbad Bldg Inspection Request For: 04/03/2003 Permit# CB013777 Inspector Assignment: PS Title: THE PAVILION AT LA COSTA Description: 9,718 SF RETAIL STORE, BLDG# 8 Type: COMMIND Sub Type: COMM Job Address: 1935 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 7609083248 Inspector: ,&/3 Total Time: Requested By: VINCE CD 11 12 Entered By: CHRISTINE Description Act Comment Ftg/Foundation/Piers q &tyL=k&+~e SteeVBond Beam 1 3kz&Pc &,k- e, Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 03/31/2003 11 Ftg/Foundation/Piers AP PS 12PADFTG OW1 1/2003 21 UndergroundNnder Floor AP PY PCR03046 PENDING FORUM-BLDG 8-REV FENESTRATION, CITY OF CARLSBAD ’ NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE e- 3 - a! TIME PERMIT NO. - FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? E YES FOR FURTHER IN PHONE 43 BUILDING INS- CODE ENFORCEMENT OFFICER Orange County Los Angeles Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street Suite ClOl Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491 2990 www.mtglinc.com h Date: To: FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING October 13,2003 City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 Project No: 3 1 15-F02 LogNo: 3-908 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. PERMIT NO. CB 01 3777 PROJECT ADDRESS: 1935 Calle Barcelona (Building 8) Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, for the structure/s constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on: October 13, 2003 he work which we provided Special Inspection consisted of : Reinforced Concrete, Structural Steel Field Velding and Dowel's Epoxy Anchorage. .. If the inspection services were provided by an approved material testing laboratory or special inspection gency: ESTING AGENCY: MTGL, Inc. 7313 Carroll Road, Suite G San Diego, CA 92 12 1 ESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INVPECTION .GENCY: IAME (PRINT OR TYPE): Eduardo C. Dizon tate of California Registration Number: ) If the inspection services were provided by PECIAL INSPCETOR'S NAME (PRINT OR EGISTATION NUMBER: IGNATURE: C 57217 an indepen TYPE): ldent ce Expiration Date :rtified special inspector: N/A EXPIRATION DATE: Y- 33.m+m 62 Y.3 096x-6.172 0.25 Barl*MO&b= Ks AR.msnd= 0217 m' Maxb. 0790 h g1.S M (l.SA)'(UL+JLW PROOFTESTDATA: I I 60 I <OOBOn .. NOTE: For pet6n-m- and prooftests. each haamentdbed shal k, applied in less than one minute and held for at least one minute but nc4 more than 2 minutes. me obenratbn parkd for tb ked hold shall stalt when the pump beglns to apptq that last hcrement bed A prooftest b acceptable it -> A: The pattern dmovsmentd b slmibrbthat ofadjscmt~nce lestdttebadcs; and B: The creep morsment behmsn one and 10 minutes h kss than 1.0 mrn @os0 In.). .- Wagner e Construction,, AnchorNa 2 46-53 I 4?- 1 SbingdFaI&+wnC'R Ra TBTa4d 1 I 1 Desired DesiredGua DeskedGwge , AL = 0.101 7.70 0.m 19.3 879 650 I 0.m I 38.5 I 1529 I 1307 I I I 0.75T 57.8 2179 1983 1 .Ol TI.0 2829 261 9 1.2- 96.3 3480 3276 1 SOT (Test Loed) 115.5 41 30 3932 AL 7.70 489 256 CREEP ms Ebpsed lnltsl Tuned The Reading ReaditlQ (mh.) rn.) [ora 0 /o:o1 1 Id :oz 2 Ioio3 3 10- 0s 5 fo:sF 7 IQSD 10 15 I 20 l DATA: -1 NOTE: For pdmnana, and pmottests, eech Increment &bed shall be applied h kss than one minute and held fof at less4 one mlnute but not mwe than 2 mlnutes. The obervation pMkd lor the bad hdd shag start when the pump beglns to apply that last hcremant bad. A pmdted io acceptable C A: The pe~o?movMants hdmllartottmt ot~pldd~,and B: The creep mOHHnent beivmm om and 10 minutes Is kss than 1 .O mm (0.040 In.). Wagner .. Construction,., SIbring ad Fcuxhion Caumdw Row Bsanm TBTesM &lchof No. 2 46-53 30 45 60 CREEP TESTDATA: I I mpsed I lnyial I Final I I <0080n 15 20 Wagner .. Construction NOTE: Fa perbrmance and pcodtests. sect, hamman! d bad shal ba applkd in lass lhan one minute and held for at bast WIO minute but not more than 2 minutes. The obenratbn pfniod for the bad hold shall start when the pump begins to apply that last hcremenl kad. A prodlest k acceplabk il: A: The pettem afmovwnents k similar totha B: me creep merit behneen one and 10 mkuhw h less than 1.0 mm (0.040 In.)- perbtmancetesied llebads; and I .. PROOF TEST DATA: #>OOu)n canlhatasl 1 I I I I NOTE: For petfmmwand prodteds. each &IC- dbed shallbesppaed b less then one minute and held for st leasl one minute but nd more than 2 minutes. The Obenmth perbd for the bad hold shall start when the pump begins to apply that IisI hcrement bad. Aprooftest isscceptabk+ A: The panem dmovamsnts k sb%r to that d adjacent pethnanee tested tkbecks; and B: The creep movemsnt between one and 10 minutes ir less than 1.0 mm (0.040 In.). lnlil fhpsed NOTE: For perfamame and podtests. each hcremant d bad ShSS be applbd h less than one minute and held loc at bead one minute but not more than 2 minutas. The obenratkn psrlod for the ked hold shall start when the pump begii to apply thal Last Increment load. ApmdtestisaaeplaMeL: A- mpettem &movements Is~folhatdd&fml parlbmrancrtwadtlebedrs;.nd B: The crwp movement behaen w11) and 10 mhutcs I8 lass U?an 1.0 mm (0.040 in.). Fhl Em. AL 30 45 60 c 0.m h. NOTE Forperfwmance and prwftasls. each hcrementdbed shalbeappl[ed h less than one minute and held lor st baa one minute but not more than 2 minutes. The obenmtbn pew kc the ked hold she# start when the pump beglns to apply that lest lncrsment ked. A prodtest b acceptabk t A: The pacam dmovwnants is rhnertothst ofd~ pslltwmsncetested thbadrs; and B The creep movemd between one and 10 mhutea kkssthan 1.0 mm (0.040 In.). Wagner Construction,, AMhorNa 2 46-53 53 1 Shoring ad Fw&n Cawtufa Rw SCanRnpa TBT- 15 20 25 30 45 60 CREEP TEST DATA: -. , < 0.080 k, NOTE: Fa prbwwancaand pmdtests, eech incnnnent of bad sham be sppRed in less than one minute and held fof at best one minute bul not mora than 2 mlnutes. The obarvatbn perbd for the bad hold shall start when the pump begins to appty mat kt Inccament bed. Orange County 10s Angeles Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491.2990 www.mtglinc.com Geotechnical Engineering Construction lnspecfion Materials Tesfing July 14,2003 Thomas Enterprises 2924 Emerson Street, #206 San Diego, California 92 106 ProjectNo. 3115-A01 Log NO. 3- 1005 Attention: Mr. Me1 Kuhnel SUBJECT: Resistance R-value Test Results & Pavement Recommendations The Pavilion at La Costa 1935 Calk Barcelona, Carlsbad, California Dear Mr. Kuhnel: Pursuant to the request of VCC, MTGL, Inc. obtained seven bulk soil samples within the proposed paved parking areas at the above project site on June 26, 2003 for Resistance R-value testing. The attached plan shows the approximate location of the samples taken as directed by VCC. The soil samples were brought to our laboratory and tested in general accordance with the latest revisions of the CALTRWS Test Method No. 301. The R-values obtained are presented below along with corresponding minimum pavement section based upon the Supplemental Standard No. GS-17 of the City of Carlsbad. According to Mr., Tim Fennessy of the City of Carlsbad, the pavement at the project site corresponds to a Traffic Index of 5 and 7 for light and heavy traffic, respectively. Minimum Pavement Section -- . R-VahlE? -c For Ffeavy Tm& 1 East of Building 3 38 4"AC & 4"AB PAC & 8"AB 2 Southeast of Building 2 47 4"AC&4"AB 4"AC&6"AB 3 South of Building 1 33 4"AC & 4"AB 4"AC & 9" AB 4 Northeast of Building 5 45 PAC & 4"AB 4"AC 62 CAB 5 Southeast of Building 4 43 4"AC & 4"AB 4"AC & 7"AB 6 Southeast of Building 8 37 4"AC & 4"AB 4"AC & 8"AB 7 West of Building 5 16 4"AC & 6"AB 4"AC & 13"AB Supplemental recommendations will be provided once R-value results will be available for additional three samples obtained in the vicinity of Sample No. 7. The opportunity to be of service is appreciated. If there are any questions to this report, please do not hesitate to contact our office. Respectfblly submitted, MTSL, INC. Eduardo L4aa C. Dizon RCE Project Engineer RCE 57217, Exp. 12/31/05 .. OlYice 1 ocations Orange County 10s Angeles Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elswotth Street Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491.2990 www.mtglinc.com Geotechnical Engineering Construction lnspection Materials Testing June 7,2003 Thomas Enterprises 2924 Emerson Street, #206 San Diego, California 92106 Project No. 3 1 15-A01 Log NO. 3-735 Attention: Mr. Me1 Kuhnel SUBJECT: Resistance R-value Test Results The Pavilion at La Costa 1935 Calle Barcelona Carlsbad, California Dear Mr. Kuhnel: Purmant to the quest of VCC, MTGL, Inc. obtained seven bulk soil samples within the proposed paved parking areas at the above project site on June 26,2003 for Resistance R- Value testing. The attached plan shows the approximate location of the samples taken. The soil samples were brought to our laboratory and tested in general accordance with the latest revisions of the CALTIUNS Test Method No. 301. The results of our laboratory testing are summarized below: East of Building 3 38 Southeast of Building 2 47 South of Building 1 33 Northeast of Building 5 45 Southeast of Building 4 43 Southeast of Building 8 37 West of Building 5 16 The opportunity to be of service is appreciated. If there are any questions to this report, please do not hesitate to contact our office. Eduardo C. Dizon RCE Project Engineer RCE 57217, Exp. 12/31/05 THE FORUM AT CARLSBAD -I Carlsaod, Colifomio ! EsGil Cornoration I Zn !Partnerskip with Government for BuiGfing Safety DATE: April 18,2002 JURISDICTION : Carlsbad PLAN CHECK NO.: 01-3777 EVIEWER 0 FILE SET: I11 PROJECT ADDRESS: 1935 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 8) 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant Corporation until corrected plans are submitted for recheck. contact person. 0 The applicant’s copy of the check list has been sent to: Ix] Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: REMARKS: @All sheets of the two sets of plans must be signed by the California licensed Architect or Engineer. Please include the stamp or seal, license expiration date and the date the Mail Telepho In Person plans are signed. 2.The City program submitted by the provided with at least 60 fi complex. 11 shall review and approve the special inspection documentation to show that the center is zone) around the outside perimeter of the By: Abe Doliente 6Knclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 4/9/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corooration In !Partnership with S;ouernment for Buihfing Safety DATE: February 28,2002 JURISDICTION : Carlsbad PLAN CHECK NO.: 01-3777 0 FILE SET: I1 PROJECT ADDRESS: 1935 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 8) 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes with the jurisdiction’s building codes. when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list Ix] The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. The applicant‘s copy of the check list has been sent to: Nadel Architects, Inc. 5465 Morehouse Drive, Suite 165, San Diego, CA 92121 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steven Kohn Date contacted: 2/28/02 (by: b-) Telephone #: 858/552-8424 Fax #: (gss)s52*8q29 Mail -Telephone rl Faxd In Person 0 REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA [7 MB EJ 0 PC 2/19/02 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 1 1 Carlsbad 01-3777 February 28, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3777 PROJECT ADDRESS: 1935 Calle Barcelona SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/19/02 DATE RECHECK COMPLETED: February 28,2002 11 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit two new sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? OYes ONo Carlsbad 01-3777 February 28,2002 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustria1 projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationsheports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 1. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Check final sets of plans for signatures. 2. Clearly designate any side yards used to justify increases in allowable area based on Section 505. The cover sheet shows unlimited area for all the buildings. Clarify the dimension between building 3. To have unlimited area, 60 ft yard around the buildings are required. City to review. 25. Provide lateral calculations for grids A & B. Sheet 8-26 of the structural calculations was not submitted. 26. Complete and recheck the call-outs and cross references to the details. Refer to sheets A7, A3, A4 andA5.7. 27. Please see the following corrections for electrical, plumbing, mechanical and energy. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. , I Carlsbad 0 1-3777 February 28,2002 ELECTRICAL, PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen *:* Plumbing and mechanical plans have not been provided for this plan check (or are necessarily required). Please confirm with the architect if plumbing and/or mechanical plans are to be part of this shell package. The response for all building was “The plans have been modified to include the On-site improvement drawings which contain the requested information” and “This information noted on the attached improvement plans”. *3 I could not find either of the above responses on the plans. PLUMBING (1997 UNIFORM PLUMBING CODE), MECHANICAL (1997 UNIFORM MECHANICAL CODE), & ENERGY CONSERVATION I. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. See commenf above. 2. Please show the upstream sewer manhole rim elevation. As per UPC, Section 710.1, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations. Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve. See comment above. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. EsGil Comoration DATE: December 19,2001 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3777 In Tartnersfiip m*tL Government fm Buiuing Safety mTT 0 PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 1935 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 8) 0 0 (XI 0 IXI 0 (XI 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Nadel Architects, Inc. 5465 Morehouse Drive, Suite 165, San Diego, CA 921 21 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steven Kohn Date contacted: 1z-U QL (by: 4- ) Fax #: REMARKS: Telephone #: 8581552-8424 Mail J Telephone J Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 1211 0101 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 4 (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3777 December 19,2001 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 01-3777 JURISDICTION: Carlsbad OCCUPANCY: M USE: Stores TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 9,718 SF ALLOWABLE FLOOR AREA: Unlimited STORIES: 1 HE1 GHT: SPRINKLERS?: Yes OCCUPANT LOAD: 324 REMARKS: 60 ft around plus sprinklers for unlimited area. DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/10/0l DATE INITIAL PLAN REVIEW PLAN REVIEWER: Abe Doliente COMPLETED: December 19,2001 DATE PLANS RECEIVED BY FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To meed UD the recheck Drocess, please note on this list for a copy! where each correction item has been addressed, i.e., plan sheet number. sDecification section, etc. Be sure to enclose the marked UD list when YOU submit the revised Dlans. Carlsbad 01-3777 December 19,2001 1. 2. 3. 4. 5. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustria1 projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 0 PLANS All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 0 SITE PLAN Clearly designate any side yards used to justify increases in allowable area based on Section 505. The cover sheet shows unlimited area for all the buildings. Clarify the dimension between building 3. To have unlimited area, 60 ft yard around the buildings are required. 0 EXITS In areas where the occupant load is at least 50, two exits are required. Table IO-A. Refer to rooms 8A and 8B. 0 EXITSIGNS Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. If exit signs are required, provide the following notes on the plans, per Section 1003.2.8.2: a) Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100 feet from the nearest visible sign. Exit signs shall be readily visible from any direction of approach. b) Carlsbad 01-3777 December 19,2001 6. 7. 8. 9. IO. 11. 12. 13. 14. 15. Show two sources of power for the lamps at exit signs. Section 1003.2.8.5. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. Show separate sources of power for exit illumination. (This applies to rooms where the occupant load exceeds 99). Section 1003.2.9.2. ROOFS Specify on the plans the following information for the roof materials, per Section 106.3.3: for the tile roof. a) Manufacturer's name. b) Product namehumber. c) ICBO approval number, or equal. 0 FIRE EXTINGUISHING Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. TITLE 24 DISABLED ACCESS Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. 0 FOUNDATION Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this value in the soils report and on the plans. Section 1629.4.2. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. Section 1804.5 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). Carlsbad 01-3777 December 19,2001 16. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: (When required by the soil report). a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations comply with the intent of the soils report." STRUCTURAL 17. Show or note fire blocks at the following locations per Section 708.2.1: a) In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals both vertical and horizontal; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in-line with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials; and b) c) d) In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceilina and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 708. 18. 19. Clearly cross reference the trusses with the roof framing plans. 20. Moment frames are included in the structural calculations. Show the location of these. 21. Show GLBS along grid line C between 4 & 5 as called out on sheet 8-8 of the structural calculations. Refer to sheet S6 of the plans. 22. Provide calculations for GLB6 along grid line E. There are two different spans (22 and 24) shown on sheet S6 of the plans. 23. There are several headers and beams called at grids 1,6, A and E on sheets 8- 14 through 8-17 of the structural calculations. Clearly show these on the plans. Plans must agree with the calculations. 24. Show the mansard framing as called out on sheets 8-1 7A and 8-1 78 of the structural calculations. Refer to sheet S6 of the plans. Carlsbad 0 1-3777 December 19,2001 25. Provide lateral calculations for grids A 81 B. 0 ADDITIONAL 26. Complete and recheck the call-outs and cross references to the details. 27. Please see the following corrections for electrical, plumbing, mechanical and en erg y . 28. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., plan sheet, note or detail number, calculation page, etc. 29. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: 0 Yes 0 NO 30. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. ELECTRICAL, PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen PLUMBING (1997 UNIFORM PLUMBING CODE) 1. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 2. Please show the upstream sewer manhole rim elevation. As per UPC, Section 710.1, provide backwater valves on all building drains which serve plumbing fixtures with flood rim elevations below the upstream manhole rim elevations. Only fixtures with flood rim levels below the upstream manhole rim elevation may flow through a backwater valve. 3. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix ID’. Carlsbad 01-3777 December 19,2001 MECHANICAL (1997 UNIFORM MECHANICAL CODE) Mechanical plans have not been submitted or are required. (Shell ENERGY CONSERVATION (MODEL ENERGY CODE) 4. Documentation of the method in determining the U-factor and SHGC for each fenestration product type (windows and skylights) must be provided for plan check. 5. Include, on the plans, for all window and skylight types, a complete fenestration description detailing compliance with the required AB 970 modifications to the 1998 Title 24 requirements. The description shall include the following applicable information: a) b) c) d) Type of product: Manufactured or site assembled. The U-factor and the SHGC ratings. The method of certification: NFRC label, NFRC certification available at site, SHGC(fen) calculation method, or a CEC Default label. For site-assembled or non-certified fenestration also include a description of the assembly (frame type and glazing type) used for each type. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. NOTE: SITE DEVELOPMENT WHICH INCLUDES DISABLED PARKING SPACES, CURB RAMPS, WALKS & SIDEWALKS AND PEDESTRIAN RAMPS ARE UNDER PLAN CHECK NO. 01-3780. Carlsbad 0 1-3777 December 19,2001 e ENTRANCES AND CIRCULATION 1. 2. 3. 4. 5. 6. 7. 8. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1 133B.1. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the buildina and the public wav, per Section 1 114B.1.2. e DOORS Revise plans, or door schedules to show that every required passage door has 232" clear width, per Section I 133B.2. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches, per Section 11 33B.2.3.1. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be 1%" lower than the doowvay threshold, per Section 1 133.2.4. I. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1 133B.2.5.1: a) b) Is to be centered 230" but 144" above floor. Latching, or locking, doors in a path of travel are operated with a single effort by: i) Lever type hardware. ii) Panic bars. iii) Push-pull activating bars. iv) Or other hardware designed to provide passage without the requirement to grasp the hardware. Show or note that the lower IO" of all doors comply with Section 1133B.2.6, as follows: a) b) NOTE: Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 11 338.2.4.3. a) 224" at exterior conditions. b) 21 8 at interior conditions. To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. Narrow frame doors may use a IO" high smooth panel on the push side of the door. Exception for automatic or sliding doors. Carlsbad 01-3777 December 19,2001 9. c) 212" on the push side, if the door has both a latch and a closer, Revise plans to show a level area, or landing, per Section 1133B.2.4.2: a) 260" in the direction of door swing. b) 248" in the direction opposite the door swing (or 44" if doors don't have latches or closers). 0 SANITARY FACILITIES 10. Sanitary facilities are required to be accessible, per Section 1 1 158.1. These requirements shall be checked when tenant improvements are applied for. 0 GENERAL ACCESSIBILITY REQUIREMENTS 0 SIGNAGE 11. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11 17B.5. 12. Provide a note on the plans stating that the signage requirements of Section 1 11 78.5 will be satisfied. . '. Carlsbad 01-3775 December 19,2001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1935 Calle Barcelona (Mi(cIk6) PLAN CHECK NUMBER: 01-3777 OWNER'S NAME: Fourth Quarter Properties XI1 I, as the owner, or agent of the owner (contractors may certify that I, or the architectlengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction employ the special inspector), USC Section 106.3.5. Signed I, as the engineedarchitect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed 1. List of work requiring special inspection: oils Compliance Prior to Foundation Inspection igh Strength Bolting P ExpansionlEpoxy Anchors Structuraf Concrete Over 2500 PSI Prestressed Concrete Designer Specified uctural Masonry 0 Spr=irFireproofing ~ 2. Name(s) of individual(s) or firm@) responsible for the special inspections listed above: -, A. fhY6.6 dk~/&k I~./~CA/MO//~~ UP, 6 L%t.d!$.p" c. 9%/a 0. C. Speoal inspectors shall check in with the City and present their credentials for approval pnor to beginning work on the job site Carlsbad 01-3777 December 19,2001 VALUATION AND PLAN CHECK FEE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code J URl SDl CTl ON : Carlsbad PLAN CHECK NO.: 01-3777 971 8 3.60 34,985 971 8 1.80 17,492 460,633 cb BY Ordinance PREPARED BY: Abe Doliente DATE: December 19,2001 Plan Check Fee bv Ordinance BUILDING ADDRESS: 1935 Calle Barcelona 'I BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Bldg. Permit Fee by Ordinance I I r $1.658.441 Type of Review: a 0 Structural Only 0 Repetitive Fee IEI Repeats 0 Other Hourly Hour * Esgil Plan Review Fee 0 I $928.731 Comments: Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST DATE: 9 -14 -08 PLANCHECK NO.: CB 0 [ - 3 7 % BUILDING ADDRESS: Iq3S %CdnM PROJECT DESCRIPTION: ASSESSOR'S PARCEL NUMBER: - -- EST. VALUE: 94 u,'[jJm %(&, < - <~~/aiprc ,a \ 1 -. U ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. 0 A Right-of-way permit is required prior to construction of the following improvements: attached report of deficiencies ake necessary corrections to plans or speci for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. AlTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-way Permit Application Right-of-way Permit Submittal Checklist and Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: TANIYA WADE City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2773 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A4 Sewer Fee Information Sheet ,,,~~~~r~&~~~~arlsbad, CA 92008-731 4 - (760) 602-2720 FAX (76QJ&g-8562 @ I I' BUILDING PLANCHECK CHECKLIST SITE PLAN @ 2x 1. Provide a fully dimensioned site plan drawn to scale. Show: A. NorthArrow F. Right-of-way Width & Adjacent Streets B. Existing & Proposed Structures G. Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 6 ) dm 2. Show on site plan: W A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 0 0 [7 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commerciaVindustria1 buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION 2 Rev. 711400 . BUILDING PLANCHECK CHECKLIST 3' DISCRETIONARY APPROVAL COMPLIANCE 0 4a. Project does not comply with the following Engineering Conditions of approval for rnm,?sbv) bl&~ & si0 - 0 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 0 5. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Ca~~~&kVl 7c: 37 00 Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 W x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner@) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000, pursuant to Carlsbad Municipal Code Section &5 sly""' 18.40.040. - # Public improvements required as follows: *Q(O@ Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the aF3 3 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 0 0 0 6d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the City Inspector prior to occupancv. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. [7 0 0 @ 60 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Gradins Permit must be issued and rouah wading approval obtained prior to issuance of a Buildina Permit. Grading Inspector sign off by: if a grading permit is not required.) Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even 4 fW. 7114'00 1 ST 0 0 0 0 @ 2ND 3RD 00 on on 00 BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write ‘No Grading” on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City’s requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 0 11. / Required fees are attached Q No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. 0 All single family dwelling units received “standard” 1” service with 5/8” service. 5 Rw. TIlUQ) . 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST 0 If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. 0 Maximum service and meter size is a 2" service with a 2" meter. 0 If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W. The irrigation service should look like: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve 0 Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water L BUILDING PLANCHECK CHECKLIST 1ST 2ND 3R0 service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 0 0 0 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 0 0 13. Additional Comments: 7 Rev. 7l14KCI Office Locations Orange County Los Angeles Corporate Branch: 2992 E. La Palrna Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491.2990 www.rntgIinc.com January 8,2003 Thomas Enterprises 2924 Emerson Street, Suite 206 San Diego, California 92 106 Attention: Mr. Me1 Kuhnel SUBJECT: PAD CERTIFICATION REPORT Building No. 7 The Pavilion at La Costa 1935 Calle Barcelona Carlsbad, California 92009 Dear Mr. Kuhnel: 1. 2. 1 G eo technical Engineering Construction Inspection Ma te ria Is 7es tin g Project No. 3 1 15-A01 Log NO. 03-082 INTRODUCTION a. The purpose of this report is to present the results of observation and testing services provided by MTGL, Inc. for Building No. 7 at The Pavilion at La Costa. b. This report covers testing services performed fi-om November 18* through December 1 I&, 2002. PROJECT DESCRIPTION a. The project is the proposed construction of a multi-building complex, and associated site improvements. This report summarizes the observation and testing completed to date and certifies the building pad for future planned construction, b. The work tested by us was the rough grading to finish grade of the building pad, along with grading of other new building pads that will be finished at a later date. The Pavilion at La Costa Building No. 7 Project No. 3 1 15-A01 Log NO. 02-082 3. GRADING AND EARTHWORK 3.1 Grading a. The building pad was overexcavated 2 feet into competent materials and brought to grade with native onsite and import soil materials under the observation and testing by the soil technician. Moisture and density tests show that the building pad soils are considered suitable for the proposed construction. b. The laboratory maximum density/optimum moisture contents were determined in accordance with ASTM D1557-91 and are reported in Table 1. 4. TESTS 4.1 Field Procedures a. The subgrade soils were tested by the Soil Technicians as required by the specifications. Results of the field density testing are presented on Table 2. b. Samples considered representative of field conditions were obtained for laboratory testing consisting of Maximum Dry Density & Optimum Moisture Content. Results of laboratory testing are summarized on Table 1. 4.2 Methods of Tests The following methods were adopted: Test a. Maximum Dry Density and Optimum Moisture Method ASTM D- I 557 The Pavilion at La Costa Building No. 7 b. In-Situ Density and Moisture Content Project No. 3 1 15-A01 Log NO. 02-082 ASTM D-2992 1 Nuclear ASTM D-3017 I Gauge 4.3 Records A Field Daily Report was prepared by our Soil Technician for each day of testing. The reports were generally reviewed by our Engineer, and are complementary to this report. 5. COMMENTS AND CONCLUSIONS Based on the above described observations and tests, it is considered that the earthwork under our observation was performed in substantial conformance with the project specifications, the soil engineer's recommendations, and the requirements of the Regulating Agency. The recompacted subgrade soils are suitable for the support of the proposed structures. 6. LIMITATIONS Our work is considered to be in accordance with the usual standards of the profession and with local practice. No other warranty is expressed or implied. The opportunity to be of service is appreciated. If there are any questions, please do not hesitate to contact our office. Chief Geotechnical En Expiration Date: December 3 1,2004 Attachments: 1. Laboratory Compaction Test Results 2. Field Density Test Results - Table 1 - Table 2 The Pavilion at La Costa Building No. 7 Table 2 Field Density Test Results Job NO. 3 1 15-A01 Log NO. 03-082 Nuclear Densitometer Test Sand Cone SG Subgrade MTGL, INC. The Pavilion at La Costa Building No. 7 Table 1 Laboratory Maximum Density Test No. 3307 3310 Job NO. 31 15-A01 Log NO. 03-082 Maximum Optimum Moisture Description Density (pcf) Content (%) Brown Silty SAND 123.0 10.5 Brown Silty SAND 120.5 11.5 MTGL, INC. ENGINEERING DEPARTMENT x. FEE CALCULATION WORKSHEET 0 Estimate based on unconfirmed information from applicant. Calculation based on building plancheck plan submittal. Address: 14% &[k &ica! om Bldg. Permit N0.a ol- 3 ?.$-+ Prepared by: e Date: 2//4/02' Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: ,dlB Sq. Ft./Units: 4 y/q EDU's: &&d/'Cl Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: 43 ADT's: 6Go Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD:<YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) NO 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: f2. TRAFFIC IMPACT FEE ADTWUNITS: X FEEIADT: 55- =$ =$ li$& 0 3. BRIDGE AND THOROUGHFARE FEE (DIST. #I DIST. #2 DIST.#3 ) ADT'slUN ITS: X FEE/ADT: =$ 0 4. FACILITIES MANAGEMENT FEE ZONE: UNITISQFT.: X FEE/SQ.FT./UNIT: =$ 5.SEWERFEE EDU's: X FEEIEDU: =$ ~AaWfW I EDU's: X FEE/EDU: =$ h&:4 BENEFIT AREA: / 0 6. SEWER LATERAL ($2,500) =$ 0 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEEIAC: =$ 0 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION \a -- F:\FEE CALCULATION WORKSHEET.doc 1 of2 Rev. 7/14/00 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES+: $ *NOTE: This calculation sheet is NOT a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 20f2 FWEE CALCULATION WORKSHEET.doc Rev. 7/14/00 1. z 3. 4. 5. 6, 7. 8. 9. IO. 11 1; 1: ,1: 1c li 18 1s 2a . , 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO. 5080 1 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF CARLSBAD, CALIFORNIA, APPROVING SITE . SQUARE FOOT RETAIL COMMERCIAL CENTER ON PROPERTY GENERALLY LOCATED SOUTH AND EAST OF CALLE BARCELONA AND WEST OF EL CAMLNO REAL IN LOCAL FACILITIES MANAGEMENT ZONE 23 CASENAME: THE PAVILION CASE NO.: SDP 00-10 DEVELOPMENT PLAN SDP 00-10 FOR A NEW 265,357 WHEREAS, Thome Enterprises, Inc, “Developer and Owner,” has filed i verified application with the City of Carlsbad regarding property described as Lot 4 of City of Carlsbad Tract No. 92-08, Green Valley, in the City of Carlsbad, County of Saa Diego, State of California, according to map thereof No. 13997, as filed in the office of the County Recorder .of San Diego County, dated July 10,2000 as file No. 2000-362589. (“the Property”); and WHEREAS, said verified application constitutes a request for a Site Development Plan as shown on Exhibits “A” - “Vn dated December 5, 2001, on file in the Planning Department, THE PAVILION - SDP 00-10 as provided by Chapter 21.06/Section 21.53.120 of the Carlsbad Municipal Code; and WHEREAS, the Planning Commission did, on the 5th day of December, 2001, hold a duly noticed public hearing as prescribed by law to consider said request; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all persons desiring to be heard, said Commission considered all factors relating to the Site Development Plan. NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning Commission of the City of Carlsbad as follows: A) That the foregoing recitations are true and correct. f 11 1; 1: .. 14 15 . 1c . 17 i’ .< 13 p .-19 20 21 22 23 24 25 ,. I . r, 26 27 28 23. 24. 25. 26. 1 Compact parking spaces shall be located in large pups, and in locations clearly marked to the satisfaction of the Planning Director Developer shall construct, install and stripe not less than 1,284 parking spaces, as shown on Exhibit “B” dated December 5,2001 The Pavilion. Alteration and/or replacement of existing store fronts shall be reviewed and approved by the Pavilion property manager and the City of Carlsbad Planning Director prior to the issuance of a building permit. Prior to the issuance of any sign permit, the applicant shall prepare and receive approval from the Planning Director of a comprehensive sign program. Engineering Unless specifically stated in the condition, &of the following conditions must be met prior to issuance of a grading permit or any building permits. 27. Prior to hauling dirt or construction materials to or from any proposed construction site within this project, Developer shall apply for and obtain approval bin, the City Engineer for the proposed haul route. Prior to issuance of any building pet, Developer shall comply with the requirements of the City’s abti-graffiti program for wall treatments if and when such a program is formally established by the City. Developer &all install sight ,distance conidors at all street intersections m acmdance with Engheering Standards and shall record the following statement in the CC&Rs: ‘To obstructions shall impede nor conflict with ’the line-of-sight which is established per.City Stzindatd Wlic Street-Design Criteria;; Sektion 8.B. No structure, fence, wall; tree, : shrub, Sign, or other object QVCX 30 inch;es above street level may bq phxd or I permitted to encroach within the aresisenti-fied as a sight distance corridor in accordaace With City Standrid Public Street-Design: Criteria, Section 8.B.3.” The underlying property owner shall maintain this condition. The limits of these sight distance corridors shsli be reflected on any impmvemmtl grading, or landscape plsln~ Prepared .in association with this development. I 28. - 29. * , FeedAmanen ts @ Developer shall cause property ower,to kxecute and submit to the City En- sfor recordation, the City’s standard form Geologic Failure Hold Hdess Agreement. Developer shall cause property ro execute and submit to the City Engmeer fdr recordation the City’s standard farmi Drainage Hold Harmless Agreement regatding drainage across the adjacent property. The Developer shall cause Owner to give written consent to the City Engineer to the annexation of the area shown within the boundaries of the subdivision into the existing City of Carlsbad Street Lighting and Landscaping District No. 1, on a form provided by the City Engineer. p ‘ PC RES0 NO. 5080 -7- . '. 1 1 1 t I E 1( 11 12 13 ov - 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0 @ Gradi 33. , 34. 35. The Developer shall submit to the City Engineer proof that a Notice of Intention for thc start of work has been submitted to the State Water Resources Control Board. This project requires off site grading. NO grading shall occur outside the limits of thir approval unless Developer obtains, records and submits a recorded copy to the Ciq Engineer a grading or slope easement or agreement from the owners of the affect= properties. If Developer is unable to obtain the grading or slope easement, or agreement no grading pennit will be issued. In that case Developer must either apply for and obtair an amendment of this approval or modify the plans SO grading will not occur outside tht project and apply for and obtain a finding of substantial conformance from both the Cio Engineer and Planning Director. Based upon a review of the proposed grading and the grading quantities shown on the site plan, a grading permit for this project is required. developer shall apply for and obtain I grading permit from the City Engineer prior to issuance of any building permits for the project. If a Grading Pennit is required, all grading activities shall be planned in units that can be completed by October 1st. Grading activities shall be limited to the "dry season", April 1st to October 1st of each year. Grading activities may be extended to November 15th upon written approval of the City Engineer, obtained in advance, and only if all erosion control measures are in place by October lR. Owner to make an irrevocable offer of dedication to the City 38. 39. 40. andor other appropriate entities for all public streets and other easements shown on the site plan. The offer shall be made by a separate document.av *r b. All land so offered shall be offered free and clear of all liens and encumbrances and without cost. Streets that already public are not required to be rededicated. Additional drainage easements may be required. Developer shall dedicate and provideor install drainage structures, as may be required by the City Engineer, prior to or concucreLlf with any grading or buiIding pennit. .. Developer shall execute and record a City standard Development Improvement Agreement to install and secure with appropriate security as provided by law, public s improvements shown an the site plan. Improvements include, but are not limited to: paving, base, sidewalks, traffic signals, curbs and gutters, medians, grading, cldg and grubbing, undergrounding or relocation of utilities, sewer, water, fire hydrants, street lights, retaining walls and reclaimed water. All improvements shall be constructed to City Standards and to the satisfaction of the City Engineer. Improvements shall be constructed within 18 months of approval of the development improvement agreement or such other time as provided in said agreement. PC RES0 NO. 5080 -8- PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No.Cw! 977 Address fl% (2G.k- Planner Christer Westman Phone (760) 602-4614 APN: 6%*1\-* Type of Project & Use: Net Project Density: DU/AC Zoning: cp General Plan: e Facilities Management Zone: 8-12> CFD (in/out) # Date of participation: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: d& 1 Legend: Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES ,)( NO TYPE 9nf APPROVAL/RESO. NO. DATE !%*~'~l PROJECT NO. YES 4 NO - TYPE &, 1% -% -01 OTHER RELATED CASES: Bo -3cQ Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES % NO If California Coastal Commission Authority: Contact them at - 31 11 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine stqtus (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: CA Coastal Commission Authority? YES N0-E - Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determiqation Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst P lnclusionary Housing Fee required: YES - NO )c (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (AIPIDs, Activity Maintenance, enter CW, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor’s parcel number. Zoning: 1. 2. 3. 4. 5. Setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required Lot Coverage: Required Height: Required Parking: Spaces Required Guest Spaces. Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown w%kV Additional Comments &mww& rn & - OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE H:\ADMIN\COUNTER\BldgPlnchkRevChklst , I* 0 Carlshad Fire Department 01 3777 -- - 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Cafegory: Building Plan Date of Report: 12/12/2001 Reviewed by: b, AS\ Y Name: Nadel Architects Address: City, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 Job#: 013777 Plan Checker: Job Name: Pavilion at La Costa Bldq #: CB013777 Job Address: 1935 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. u Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. u Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 013777 FD File # , d. ? - City of Carlsbad - Office of Fire Protection Services POLICY October 25,2000 SMOKE FIRE DAMPERS Background - The 1997 California Building Code Section 7 13.10 has revised the actuation requirements for smoke dampers. Generally, smoke dampers are required to be actuated by either a smoke detector or a total-coverage smoke-detection system. Deputy Fire Marshals, Plan Checkers and Field Inspectors have found that stand-alone smoke detectors used to actuate these dampers are not listed with the California State Fire Marshal for that purpose. This complicates and extends the plan review process and causes delays in final inspection in the field. Therefore, until industry lists stand-alone smoke detectors for use in actuating smoke-fire dampers, the following policy will be used in the City of Carlsbad: Policy - Smoke fire dampers are required to be wired to an approved fire alarm system. Building plan submittals are required to note that the smoke fire dampers and smoke detectors that actuate the dampers comply with the above provision. A separate submittal to the Fire Department from a licensed fire alarm contractor is required for plan review of these systems. The submittal shall include floor plans, mechanical details of the dampers, wiring diagrams, permit fees, State Fire Marshal listings and manufacturer’s cut sheets on all devices. This policy may be reconsidered and modified when the smoke detector manufacturers have listed these devices with the California State Fire Marshal for this specific purpose. Building permits including such stand-alone systems will not be issued until it can be demonstrated prior to permit issuance that all components of such systems are listed for their intended purpose by the California State Fire Marshal’s Office. - Fire Marshal Approval , Date 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4660 FAX (760) 602-8561 @ i- COMPANY Standard Strudures, Inc 340 Standard Avenue Windsor, Ca 95492 Rme: 800-862-4936 Nov. 27,2001 100959 n PROJECT Pavilion at La Costa La Costa, Ca Building 8 Case 1 PavilionLaCosta-8-I .wwb SSI SIZER Capacity Length Stiffener 2188 2188 1-3/4 1-3/4 No NO, ~~~~ ~ ~ LOADS: ( Ibs, psf, or plf ) Criterion Analysis Value Design Value Shear V = 988 Vr = 2644 Bending (+) M = 5183 Mr - 7210 Dead Defl'n 0.56 = L/474 Live Defl'n 0.48 = L/546 1.10 - L/240 Total Defl'n 1.04 = L/253 1.41 = L/180 ~~ ~ Design Check Calculation Sheet SSI Stzer 2001 Analysis/Design (%) V/Vr = 31.30 M/Mr = 11.80 43.92 70.88 ILoad I TvDe I Distribution I Maonitude I Location fftl [Pattern I -. 1 Sta& End I Start End- ILoad? 1 I Dead I Full Area I 15.00 (24.0)*I I No 3 I Dead I Point I 300 I 6.00 '*Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0 22' 548 Total 4 12 I E 11 -718" SSI 32MX Spaced at 24" dc; 4DDITIONAL DATA: ?ACTORS: F CD CM Ct CL CF cv CfU Cr LCI Fb ' +- n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.07 2 Fv' = n/a 1.25 1.00 1.00 2 E' - n/a 1.00 1.00 2 Bending(+): LC# 2 = D+C, M = 5183 lbs-ft Shear : LC# 2 = D+C, V = 988 lbs Deflection: LC# 2 = D4C EI= 460.00e06 lb-in2 C= 9.39e06 in-lb/in Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D-dead Lmlive S-snow W=wind Imimpact C=construction CLd-concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: I, Please verify that the default deflection limits are appropriate for your application. ?. This analysis is for SSI Joist products furnished by Standard Structures, Inc. only. Product substitutions void this analysis. 3. All compression edges (top and bottom) must be braced at 2'-6" unless noted otherwise. Proper attachment and positioning of bracing is equired to achieve member stability. I. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. 5. Moment has been increased for repetitive member usage. j. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, nc for adequacy. 7. The supporting member shall be designed te support the total reaction noted above. COMPANY Standard Structures, Inc 340 Standard Avenue Windsor. Ca 95492 Phone: 800-862-4936 Nov. 27,2001 10:09:59 SSI SIZER .OADS: ( Ibs, psf, or plf ) PROJECT Pavilion at La Costa La Costa, Ca Building 8 Case I PavilionLaCosta-&i .wb Design Check Calculation Sheet SSI Slzer 2001 Load 1 2 Type Distribution Magnitude Location fftl Pattern Dead Full Area 15.00 (16.0)* No Constr. Full Area 20.00 (16.0)* No Start End Start End Load? Dead Live Total Bearing : Capacity Lenath nAXlMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 365 275 293 293 659 5 68 2188 2188 1-3/4 1-3/4 0' 22 Stiifener I No I No Criterion Analysis Value Design Value Shear V * 659 Vr - 2644 Bending (+) M = 3455 Mr = 7210 Dead Defl'n 0.37 = L/711 Live Defl'n 0.32 - L/819 1.10 = L/240 Total Defl'n 0.69 = L/380 1.47 - L/180 11 -7/8" SSI 32MX Spaced at 16" clc: Analysis/Design (81 V/Vr = 24.92 M/Mr = 47.92 29.28 47.25 ,DDITIONAL DATA: KTORS : F CD CM Ct CL CF cv Cfu Cr LC# ?b'+- n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.07 2 W' - n/a 1.25 1.00 1.00 2 C' - n/a 1.00 1.00 2 3ending(+): LC# 2 = D+C, M * 3455 lbs-ft ;hear : LC# 2 - D+C, V = 659 lbs leflection: LC1 2 - D+C EI- 460.00e06 lb-in2 C- 9.39e06 in-lb/in rota1 Deflection - l.OO(Dead Load Deflection) + Live Load Deflection. (D-dead L=live S=snow W-wind I=impact C=construction CLdlconcentrated) (All LC's are listed in the Analysis output) ~ ~ ~ ~ ~~ ~ ~~ ESlGN NOTES: Please verify that the default deflection limits are appropriate for your application. This analysis is for SSI Joist products furnished by Standard Structures, Inc. only. Product substitutions void this analysis. All compression edges (top and bottom) must be bracad at 2-6" unless noted otherwise. Proper attachment and positioning of bracing is quired to achieve member stability. Not all products may be readily available. Check with a Standard Sbuctures, Inc. representative for product availability. Moment has been increased for repetitive member usage. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, c for adequacy. The supporting member shall be designed te support the total reaction noted above. c Load 1 2 4 3 ssr SIZER Type Distribution Magnitude Location [ft] Pattern Dead Full Area 15.00 (2.00)* No Constr. Full Area 20.00 (2.00)* No Constr. Point 1150 7.00 No Start End Start End Load? Dead Point 1150 7.00 NO Windsor, Ca 95492 Nov. 27,2001 lO:ll:lO Building 8 Case 2 Dead Live Total Bearing: Length S ti f f ener Design Check Calculation Sheet SSI Sizer 2001 .OADS: ( Ibs, psf, or pif ) 1114 696 1224 806 2338 1502 1-3/4 1-3/4 Yes Yes Bending (+) Dead Defl'n Live Defl'n Total Defl'n QAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : M = 14652 Mr = 16425 M/Mr = 89.21 0.44 = L/594 0.49 = L/540 1.10 = L/240 44.41 0.93 = L/283 1.47 = L/180 63.56 Double14" SSI 32MX lECTlON VS. DESIGN CODE NDS-1997: ( ib~, Ibs-ft, or in ) Criterion !Analysis Value IDesign Value IAnalysis/Design ($1 Shear I V = 2338 I Vr = 5825 I V/Vr = 40.14 SSI SIZER COMPANY PROJECT Standard Structures, Inc Pavilion at La Costa 340 Standard Avenue La Costa, Ca Windsor, Ca 95492 Building 8 Case 2 Phone: 800-862-4936 PavilionLaCosta-8-2.wwb Nov. 27,2001 lO:ll:lO I Design Check Calculation Sheet SSI Sier 2001 LOADS: ( Ibs, psf, or ptf ) 'Load Type Distribution Magnitude Location [ftl Pattern 1 Dead Full Area 15.00 (1.33)* No Start End Start End Load? 2 Constr. Full Area 20.00 (1.33)* No 3 Dead Point 1150 7.00 No 4 Constr. Point 1150 7.00 NO *Tributary Width (ft) ~~~~~~~~~ ~ MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 22' Dead 1004 586 Live 1077 659 Total 2081 1245 Bearing: .I Length 1-3/4 1-3/4 Stiffener No NO Double t4" SSI 32MX ~ ~ ~ SECTION VI. DESIGN CODE NDS-1997: ( lbs, Ibs-ft, or in ) Criterion Analysis Value Design Value Analysis/Design (%) Shear v = 2081 Vr = 5825 V/Vr - 35.73 Mr = 16425 M/Mr = 81.75 1 Bending(+) M = 13427 Dead Defl'n 0.40 = L/661 38.98 Live Defl'n 0.43 - L/615 1.10 = L/240 Total Defl'n 0.83 = L/318 1.47 = L/180 56.43 I IDDITIONAL DATA: 'ACTORS: F CD CM Ct CL CF cv Cfu Cr LC# Fb'+= n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.00 2 FV' - n/a 1.25 1.00 1.00 2 E' 5 nla 1.00 1.00 2 Bending(+) : LCI 2 - D+C, M = 13427 lbs-ft Shear : LC# 2 - D+C, V = 2081 lbs Deflection: LCX 2 - D+C EI-1334.00e06 lb-in2/ply C- 10.99e06 in-lb/in Total Deflection - l.OO(Dead Load Deflection) + Live Load Deflection. (Dldead Lalive S-snow W-wind f=impact C=construction CLdlconcentrated) (All LC's are listed in the Analysis output) 3ESIGN NOTES: . Please verify that the default deflection limits are appropriate for your appilcatlon. !. This analysis is for SSI Joist products furnished by Standard Structures, Inc. only. Product substitutions void this analysis. 1. All compression edges (top and bottom) must be braced at 2'4" unless noted otherwise. Proper attachment and positioning of bracing is equired to achieve member stability. .. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. i. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, IC for adequacy. i. The supporting member shall be designed to support the total reaction noted above. c c MESRI ENGINEERING STRUCTURAL CONSULTING PROJECT: THE PAVILION AT LA COSTA BUILDING #8 ROOF LOADS (FLAn DEAD LOAD ROOFING 3.0 (NO GRAVEL) PLYWOOD 1.8 RAFTERS 3.0 CLG -INSULATION 3.0 SPRINKLER 2.0 MlSC 2.2 ROOF LOADS (SLOPEDL. ROOFING 12.0 PLYWOOD 1.5 JOISTS OR 3.0 CLG. + INSULATION 0.0 SPRINKLER 0.0 MIX 1.5 W.4-L (EXT ): 16.0 PSF N -UL (INT ) 10.0 PSF L. ON lS.0 PSF DEAD LOAD 18.0 PSF BEAMS: #I POSTS: #I LIVE LOAD 20.0 PSF LIVE LOAD 16.0 PSF TO-I~AL LOAD 35.0 PSF TOTAL LOAD 34.0 PSF JOIST & BLOCKINWZ OR I STUDS & PLATES: #2 OR 41 .ALL CONCRETE TO BE A MIN. OF 3000 PSI AT 28 DAYS STRENGTH. (SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS) SEISMIC ZONE: 4 ,Na-1.0, Sd, Ca-.44 SOIL PRESSURE: 2500 prf @ 18 BELOW GRADE .ALL MASONRY TO BE, T m= 1500 psi U.O.N.(SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS, PRISM TESTS ARE REQUIRED WHEN SPEClAL INSPECTION IS SPECIFIED). WIND: UBC 97 EXP. B BY: SOUTHERN CALIFORNIA GEOTECHNICAL ALL GLUE-LAMINATED BEAMS ARE 2400F-V4 (SIMPLE SPAN), AND 2400F-V8 (CANTILEVER SPAN). B.ALCONY LIVE LOAD: N/A EXITCORRIDOR LIVE LOAD: N/A THESE CALCULATIONS ARE NOT VALID OR USABLE WITHOUT THE WET SIGNATURE OF ONE OF THE PRINCIPALS OF THE MESRI ENGINEERING. THESE CALCULATIONS ARE ONLY FOR THE ITEMS INCLUDED HEREIN. SPECIFIED BY THE CLIENT AND DO NOT IMPLY APPROVAL OF ANY OTHER PART OFTHE STRUCTURE BY THIS OFFICE. JOB NO.: DATE: 11/05/01 DESIGNED BY:&& CHECKED BY: PAGE:1 3 I I To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: lO:OSAM, 6 NOV 01 Single Span Beam Analysis Page 1 1 ~~ ~ Description PAVILION AT LA COSTA, BLDG # 8 y3-tAL. Lono ' General Information I Center Span 24.00 ft Moment of Inertia 3,960.000 in4 Left Cantilever ft Elastic Modulus 1 ~ 700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.813 kJft #1 Uft #I k/ft ~ Point Loads I Magnitude 2.600 k 1.500 k Location 7.000 ft 12.000 ft k ft k ft k ft I Query Values - I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0.00 k-n Shear 12.35 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Summary 3 1 Moments ... Shears ... Reactions ... ~ Max + @Center 76.64 k-ft at 11.98ft 8 Left 12.35 k Q Left 12.35 k ~ Max - Q Center 0.00 k-ft at 0.00 ft 8 Right 11.26 k @ Right 11.26 k : @ Right Cant 0.00 k-ft Deff ections .. . Maximum 12.35 k Q Left Cant 0.00 k-ft Q Center -1.162 in at 11.83ft Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft 76.64 k-R 1 Maximum = (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998. Win32 Q7 . L Job # Date: 10:19AM, 6 NOVO1 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : r Rrr WHnl Single Span Beam Analysis Page 1 J Description PAVILION AT LA COSTA, BLDG # 8 OwW LOA9 I General Information I Center Span 24.00 ft Moment of Inertia 3,960.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin ~ Uniform Loads 1 On Center Span ... On Left Cantilever ... On Right Cantilever ... #l 0.470 Wft #1 k/ft #I k/ft Point Loads I Magnitude 2.600 k k k k k Location 7.000 ft ft ft ft ft I Quem Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 7.48 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft 1 Moments... Shears ... Reactions ... : Max+ Q Center 43.55 k-ft at 10.39ft Q Left 7.48 k L.*ff 7.40 k j Max - Q Center 0.00 k-ft at 0.OOft 8 Right 6.40 k @ dight 6.40 k ! @I Left Cant 0.00 k-ft I @ Right Cant 0.00 k-ft Deflections. .. I Maximum - / Maximum 7.48 k Q Center -0.671 in at 11.74ft Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft 43.55 k-ft i I (c) 1983-98 ENERCALC W-0603482, Ver 5.0.6, 15-Jul-1998, Winzy-- 4’ -3 01% 1 0 4 25-zs ' c' c' L To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 1:26PM, 12 NOVO1 1 6%" XMml Single Span Beam Analysis Page I I Description THE PAVILION AT LACOSTA General Information I <fL\L w - Center Span 25.25 ft Moment of Inertia 5,900.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin :Uniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #1 0.813 Wft #1 0.813 Wft #1 0.813 Wft ~ Point Loads I Magnitude 11.300 k 1.500 k 10.100 k k k Location 6.000 ft 12.625 ft 31.250 ft ft ft ' Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 11.30 k 0.00 k 0.00 k Deflection 0,00000 in 0.00000 in 0.00000 in Moment -82.4 3 k-ft 0.00 k-ft 0.00 k-ft I Moments.,. Shears .. . Reactions ... i Max + Q Center 0.00 k-R at 0.00R 8 Left 16.12 k Q Left 27.48 k ' Max- Q Center -82.43 k-R at 0.00R 8 Right 14.92 k Q Right 2571 k Maximum 16.12 k 1 Q Leftcant -82.43 k-R 1 Q Right Cant -75.23 k-R Deflections ... Q Center 0.255 in at 11.28ft Q Left Cant. -0.582 in at -6.00 ft Q Right Cant -0.533 in at 31.25 ft I ~ Maximum = 82.43 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32-- nl%l ?-5 Job # Date: 1 :28PM. 12 NOV 01 e & To specify your title block on Title : Dsgnr: Description : Scope : these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Single Span Beam Analysis Page 1 1 Description THE PAVILION AT LACOSTA DL c7tl onr\CF-d~~ General Information I Center Span 25.25 ft Moment of Inertia 5,900.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever. ., #1 0.813 klft #1 0.470 klft #1 0.470 Wft ~ Point Loads I Magnitude Location - ~ ~ ~- 6.400 k 1.500 k 5.400 k 6.000 ft 12.625 R 31.250 ft k ft Quem Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 11.25 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -46.86 k-R 0.00 k-ft 0.00 k-ft ' Moments ... Shears. ., Reactions.. , Max + Q Center 30.40 k-ft at 12 62 ft Q Left 11 25 k @ Left 20 47 k 19 00 k Max - Q Center -46 86 k-ft at 0 00 ft Q Right IO 78 k Q Kight @ Left Cant Maximum 11 25 k -46 86 k-ft - Q Right Cant -40.86 k-ft ' Maximum = 46.86 k-ft Deflections ... Q Center -0.226 in at 12.85ft Q Left Cant. -0.052 in at 6.00 ft Q Right Cant -0.013 in at 31.25 ft (c) 1983-98 ENERCALC W-0603482, Ver 5.0.6, 15-Jul-1998. Wm32- 016' 3.' Job U Date: 1 :28PM. 12 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : scope : Rev MWOI Single Span Beam Analysis Description THE PAVILION AT LACOSTA yyav General Information I Center Span 25.25 ft Moment of Inertia 5,900.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi R I g ht Cant i I ever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.470 Wft #1 0.470 kfft #1 0.470 kfft i Point Loads I Magnitude Location 6.400 k -6.000 ft k 5.400 k ft 31.250 ft ~ k ft ~~ . k ft Quem Values I ~ ~ - ~ ~ ~~~ ~~ Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 6.17 k 0.00 k 000 k Deflection 0.00000 in 0.00000 in 000000 in Moment -46.86 k-ft 0.00 k-ft 0 00 k-ft ' Moments ... Shears ... Reactions.. . Max + Q Center 0.00 k-ft at 0.00 ft @ Left 9.18 k Left 15 39 k Max - @ Center -46.86 k-ft at 0.00 ft 8 Right 8.19 k Q Right 1392 k @ Right Cant -40.86 k-R Deflections ... Maximum 9.18 k @ Left Cant -46.86 k-ft I Q Center 0.174 in at 11.65ft Q Right Cant -0.312 in at 31 25 ft I Q Left Cant -0.352 in at -6.00 ft Maximum - 46.86 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998. Win32 o\ fl 8- 1 1 b * * To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 11:13AM, 6 NOV 01 Plr >OM01 Single Span Beam Analysis Page I I Description General Information I PAVILION AT LA COSTA, BLDG # 8 -(j7.aL Lo49 Center Span 31.00 ft Moment of Inertia 9,890.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin LUniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.813 k/ft #1 wft #I Wft 1 Point Loads I Magnitude 1.500 k 4.200 k k k k Location 15.500 ft 22.000 ft ft ft ft Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-ft 0.00 k-ft 0 00 k-n Shear 14.57 k 0.00 k 000 k Deflection 0.00000 in 0.00000 in 0.00000 in _. Summary Moments ... Shears.. . Reactions. .. ~ Max+ Q Center 128.32k-ft at 16.09ft @Left 14.57 k Q Left 14.57 k i Max - Q Center 0.00 k-ft at 31.00ft QRight 16.33 k Q Right 16.33 k ! @ LeftCant 0.00 k-ft 1 @, Right Cant 0.00 k-ft Deflections ... I Maximum 16.33 k Q Center -1.308 in at 15.78U Q Left Cant. 0,000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft ~ Maximum = 128.32 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998. Win32 OlQ\ g--. q . Job # Date: 11:14AM. 6NOV01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : fin mMoI Single Span Beam Analysis Page 1 I Description PAVILION AT LA COSTA, BLDG # 8 General Information I Center Span 31.00 ft Moment of Inertia 9,890.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.470 Wft #l k/ft #1 k/ft / Point Loads I ~~~~~ ~ ~ ~ Magnitude k 4.200 k Location ft 22.000 ft k ft k ft k ft Querv Values I Center Location 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft Shear 8 50 k 0.00 k 000 k Deflection 0 00000 in 0 00000 in 000000 in Moment 0 00 k-ft 0.00 k-ft 0 00 k-ft ' Moments ... Shears .. , Reactions.. . Max + Q Center 76.94 k-ft at 18.08 ft Q Left 8.50 k Q Left 8 50 k Max - @ Center 0.00 k-ft at 31.00ft @ Right 10.27 k Q Right 10.27 k @ Left Cant 0.00 k-ft Maximum 10.27 k - Q Right Cant 0.00 k-ft ' Maximum = 76.94 k-ft Deflections ... Q Center -0.789 in at 15.90 ft Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998. Win32-- el5 I X-!? 4 Job # bate: 1.35PM. 12 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Plr )uta1 Single Span Beam Analysis ~~~ ~ ~ ~ Description THE PAVILION AT LACOSTA General Information Center Span 31 00ft Moment of Inertia 11,500.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin - flAL 13'49 I Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.813 Wft #1 0.813 Wft #1 0.813 k/ft i Point Loads I ~~ ~ Magnitude 10.100 k 1.800 k 14.600 k Location -6.000 n 15.500 ft 37.000 ft k ft k ft Query Values -I I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 12.63 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -75.23 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears.. . Reactions.. . ~ Max + Q Center 22.88 k-ft at 15.50 ft Q Left 14.91 k Q Left 27.61 k Max - Q Center -102.23 k-ft at 31.00 R @r Right 19.41 k Q Right 33.85 k Q Right Cant -1 02.23 k-ft Deflections ... Maximum 19.41 k @ Left Cant -75.23 k-ft Q Center 0.057 in at 26.44ft Q Left Cant. -0.177 in at -6.OC! :t Maximum - 102.23 k-ft Q Right Cant -0.275 in at 37.0i :t (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jut-1 998, Win32 01% ( 5.- i\ Job U Date: 1 :35PM, 12 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : kb >vfAxII Single Span Beam Analysis Description THE PAVILION AT LACOSTA Dt - (3 Aiff7LGUP General Information I Center Span 31.00 ft Moment of Inertia 11,500.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.813 k/ft #l 0.470 Wft #I 0.470 Wft Point Loads I Magnitude Location 5.400 k 6.000 ft 1.800 k 15.500 ft 8.500 k 37.000 ft k ft k ft Query Values -7 Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 12.90 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -40.86 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions ... Max + Q Center 61.45 k-ft at 15.50 ft Q Left 12.90 k Q Left 21 12 k I Max - Q Center -59.46 k-ft at 31.00 ft @ Right 14.10 k Q Right 25 42 k @J Left Cant -40.86 k-ft @J Right Cant -59.46 k-ft Deflections. .. Maximum 14.10 k , Q Center -0 431 in at 15.07ft Q Left Cant. 0.163 in at -6.00 ft @ Right Cant 0.096 in at 37.00 ft Maximum - 61.45 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 6\81 $-IC acope : - ..-. ,"..' .1.,- -.--,, ...<",8,.U.,Y,I will be printed on each page. ' ' llr" K)Wl Single Span Beam Analysis Description THE PAVILION AT LACOSTA General Information I Center Span 31.00 ft Moment of Inertia 11,500.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Canti lever 6.00 ft Beam End Fixity Pin-Pin 1 Uniform Loads I 1 Point Loads I On Center Span ... On Left Cantilever. .. On Right Cantilever ... #1 0.813 klft #1 0.813 k/ft #1 0.813 Wft Magnitude 10.100 k 1.800 k 14.600 k k k Location -6.000 ft 15.500 ft 37.000 ft ft ft 1 Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0 000 ft Shear 1263 k 0.00 k 000 k Deflection 0.00000 in 0.00000 in 0 00000 in Moment -75.23 k-ft 0.00 k-ft 0 00 k-ft Moments ... Shears ... Reactions. .. 2761 k ' Max - Q Center -102.23 k-ft at 31.00 ft Right 19.41 k Q Right 33 85 k Max + Q Center 22.88 k-R at 15.50 ft Q Left 14.91 k Q Left Maximum 19.41 k Q Left Cant -75.23 k-ft Q Right Cant -102.23 k-ft Deflections ... I Q Center 0.057 in at 26.44 ft Q Left Cant. -0.177 in at -6.O(! t ' Maximum = 102.23 k-ft I Q Right Cant -0 275 in at 37.0i .P (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Winz---~ 01% ( 5- I1 (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6. 15-Jul-1998. Win32 4% I J 635 4: Y ! 5-17 * . .. . . -c-.- . . - Q .. ,. . ne Q QQ .. 1 t I \ ---k ,t-t o\ el . t A Iv.4 Ih @ 4’ 7 0.000 0.000 16.000 16.000 0.000 17.000 17.000 0.000 F F 1 2 3 1 4 2 2 3 3 17.000 17.000 16.000 90.00 90.00 0.00 1 1 1 1 TS12X6X1/2 29000.00 16.400 287.000 3escription : ROF 2:lement List : 3 1 UNIF GLO DIST B 0.00 E 16.00 0.00 0.00 -0 .no -0.40 018’ 0.00 0.00 3escription : SEISMIC Node List : 2,3 1 FORCE 9.00 0.00 0.00 Units LOAD COMBINATIONS: : In In Deg ZOYB 1 : 1.00 X CASE 1 1 1 2 3 4 0.0000 1.0796 1.0794 0.0000 0.0000 0.0022 0.0049 0.0000 0.0000 -0.2001 -0.1531 0.0000 LOAD COMBINATIONS : COMB 1 1.00 X CASE 1 1 1 2 5.0523 5.0523 8.5089 8.5089 -84.2015 60.4494 0.1360 4.79 1 4 3 -11.4523 -11.4523 9.4911 9.4911 -89.7610 71.5881 0.1270 4.46 1 2 3 -0.4911 -0.4911 -5.0523 -11.4523 60.4494 -71.5881 -0.0776 4.07 1 4 1 1 8.5089 9.4911 5.0523 -11.4523 -84.2015 -89.7610 0.000 0.000 18.000 18.000 0.000 17.000 17.000 0.000 F F 1 2 3 1 4 2 2 3 3 17.000 17.000 18.000 90.00 90.00 0.00 1 1 1 1 TS12X6X1/2 29000.00 16.400 287.000 Description : ROF Element List : 3 1 UNIF GLO DIST B 0.00 E 16.00 0.00 0.00 -0 .YO -0.40 0.00 0.00 3escription : SEISMIC Node List : 2,3 1 FORCE 9.00 0.00 0.00 L'OAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 2 3 4 0.0000 0.0000 0.0000 1.1132 0.0016 -0.2254 1.1129 -0.0043 -0.1656 0.0000 0.0000 0.0000 LOAD COMBINATIONS: 23MB 1 : 1.00 X CASE 1 -8. 1 1 3.6554 8.3757 -84.5683 2 3.6554 8.3757 57.8192 0.1442 4.94 2, 1 4 -10.0554 9.6243 -91.6339 3 -10.0554 9.6243 71.9786 0.1323 4.51 3 1 2 -0.6243 -3.6554 57.8192 3 -0.6243 -10.0554 -71.9786 -0,1026 4.74 1 1 4 1 8.3757 3.6554 -84.5683 9.6243 -10.0554 -91.6339 f. '\ I +---< I/' 1 I I l-4 \ / It I 8 I W sch* I \ I L -d 4- (I\ 9 S' To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. IUC Tltle : Dsgnr: Descrlptbn : scope: Job# Date: 334PM. 24AUG 03 Rev M(a0l Single Span Beam Analysis Description I General Information I Center Span 15.00 ft Moment of Inertia 21.000 in4 Left Cantilever ft Elastic Modulus 1,600 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.016 km #1 km #1 0.016 km Quew Values I Center Location 0.000 ft Left Cant 0.000 ft Shear 0.99 k 0.90 k Deflection 0.00000 in 0.00000 in Moment 0.00 k-ft 0.00 k-ft Momen ts... Shears ... Max + Q Center 0.28k-ft at 5.87ft Q Left 0.09 k Max - Q Center -0.39 k-ft at 15.00ft @ Right 0.15 k Maximum 0.15 k Q Left Cant 0.00 k-ft @ Right Cant -0.39 k-ft Deflections.. . @ Center -0.265 in @ Left Cant. 0.000 in @ Right Cant -0,140 in Maximum = 0.39 k-ft Right Cant 0.000 ft 0.00 k 0 00000 in 0 00 k-ft Reactions. .. Q Left 0.09 k Q Right 0.26 k ~ at 6.57 ft at 0.00ft at 22.00ft i A 3 9' 4 15' 4 Job # Date: 8:59AM, 2 NOV 01 p 6' 0 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : PI* MJm1 Single Span Beam Analysis Description THE PAVILION AT LA COSTA General Information I Center Span 15.00 ft Moment of Inertia 20.700 in4 Left Cantilever 9.00 ft Elastic Modulus 1,600 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... 1 On Left Cantilever ... On Right Cantilever ... #1 0.016 k/ft #I 0.016 k/ft #1 k/ft ~ Quew Values *c 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 0.16 k 0.00 k 000 k Deflection 0,00000 in 0.00000 in 000000 in Center Location Moment -0.65 k-ft 0.00 k-ft 0 00 k-ft Moments... Shears ... Reactions.. . Max + @ Center 0.18 k-ft at 10.19ft Q Left 0.16 k @ Left 0.31 k Max - @ Center -0.65k-ft at 0.00ft @ Right 0.08 k @ Right 0.08 k Maximum 0.16 k @ Left Cant -0.65 k-ft - @ Right Cant 0.00 k-ft ' Maximum = 0.65 k-ft Deflections.. . Q Center -0.103 in at 10.00ft @ Left Cant. -1.153 in at -9.00 ft Q Right Cant 0.000 in at 0.00 ft I .- I (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998. W1n32-- 54 r (. To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 9:00hM, 2 NOV 01 xrr >mi Single Span Beam Analysis Description THE PAVILION AT LA COSTA -_ General Information I Center Span 15.00 ft Moment of Inertia 35.000 in4 Left Cantilever 9.00 ft Elastic Modulus 1,600 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.016 Wft #I 0.016 Wft #I uft Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 0.16 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -0.65 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears., . Reactions.. . Max + @ Center 0.18 k-ft at 10.19ft Q Left 0.16 k @ Left 031 k Max - @ Center -0.65 k-ft at 0.00ft 8 Right 0.08 k @ Right 0.08 k @ Right Cant 0.00 k-ft Deflections ... Maximum 0.16 k @ Left Cant -0.65 k-ft @ Center -0.061 in at 10.00ft @ Left Cant. -0.682 in at -9.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 0.65 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0 6, 15-Jul-1998, Wln32-- t. p *9 To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Date: 9.01 AM, 2 NOV 01 enter your title block information will be printed on each page. Scope : B1 W6ml Single Span Beam Analysis Description THE PAVILION AT LA COSTA _.__- General Information I Center Span 15.00 ft Moment of Inertia 20.700 in4 Left C a nti I ever 8.00 ft Elastic Modulus 1,600 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.016 k/ft #I 0.016 Wft #I Wft Quem Values I 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 0.15 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Center Location Moment -0.51 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears.,. Reactions. .. Max + @ Center 0.23 k-ft at 9.62ft @ Left 0.15 k @ ieft 0 28 k Max - @ Center -0.51 k-ft at 0 OOft 8 Right 0.09 k Q Right 0 09 k Maximum 0.15 k Q Left Cant -0.51 k-ft Q Right Cant 0.00 k-ft Maximum = 0.51 k-ft Deflection 8.. . @ Center -0.187 in at 9.02 ft @ Left Cant. -0.560 in at -8.00 ft Q Right Cant 0.000 in at 0.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver 5 0 6, 15-Jul-1998. Win32 IL' MESRI ENG~ERING INC. STRUCTURAL, CONSULTING 2180 GARNET AVE., SUITE 2E SAN DIEGO, CALIFORNIA 92109 !PI 8% 273 8701, [n 858 273 6758 email: mikmmuri@rol.com 04/10/2002 WED 16:11 FAX 858 552 8420 NADEL ARCHITECTS APR-1kO2 WED 2:OO PM MESRI ENGINEERING FAX NO. 1358 27?Fi?5R i @ 003 P. 2 *u /I Southern California Geotechnical 1 Thomas Enterprises, Inc. 3604 Carleton Street San Diego, California 92106 Attention: Mr. Me1 Kuhnel Vice President, Development January 29,2002 Project No. 01 G216-7 Subject: Foundation Plan Review Proposed Retail Development The Pavilion at La Costa, Building 8 Carlsbad Tract No. 92-08, Lot 4 Carlsbad, California Reference: Geotechnical lnvestiqation and Liquefaction Evaluation, Proposed Retail Development. The Pavilion at La Costa, Carlsbad Tract No. 92-08. Lot 4, Carlsbad, California, prepared for Thomas Enterprises, Inc. by Southern California Geotechnical, Inc., dated November 8, 2001, SCG Project No. 01 G216-1. Dear Mr. Kuhnel: In accordance with the request of Mr. Steve Kohn of Nadel Architects, Inc., we have reviewed the foundation plans for the above referenced project. These plans have been reviewed for conformance with the conclusions and recommendations contained within the above referenced geotechnical report. The plans provided to our ofice for the purposes of this review are identified as follows: 0 Sheet S-I, General Notes, Building 8, dated December 3,2001. 0 Sheet S-2, Typical Details, Building 8, dated December 3,2001. e Sheet S-5, Foundation Plan, Building 8, dated December 3, 2001. Sheet S-7, Structural Details, Building 8, dated December 3,2001. 0 Sheet S-9, Structural Details, Building 8, dated December 3,2001. In general, these plans are considered to have been prepared in accordance with the conclusions and recommendations presented in the above referenced geotechnical report. Comments generated during our review as well as any exceptions to this conclusion are documented below: 0 The structural engineer has specified that the floor slab reinforcement consist of No. 3 bars at 16-inches on-center in both directions. This reinforcement exceeds the minimum reinforcement presented in the above referenced geotechnical report and is considered suitable from a geotechnical standpoint. 1260 North Hancock Street, Suite 101 Anaheim, California 92807-1 951 (714) 777-0333 Fax (71 4) 777-0398 ! Reinforcement within the perimeter foundations consists of four No. 5 bars (2 top and 2 bottom) with the exception of the grade beam footing along Column Lines E, 1 and 6, which are reinforced with six No. 7 bars (3 top and 3 bottom). This reinforcement exceeds the geotechnical recommendations and is considered suitable. 0 Detail 3 on Sheet S-7 indicates that all exterior patio slabs will be connected to the building footings using No. 4 bars at 24-inches on-center, 18-inches long. This detail is considered to satisfy the recommendation presented in Section 6.5 of the geotechnical report. Based on our review, the above referenced plans are considered to have been prepared in conformance with the conclusions and recommendations of the geotechnical report. It should be noted that this review was limited to the geotechnical aspects of the plans and no representation as to the suitability of the structural design is intended. We sincerely appreciate the opportuntty to be of continued service on this project. We look forward to providing additional consulting services during the course of the project. If we may be of any further assistance in any manner, please contact our office. Respectfully Submitted, Southern Cal~ia Geotechnlcal, Inc. Princwngineer Distribution: (1) Addressee (I) Mayers and Associates, Attn: Dru Mayers (3) Nadel Architects, Inc. The Pavilion at La Costa, Building 8 - Catisbad, CA Project No. 010216-7 Page 2 NON-RESIDENTJAL CERTIFICATE: Non-Residential Land Owner, please read this option carefhlly and be sure you thoroughly understand the options before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before a building permit will be issued. Your signature is confirming the accuracy of all information shown. +iJvmQ--, 6, X>rF 360JlUL4& GWQ~C-%~ZDO , Name of Owner Telephone M3< CdL LrceConc, Address Project Address &-a Ga 30080 Carkbad, California 9200 7 City, State Zip Code City, State Zip Code Assessor’s Parcel Number or APN and Lot Number if not yet subdivided by County Assessor. I ._ 01-3777 Building Permit Number(s) As cited by Ordinance No. NS-155 and adopted by the City of catlsbad, Cdfimia, &a City h authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upon the issuance of a building pen&, shall have the option W (I ) pay the SPEcIkL DEVELOPMENT TAX ON& * ,I - TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a mod not to . exceed twenty-five (25) years. Please indicate your choke by initialing the appropriate line IKfow; OPTION (1): I elect tt~ pay the SPECIAL TAX - E-TIME now, as ti one-time. payment . .Amount of . mer’s Initials \T 6 30 OPTION(2): I elect to pay the SPECIAL QEWELOPMENT TAX ANMUALLY far a period not 0 exceed twen bve . (25) years. Maximum ’ Annual Special Tax: $ , %r . Owner’s Initials . I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED. rs THE , PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WlLL COMPLY WITH THE PROVISIONS AS STATED ABOVE. MxLtaqu- /2- 42. 0s Title # Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Page I of 1 f- Eb3q .- City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL F'Em OR OTHER MITIGATION This form must be completed by the City, the appficant, and the appropriate school disbicts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: \ -. .. Building Permit Plan Check Number: Project Address: .. . ' 'A.P.N.: *-> . ,., ._: : . : .. . , Project Applicant (Owner Name): Building Type: Residential: . .Number of New Dwellirm .Units I Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area Second Dwelling Unit: Residential Additions: Commercialllndustrial: Square Feet Flmr ma City Certification of * 18 fl b* Applicant Information : - ScHOOL'DfsTRIcTS WIT" TEE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave. Carlsbad CA 92009 (729-9291) Encinitas Union School District 101 South Rancho Santa Pe Rd Eminitas, CA 92024 (944-4300) San Marcos Unified School District 215 Mata Way certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penaHy of perjury that (1) the infarmation provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amendm certiffcation of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the Initial determination of units or square footage is found to be incorrect, ad that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration Date: /07-F Q& @ 1635 Faraday Avenue Carlsbad. CA 92008-7314 * (760) 602-2700 FAX (760) 602-8560 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE - BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for ~chool facilities. This is to certify *at the appl@pnt.fjsed .on page I has paid all amams or eQmpleted other applicable -S-& mitiiati\tm determined by the School District. The C@! may isme building permits for this p&j& SGNAWRE OF AUTHORED SCHOOL DISTRICT OFFICIAL .. - Eric J. Hall ' ess TtTLE hlAME OF SCHOOL DCSTRlCT 1- -_ DATE PHONE NUMBER . ,r i ... . .. , . . . ,. , . . . . _.. .. . - .. . ..... .. . . ... ... .. ._ d ‘9. *y City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCEOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate sd~ool disfricts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: t .. Project Address: A.P.N.: Pmject Applicant (Owner Name): Pmject Description: I. ’- . Building Type: ~esidentia~: Second Dwelling Unit: ... ;. . 1 .. . .. ... .. .. . . _. . .. . ._. . ... . .Number of New Dwellina .Units I Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU R-idenfisl Additions: Net Square Feet New Area Commerciat/tndustrhtrial: Square Feet Floor: Area City Certification of w- 1 (€3 P, Applicant Information: - 2 1 SC!EOOL~TRIC“!3WI~THECITYOFCARLSBAD Carlsbad Unifitd School District 801 Pine Ave. San Mercos Unified !khool District 215 Mata Way San Marcos, CA 92069 (736-2200) San Dieguito Union High School District 710 Encinitas Blvd. 10 1 South Rancho Santa Pe Rd u Enchitas, CA 92024 (753-6491) Certffimtion 07 Applicantlowners. The person executing this declaration (“Owner.) certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner‘s knowledge, and that the Owner will file an amended cerNfication of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is fhe owner/developer of the above described prOjeCt(S), or that the person executing this declaration authorized to sign on behalf of the Owner. Signature: Date: /J- FOrC I 1635 Faraday Avenue - Carlsbad, CA 92008-7314 (760) 602-2700 FAX (760) 602-8560 @ D-4-d AIWUIM SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) BEEN OR WILL BE SATISFIED. *HttttCe+++rCl~.t+m(~~~~~~**m*~**~~*~~~+~**~~*~~~~~~*~~~n*~~*~~** THIS FORM INDlCAT€S THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE - SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable %hod District, certifies that the developer, builder. or owner has satisfied the obligati& for schd facilities. This is to CefiiQ mat the appliqnt-listed gn- page 1 has paid all amounts or -meted other applicable schr, mitigati6G d&khed by the School District. The City may issue building permits for this prbje& '1 SIGNAWE OF AOWmED SCHOOL DISTRICT OFFGW TITLE NAME OF SCHOOL DISTdlCT . PHONE NUMBER .~ .. . , . . ., . ;.. ,. -. . ". . . . .,. . .-. I ' '. .._._ . .. .:_ .. ... . . . .. .- I .. . Subject: Pavilion at TA Costa Page 212 ?* 1 Dm Mr. Peterson, Plw be advised that Lumdia County Water DiM does not object to the City of Cltlsbad issuing buildiag permits fbr the above d'ce project. Sewer improvcmtnt piam bve ken rimed for this pwjcct. Pkasc anha m6 if you have any questions. at 760 753-0155, From: Christer Westman To: Mike Peterson Date: 5/28/02 8: 16AM Subject: Pavilion at La Costa The Pavilion tract map includes some large Open Space lots which are deed restricted prohibiting development of any kind other than grading and infrastructure improvements needed for storm water control. ' The lot immediately to the east of the pavilion is one of those open space lots. Christer Westman AlCP cwest@ci.carlsbad.ca.us Q 0 Q) 0 c N N 4 'W d -. / \. . , i ir z- Y a I . ‘I i i .. I 38 0 , ’! s! .. 9 ,. .* a A- b L . - ., GlL . , City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-1 1-2003 Plan Check Revision Permit No: PCR03046 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot #: 0 Applied: 0311 1/2003 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 04/1012003 issued: 0411 112003 Project Title: FORUM-BLDG 8-REV FENESTRATION Inspect Area: 1935 CALLE BARCELONA CBAD COLUMN,ROOF,ELECTRIC Applicant: NADEL ARCHITECTS 2546 04/111/03 0002 01 02 CGF 240 0 90 Plan Check Revision Fee Additional Fees $24a.00 $0.00 Total Fees: $240.00 Total Payments To Date: $0.00 Balanee Due: $240.00 CITY OF CARLSBAD BUILDING DEPAR 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE PLAN CHECK NO 6 EST. VAL. Plan Ck. Deposit Validated By Date (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he IS licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 155001). Name Address City StatelZip Telephone # State License # License Class City Business License # Designer Name Address City StatelZip Telephone State License # gl Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS l$lOOl OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure worken' compensation coverage Is unlawful, and shall subject an employer to criminal penakks and dvil fines up to one hundred thousand dollan ($100,000). In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's faas. SIGNATURE DATE I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractodsl licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO 0 YES 8. WSTRUCnON UNDlNO AGEkCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN AN OSHA An OSHA permit is r EXPIRATION, Every permit authorized by such permit is at any time after the work is APPLICANT'S SIGNATURE AlNST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. structures over 3 stories in height. - EsGil Corporation In Partnemhip with Gowemntent for BuiUing Safety DATE: April 9, 2003 JU RlSD lCTl0 N: Carlsbad 0 PLANRNIEWER PLAN CHECK NO.: 01-3777(PCR03046) 0 FILE SET: I1 PROJECT ADDRESS: 1935 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 8) w 0 0 w cl The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation GA 0 MB 0 EJ 0 PC 4/8/03 bnsmtl.dot 9320 Chesapeake Drive, Suite 208 SanDiego, California 92123 (858) 560-1468 * Fax (858) 560-1576 - EsGil Corporation In ~artmrship with Government for Buiciilng Safety DATE: March 24,2003 JURIS DICTION: Carksbad PLAN CHECK NO.: 01-3777(PCR03046) 0 PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 1935 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 8) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Nadel Architects 5465 Morehouse Drive, San Diego, CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steven Kohn Date contacted: 42dQ (by: h, Telephone #: 858/552-8424 Fax #: (858) 552. PrZc) Mail delephone Faxv/ In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 3/13/03 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 . Carlsbad 01-3777(PCR03046) March 24,2003 GENERAL PLAN CORRECTION LIST JURI SDI CTl ON : Carlsbad 3777(PCR03046) PROJECT ADDRESS: 1935 Calle Barcelona DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/13/03 REVIEWED BY: Abe Doliente PLAN CHECK NO.: 01- DATE REVIEW COMPLETED: March 24, 2003 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 0 Please make all corrections on the original tracings and submit two new complete sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 0 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No ? !dt Carlsbad 01-3777(PCR03046) - March 24,2003 1. Check final sets of plans for signatures. 2. Provide structural calculations for the revised GLB2, GLB3 and BLB5. 3. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 8581560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 01-3777(PCRO3046) Marah 24, 2003 UALUATION AND PLAN CHECK FEE JURI SDl CTl ON: Carlsbad 3777( PCR03O46) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: March 24,2003 BUILDING ADDRESS: 1935 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Type of Review: 0 Complete Review ORepetl-Fee Repeats Structural Only 0 Other Hourly ~Hours* Esgll Plan Revlow Fee Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc PLANNINC/ENGINEERING APPROVALS RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $1 0,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER TENANT IMPROVEMENT PLAZA CAMINO REAL PLANNER DATE M ENGINEER DATE :E6 hhh uou no0 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. O%Ott(P Address 35 mQxm&sm Planner Christer Westman Phone (760) 602-461 4 APN: Type of Project & Use: Net Project Density: DU/AC Zoning: General Plan: Facilities Management Zone: CFD {in/out) # Date of participation: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: ) Legend: Item Complete 0 item incomplete - Needs your action Environmental Review Required: TYPE YES - NO - DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: TYPE - Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES- NO CA Coastal Commission Authority? YES- NO If California Coastal Commission Authority: Contact them at - 31 11 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): - - C'oastal Permit Determination Form already completed? YES - NO- If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determiqation Log as needed. H:\ADMIN\COUNTER\BldgPlnchkFievChklst 0 0 0 lnclusionary Housing Fee required: YES - - (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) NO Data Entry Completed? YES - NO- (AIPIDs, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing 1 ,N, Enter Fee, UPDATEIJ _- Site Plan: 0 0 0 1. Provide a fully dimensional site pian drawn to scale. Show: North arrow; property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 0 0 0 2. Provide legal description of property and assessor's parcel number. Zoning: u u u 1. Setbacks: UOD Front: interior Side: Street Side: Rear: Required Shown Required Shown Required Shown Required Shown 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 3. Lot Coverage: Required Shown 4. Height: Required Shown 5. Parking: Spaces Required Shown Guest Spaces Required Shown Additional Comments .b me e-oi 57 77 d2.m \ b*cmAomc;cn?. DATE* OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H :\ADMIN\COUNTER\BldgPlnc hkRevChklst .Carlsb;ld Fire Department 03046 16356araday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 4. Plan Review Requirements Category: Building Plan Date of Report: 3-17.03 Reviewed by: Name: Nadel Architects ~ ~ Address: City, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 Plan Checker: Job#: 03046 Job Name: The Forum # 4 Blda #: PCR030346 Job Address: 1935 Calle Barcelona Ste. or Bldg. No. Approved ' Approved Subject to 0 Incomplete The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job# 03046 FD File # Carlsbad Fire Department 03046 ' 1635+F&adZy Ave. Fire Prevention Plan Review Carlsbad, CA 92008 (760) 602-4660 b Date of Report: 3.17.03 Name: Nadel Architects Reviewed by: Address: Citv, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 I. 03046 Plan Checker: Job Name: Job Address: 1935 Calle Barcelona Ste. or Bldg. No. The Forum # 4 This approval is for the request: Alterations to architectural approved as submitted. 5465MorrhrruwDr Mike Peterson sa~ispo Cityofcarisbad cdi~ce @'*' 1635 Faraday Avenue FAX 552.8429 Carlsbad, CA 92008 858.5520424 March 10,2003 Re: The Pavilion at La Cod NADEL I: 01 188.00/ 104,~ Nadel Carlsbad, California Architects Inc wire Dear Mike: PlrllninO MOrS Herbcn Wl. Archibet, FAlA In order to make this prqed viable, our client directed us to revise the architecture, allowing for some changes in the tenant make-up. We have listed below the description of these changes. It is important to note that the bulk of tne changes are merely cosmetic in nature, and do not impad the structures themselves, nor do they notably affect the energy performance as it relates to Title 24 requirements. 'BUILDIN0 2 as&kl 1. Revise architectural fenestratlon (pop-outs) along Gridline A from 2. Grldllne 2 to Gridline 5. Add demising wall between Gridline 2 and 5. Sheet A-2 1. Revise sofTits per new floor plan. Stl&-A-a 1. Relocate roof per floor plan along Gridline A. Sheet A4.1 1 - Revise northwest elevation to coordinate with modified floor plan. Sheet A4.2 1. 2. Provide architectural stone columns at free standing trellis 8s noted. Provide decorative tile accent details as noted. Sheet A-5 1. Revise Sections 2 and 2A to coordinate with modified flow plan. Sheet S-5 1. Relocate columns along Gridline A. Mlke Peterson ClTY OF CARLSBAD March 10,2003 NADEL k 01 188.00 Page3of8 2. 3. 4. Suite tags corrected to match leasing site plan. Revised Architectural fentstrction (PopouLs) along Gridline A frwn Gridline 7 to 10. Additional tenant space from Gridline 8 to 10. Sheet &I -3 1. Install automatic doors as noted and supply dectrical power per manufacturer's recommendations. 2. Revisenorthelevatlonfaqade. 3. Add shopping art screen wall and provide finI8h.S- also Detl6. A-22 1. Revisadsoffitspermodifloorplan. sb!BwU 1. Revise soffits and soffit WgmS at entry. See am Sheet E-6 stlfawu 1. Relocate parapet walls per floor plan along Gridline A from Qridiine 3 and 4. shtts2 1. Revised roof plan akmg Gridline A fmm Gridline 7 to 10. Sheet A3.3 1. Detail 1: Provide RO., HKIod cwb and install SkyligMS suppiied by tenant Remove Columns along Oddline 'C. Revlse roof, crlckets and parapets accwding to newdesfgn. Add rooftop units, See also M3.0 Add crickets on upward side of each unit and min. 2'4" double cap sheet traffic pad all around. Add framed openings and curbs for skylights supplied by tenant and installed by contractor. 2. 3. 4. 5. 6. Sheet A4.1 1, RevrSeeJevation. 2. 3. 4. 5. Addstoneverreeronnorthwestcomertzrwer. 6. 7. Adddeoorativetikaccents 8. Add cart storage screen wall. Add trellis with ardriectural stone dumns. Add wood stomfront at openings. Add Materials: Stone Veneer, Stone Column, and Copper Roof Revised west elevation from Gridline 7 to 10 to dinato with modified floor plan. Mike Petenon CITY OF CARLSBAD * March10,2003 NADELR 01188.00 PageZof9 SmLM 1. Adjust roof framing along Grklltne A. sheets-0 2. Revise Detail7. sheet $-lo 1. Additiorral guidelines for moment frames. stlsldm I. AddLighting. 2. Revise Panel Schedule 'HP2" 3. Change Switchboard Ms2' Elevation aQaB2 I. New Single line Diagram Shd E-3 1- AddJ-boxes 2. Revise electrical closet and telephone mom size and location. ShwEA 1. Add/RevisedligMS. BUlLDlNO S ShmEl 1. Sheet Index Includes mechanical design. m=u&l 1. Revlse Bco88s(b(e parking. Add striping for shopping cart storage. A-1.1 Shows columns along gridthe 1 to match Stnrotuml plans. Add fire sprinkler riser closet, relocab doom, mpositlon tmsh endosure and badow assembly. Sub tags corrected b match leasing site plan Revised Architectural fenestrabion (Pop-outs) along Gridline A frcrm Gridline 1 to 4, Relocate demising wall adjacent to Gridline 3. 1. 2. 3. 4. 5. sheet A-1 a 1. Note rolkrp door detatls, and added wall type Icey E' for interior wall at Gridline 'F.' ShiR dectrical cabinet along Grkiline '7.' Mlke Peteman CITY OF CARLSBAO lllCarch 10,2003 NADEL #: 01188.00 Page 4 of 9 w 1. 2. 3. AdddecoratiWtileamts 4. 5. Add awning at Suite 'A' kcling dock- 3, A42 Add Mataiak Stone Veneer, Stone Column, and Copper Rasf Revfsed west elevation to coordinate with modified door plan. Adjust parapet height fram Gridline K to M in south elevation. w 1. 2. 3. 4. 5. 6. Adddccotathrttlleaccents Raise bottom of loadhg dad< canopy to +12'4' A.F.F. Revise finish material as noted in legend. Conthue new Wlis arwml northeast mer. Provide decorative tile aaents as noted on Sheet A5.3. Add Materials: Stone Veneer, Stone Column, and Copper. Roof w 1. 2. 3. 4. Addsedion 10. 5. 6. Revlsedsection8. Mod@ truck well, screen walls, and 4rash mc-. Note outline of loadlng canopy above. See also A2.3 Sections per new design elevation - 1,2, and 3. Section 7 not ubed (Similar dedail to WA5.2) sheet A-5.3 1. Addtrdlisonno~merasshown.~alx,sectionl 2. Install Decmt~ve tile accents details as noted and redersblced from the elevations. Add metal awning. Sheet A7 1. Revisecomiceateave. sbBsus 1. Revlsed cdurnn locdons abng Giridline A ,sheeJt5-68 1 - 2. SllSaM 1. 2. AdditianalNotes Removed Cdumn symbols along Gridline 'P. Revise foundation per newstodmt elemlion. Revised cool framing akmg Gridline A. Mike Peterson CITY OF CARLSBAD March IO, 2003 NADEL P: 01 188.00 Page 6 of9 StMeWu 1. 2. Newglue-lambeamdzes 3. Revise framing to support new tenant equipment elready shown on mf. Revised roof framing along Gridline A. sbeEsI3 1. Revise framing to support new tenant equipment already shown on roaf. stw&mQ I. Additional guidedines for moment frames' sllwwll 1. Revisefaming. 2. Revised detail 11 and 13. sbsa!ua 1. 2. Revised #C unit Schedule (Electrical-to acocpt 120/208 volt Service) Provide mechanical systems as noted on the schedules sheet M-2.0 1. 2. Revised detail 7 and 8, Detail mechanical system as shown. w 1. provide HVAC equipment and distribution as shown. PLUMBING 1. 2. Add waste line for future grease intemptor (by others). Additional gate valve to new tenant space horn Grldline 8 to 10. ELECTRICAL 1. Add lightfixturetype. Sheet E-2 1 e 2. Add circuits as noted. Change service to match new tenant layout. SheetE-3 * 1. Nodeadded. 2. Intercept existing dce conduits as noted, connect and extend Bo correspondingswltdrboard. Mike Petemon CITY OF CAMBAD * March loF 2003 WELR: 01188.00 Page 6 of 8 SheetE-4 . 1. Addpowwtonewsuites. 2. Add J-boxes as shown. Sheet E4 1. Adaptpowertonewfloorplan. 2. Add lighting and power to new sprinkler riser mom Sheet E-6 1. 2. Adjust cuderiot lihg to new plan. Add Mi lighting as shown. sheet €07 1. 2. Revise lighting abng gridh A and K benNeen grldlins 2 b 5. Add walhounted security lights and exit lights as shown. ARCHITECTURAL A-1 .I 1. ' Revise architectural fenestration (Poo-MlfS) afong Gridline A and F from Gridline 2 to Gridline J. Addlonal tenant space between Gridline 4 and Gridline 6. 2. sbLAiL2 1. 2. Remove exit corridor along Gridline 6. Revise pop-outs along grid A and F from grid 6 to 7. A-2.1 &a 1. Revisesanttsperfk~wphn. Sheet-A-3.1 1. Revise rwf plan along @I A and F. s!w&u 1. Revise decorative tile accent details as shown. See elevations for locations and quantity. StWtA4.1 1. Revise ardriteczural fenesbrrtians In elevation view (North). . shQddM2 1. Revise architectural fenestrations in elevation view (South). Sheet A-S.l 1. Rdse sections 4,5,6, and 7. Mike Peterson CITY OF CARLssAb NAOEL# 01188.00 Page7of9 March 1O,-ZOO3 sh-t A-U' 1. 2. Update datum elevations on section to wference baseline @e. Revise circular decorative tlle accent. See elevations for location and quantity. A-5.3 I. 2. Revlse metal awnings. New details for architectural column. STRUCTURAL SheetSIS 1. Relocate columns along grid A and F. Sheet S-6 1. Reviseroofframing. alw&M 2. Revlsemdframing. slMa3 1. Addfoatingcletail. Sheet S-10 1. Add(trona1 gubllnes for moment frames sheds-11 1. Revise Wils 6 and 8. PLUMBING P-1.0 1. Conformtoatlrequirementssetforth. SheaP2Q 0. 1. Revisewastelinedeanout. §tmLkz 1. 2. Addcircuiktopand. Revise singte finediagram and main switch dewation. ,. Mika P-o~ CITY OF CARLSBAD * Mrrch10,2003 NAOELIr: 01188.00 Pago8of9 iiks#Ea 1. Revisepwerphn. 2. Add power in utillty dosets. smL!%4 1. Add J-box to new tenant space. , a!QaM 1. Addlightstonewtenantspace. 2. BUIrdlNG 8 Add lighting in exit OOnjdQr and utility dosets. Sheet A-1 1. 2. Move Gridline 4 for tenant space adjustment Relocate demising wall from Gridline 3 to Gridline 4. A-2 1. Reiocate demfshrg wall per floor plan. sheet.A3 1- ReviserpofatnOrfheaSftower 2. Grldline 4 adjustment perfloor p4n. sbsQu9 1. 2. Add tapered architectural etme cdumns as shown on ialevatlon and noted on material schedule. Mi location of grid line 4. SheietW 1. 2. 3. Revise Metal Awnings. Provide square and ckwlar decorative tile accents as shown. Locate as rederenced on the elevations (Sheet A4). ms!3ss 1. We Gridline 4 for tenant space adjustment. aleu4 1. 2. Relocate Gridline 4 and Gkr-lam beam perfloor plan. New Glu-lam beam schedule GLB2, GL63 and GLB5 s!Y&s4 1. RM de&l19 and 20. . Mike Petemon CITY OF CARLSBAD March 10,2603 NADELt: 01188.00 Pag.SOf9 s!X&B 1. Revlseddetail4,8and9. PLUMelNo sheet P-1 .O 1. 1. Relocate grM line 4. Conform to all requirements set forth. P-2.Q 2. AddwasZeII~. ELECTRlCqL E-2 1. 2. AddbrdwstoHousePanel. 3; AddcircuitsQo~. Remove senb to eliminated suite, and upgrade mainby services. stlam 2. Add lihtlng and T24-required cantrds. Please assist US in a timely revbw of these changes so that'we may stay on schedule to cam@& what promises to be a beauthl center. If there is any further information required for the review and approval of these adjustments, please do not hesitate to call me. NADEL ARCHITECTS INC. I Stm Kahn, AIA Associat4 cc: Mel Kuhnel -Thomas Entaprbes 7 E i vs @ b n City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-1 8-2003 Plan Check Revision Permit No: PCR03063 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 04/03/2003 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 04/18/2003 Issued: 0411 812003 Project Title: FORUM-BLDG 8-REVISE TRUSS Inspect Area: 1935 CALLE BARCELONA CBAD Applicant: VRATSINAS CONSTRUCTION COMPANY P 0 BOX 2558 LllTLE ROCK, AR 72203-2558 501 -376-001 7 Owner: 3135 04/18/03 MU2 Of 02 CGP 120 9 00 Plan Check Revision Fee Additional Fees $120.00 $0.00 ~ ~ ~~ ~ ~ ~ Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 FINAL APPROVAL I processing or service fees in connection with this project. NOR DOES IT APPLY to any PERMIT CITY OF APPLICATION CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE 0 LY PLAN CHECK NO.)e/!.fl,& 3 EST. VAL. Plan Ck. Deposit I Legal Descr(ption Lot No. Sumvision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Description of Work A SO. FT. #of Stories # of Bedrooms # of Bathrooms Name (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemqtiy. & v8ation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$5001). v \- L - Name Address City Statelzip Telephone # State License # 5 7 ZG 7 License Class City Business License # Designer Name Address City State/Zip Telephone State License # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor coda, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion. the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address I phone number I contractors license number): Business and Professions Code for this reason: 4. number / contractors license number): 5. of work): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number /type PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES [7 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? [7 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES NO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. 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 authorimd by such permit is he date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tir ' after the work is APPLICL 'S SIGNATURE I LL DATE d/&aJ 80 days fro of 180 da (Section 6.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance I EsGil Corporation In Partnership with Government for Builiiing Safety DATE: April 14,2003 0 APPLICANT J U RI SDl CTl 0 N : Carlsbad PLAN CHECK NO.: 01-3777(PCR03063) SET: I WJURIS. 0 PLAN REVIEWER 0 FILE PROJECT ADDRESS: 1935 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 8) w 0 0 0 0 0 0 (XI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. PLEASE SEE REMARKS ELOW. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. ‘Person contacted: Telephone #: Date contacted: (by: ) Fax #: REMARKS: Truss layout must be approved and signed by the Architect or Engineer of record for this project. Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 4/7/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 Carlsbad 0 1-3777(PCR03063) April 14,2003 ' VALUATION AND PLAN CHECK FEE Air Conditioning Fire Sprinklers TOTAL VALUE Junsdiction Code JURISDICTION: Carlsbad 3777( PCRO3063) cb By Ordinance PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: April 14,2003 BUILDING ADDRESS: 1935 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Typeof Review: 0 Complete Review Structural Only c] Repetitive Fee El Repeats 0 Other Hourly I 11 Hour* Esgil Plan Review Fee Based on hourly rate Comments: Sheet I of 1 macvalue.doc I. TJ Product Package For The Forum at Carlsbad - Building #8 Carlsbad, CA (Our Job # SC02E02064) March 26, 2003 Reference Documents: If you have questions, please call the following: Your Trus Joist Representative: ment: Paul Goldstein 949-6 16- 1600 Or our Engineering Depar Steve Bennett (800) 827-8526 x 252 Vh'kTSlNAS CCrNSTRUCTir3N co. Reviewed By: Date: Job Name & No. Spec. Section IMPORTANT (Please Read anc Our engineering responsibility IS Sign Below) Approve and return this package as soon as possible, trusses will not be fabricated and deli-8 until approval is received. All materials shall be furnished by others unless specifically noted by TJ herein. Truss bearings, bracing, bridging, pre-notched plate, etc., must be properly installed as erection proceeds. USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. I warrant that this Trus Joist Product Package has been provided to the contractoriinstaller and responsible design professional and that it has been verified and/or corrected for accuracy of loading information, consistency with building design, quantities and dimensions. 1 also agree that erection of the materials is the sole responsibility of the installer. Check One: (For Revise & Resubmit. note corrections and return without Signature) 0 Approved, no change Purchaser Date 0 Approved, as corrected BY Title Trus Joist, a Weyerhaeuser Business 27042 Towne Centre Drive, Suite #200 Foothill Ranch, CA 92610 .Ph: (949)-616-1600 Fax: (949)-616-1616 SCO2E02064 The Forum at Ciir1sb;id Job Address Job City. State Zip Engineering Office : Orange Sales Representative : Goldstein, Paul Job Coordinator : Bennett, Steve Designer : Bennett, Steve Draftsman Revision Number : 52 : 1935 BALLE BARCELLONA tp : Carlsbad, CA 92009 13146 22 M TJIIL65 11 875" 11'-0" 13146 I 57 , M1 TJIlL65 1 11 875" 2 1'-6" TJI/L65 14" 1 21'-0" -__ _________ _________ -~___________--___ 1 ____ +-_--_---- -____________---__ I Printed By : Anthony Benny Server : TJM0052NT/Orange/TJM Version : 5.9a I 1 1'-0" ' 2420 j 21'-6" i 1,225.5 1,467.5 21'-0" 2.33 1 .O 2,331.0 Release: R5 Plant Number : Status : Engineering Plant : Chino Description : The Forum at Carlsbad - Building #8 SAP# 21600 21608 1 TJI Products - Joists Qty 1 JoistDepth Joist Series Installation 1 Notes 336 11.88 TJIL65 Field Installed 496 14.00 TJIL65 Field Installed SAP# I TJI Products - Web Stiffeners I I Qty Hanger TOP Face Joist I Type Notes I 20331 156 ITT311.88 20332 1 182 ITT314 20472 1 4 MIT311.88-2 20853 I 341 WPI314-2 1 I 1 2- 1 Od 2-N10 H1 2- 1 Od 2-N10 H3 2- 1 Od 2-N10 4-10d 4- 1 Od 4-10d 3-16d SC02E02064 'l'lie Forum at Carlsbad 12:28:14PM 3/26/03 a . 1 TJL Products - Blockiiig Panels I I SAP# 1 Qty Depth 1 Series Length End Blacks ~ Nates 19003 1 20 ~ 11.8750 I TJUL65 19003 IO 11 8750 TJIk65 1 Without End Blocks 21593 90 140000 1 TJIIL65 Without End Blocks 1 21593 30 140000 1 TJIIL65 ~ iz iii: 1 Without End Blocks 2 1097 21 100 2 1096 Miscellaneoiis Hardware SAP# , Qty Description 1 Notes I 29 Ibs. I lOd(lOdx3)Nail 3 Ibs. ;16d(16dx3.5)Nail 7 Ibs. i NIO(10dx1.5)Nail Any Products - Plywood Edge Blocking ' SAP# Qty 1 Size Length ' 2-Clips Notes -1 490 1 5x3 5 TS 29.2500 Both Ends -1 , 214 32.0000 One End 1 CONSTRUCTION c SC02132064 The Forum at Carlsbad 12:28:14PM 3/26/03 3 r - - z I- ;< E @-IF- .- I- I II - I II II Ir - Type "M" Load Case #1 &?.@ki3@t* .\Uwerha,uxr Bums TJ Bearn(TM) 6 06 Serial Number 70021 12237 Page 1 Engine Version 1 6 44 Liser 4 3/26/2003 9 35 42 AM ' 11 718" TJlWL65 @ 32" 01c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED c. 21' 6" b All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 YO duration, 15.0 Dead Vertical Loads: TY Pe Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 178 5' 1600# Mech. Unit over 9 points Uniform(psf) Roof(1.25) 0.0 15.0 0 To 5' Replaces No LL Under Mech. Unit SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotal Depth Top Mount Hanger None 1 Glularn or solid sawn lumber beam 2.50" Hanger 336 I568 / 0 / 904 1 14.01" N/A 2 Glulam or solid sawn lumber beam 2.50" Hanger 544 / 471 / 0 / 1015 1 14.01" N/A Top Mount Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements HANGERS: Simpson Stronq-TieB Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood 1 @ Top Mount Hanger ITT311.88 -.49/12 0 N/A No 0 Douglas Fir 2 Top Mount Hanger ITT311.88 -.49/12 0 N/A No 0 Douglas Fir Flanges Offset Slope Species -Nailing for Support 1 : Face: 2-( 04 , Top 4- I (3 , Member: 2-N10 -Nailing for Support 2: Face: 2-104 , Top 4-10 f , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -996 -996 2406 Passed (41%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 996 996 2406 Passed (41%) Bearing 2 under Roof loading Moment (Ft-Lbs) 5309 5309 7825 Passed (68%) MID Span 1 under Roof loading Live Load Defl (in) 0.497 1.055 Passed (L/510) MID Span 1 under Roof loading Total Load Defl (in) 1.009 1.407 Passed (L/251) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/240,TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: The Forum at Carlsbad Building 8 Roof Carlsbad, CA SC02EO2064 Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJIa and TJ-Beamm are registered trademarks of Trus Joist. e-I Joist",Pro'* and TJ-Pro'" are trademarks of Trus Joist. Simpson Strong-Tie" Connectors is a registered trademark of Simpson Strong-Tie Company. Inc G:\TJCRDD\JOB\SC02EO2O64\Desi~ns\Sizin~\PavBldg~\T~eMLl.s~5 4 Type "M" Load Case #I +?.@M$it& A \KyxhncuEr Uutn.zsr TJ-Beam(TM) 6 06 Serial Number 70021 12237 user 4 3!26/2003 9 35 42 AM ' 11 718" TJ181L65 @ 32" olc - Page 2 Eng ne Version 1 6 44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ) Allowable product values shown are in accordance with current TJ materials and code accepted design values TJ Engineering has verified the analysis The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above -(Minimum cut length) = (Overall horizontal length) x 1 007 + 112" PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS ; .ob Name R No I_ PROJECT INFORMATION: The Forum at Carlsbad Building 8 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJI" and TJ-Beam" are registered trademarks of Trus Joist e-I Joist",pro" and TJ-Pro'" are trademarks of Trus Joist. Simpson Strong-TieQ Connectors is a registered trademark of Slmpson Strong-Tie Company, InC G:\TJCRDD\JOB\SCO2EO2064\Designs\Sizing\PavBldg8\TypeML1.sms 6 Type "M" Load Case #2 TJ-@eam(Thl) 6 06 Serial Number 7002: 12237 user 4 312612003 9 38 05 AM 11 718" TJI@/L65, 2 plies @ 32" o/c - Page 1 Engine Vernon 1 6 44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 11' 8" 1 Y All dimensions 31-e honzont3l. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(l.25) 116 87 4' 4" Head-out for Roof Hatch Point(lbs) Roof( 1.25) 380 348 7' 4" Head-out for Roof Hatch Uniform(p1f) Roof( 1.25) 0.0 28.0 4' To 11' 8" Adds To Tower Parallel End SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotal Depth 1 Glulam or solid sawn lumber beam 2.50" Hanger 524 / 486 / 0 / 1009 1 14.01" N/A Top Mount Hanger None 2 Glulam or solid sawn lumber beam 2.50" Hanger 594 I631 / 0 / 1226 1 14.01" N/A Top Mount Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Stronq-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger MIT311.88-2 -.49/12 0 N/A 2 I@ Top Mount Hanger MIT311.88-2 -.49/12 0 N/A -Nailing for Support 1: Face: 2-N10 , Top 4-N10 , Member: 2-N10 -Nailing for Support 2: Face: 2-N10 , Top 4-N10 , Member: 2-N10 DESIGN CONTROLS: Shear (Ibs) -1 200 -1200 4812 Passed (25%) Vertical Reaction (Ibs) 1200 1200 4812 Passed (25%) Moment (Ft-Lbs) 3919 3919 15650 Passed (25%) Live Load Defl (in) 0.061 0.563 Passed (L/999+) Total Load Defl (in) 0.121 0.751 Passed (Ll999+) Maximum Design Control Control -Deflection Criteria: MINIMUM(LL:L/240,TL:L/180). No 0 Douglas Fir No 0 Douglas Fir Location Rt. end Span 1 under Roof loading Bearing 2 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 11" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: OPERATOR INFORMATION: The Forum at Carlsbad Building 8 Roof Trus Joist Carlsbad, CA SC02E02064 Suite 200 Steve Bennett 27042 Towne Centre Drive Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com cvie?wod Dy: Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJIa and TJ-Beam" are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro'* are trademarks of Trus Joist Simpson Strong-Tie' Connectors is a registered trademark o€ Simpson Strong-Tie Company, Inc. G:\TJCADD\JOB\SC~~EO~O~~\D~~~~~S\S~~~~~\P~VB~~~~\T~~ML~.~~~ 3 Type "N" Load Case #1 TJ-Beam(TM) 6 06 Serial Number 70921 :2237 Page 1 Engine Version ' 6 44 User 4 312612003 9 42 10 AM ' 14" TJl@/L65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED L d All dimensians are horizontal. ProtJuct Cr1agram IS Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Roof(1.25) 72.0 161.0 6'6" Tower Wall Perpendicular SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotal Depth 1 Glulam or solid sawn lumber beam 2.50" Hanger 71 0 / 734 IO / 1444 1 14.01" NIA Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.50" Hanger 637 1563 / 0 / 1200 1 14.01" NIA Top Mount Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANG E RS : Si m D son S t ron q -Ti e8 Con nect ors support Model Slope Skew Reverse Top Flange Top Flange Support Wood 1 Top Mount Hanger ITT314 ' -.49112 0 N/A No 0 Douglas Fir 2 @ Top Mount Hanger ITT314 -.49112 0 NIA No 0 Douglas Fir Flanges Offset Slope Species -Nailing for Support 1: Face: 2-10d , Top 4-10d1 Member: 2-N10 -Nailing for Support 2: Face: 2-10d , Top 4-10d , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1425 1425 2656 Passed (54%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1425 1425 2656 Passed (54%) Bearing 1 under Roof loading Moment (Ft-Lbs) 7366 7366 9569 Passed (77%) MID Span 1 under Roof loading Live Load Defl (in) 0.479 1.059 Passed (L/530) MID Span 1 under Roof loading Total Load Defl (in) 0.965 1.412 Passed (L/263) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/240,TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Building 8 Roof Carlsbad, CA SC02E02064 YRATSIMAS CONSTRUCTION co. Reviewed By: 1 OPERATOR INFORMATION: Steve Bennett Trus Joist Date: Job Name R Nc. _----- 27042 Towne Centre Drive spec. section-_- Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright ' 2003 by Trus Joist. a veyerhaeuser Business TJIa and TJ-Beam- are registered trademarks of Trus Joist e-I Joist",Pro" and TJ-Pro" are trademarks of Trus Joist. Simpson Strong-Tie, Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SC02EO2064\Designs\S~zinq\PavBldq~\T~eNLl.sms Type "N" Load Case #2 *T-liw A'iYivcrhaiusr Ruil:w TJ-Etam(TM) 6 06 Serial Number 7C02112237 Page 1 Engine Version 1 6 43 I!ser 4 3/26/2003 9 17 09 AM * 14" TJlWL65, 2 plies @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DES J CONTROLS FOR THE APPLICATION AND LOADS LISTED blember Slope: -.4 12 Roof Slope-.19>12 G 4 1 :m L 21' C" c A I I dim en 8 io t? s 3 re R ori zont~ I. Producj Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Roof( 1.25) 0.0 44.0 0 To 8' Adds To Tower Wall Parallel Mid Point(plf) Roof(1 25) 48.0 86.0 6' Tower Wall Perpendicular Point(lbs) Roof(1.25) 187 140 6' 11" Head-out for Roof Hatch Point(plf) Roof(1.25) 296.0 222.0 9' 11" Head-out for Roof Hatch Point(plf) Wind(1.33) 24.0 0.0 7' Parapet Brace SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotal Depth 1 Glulam or solid sawn lumber beam 2.50" Hanger 1245 / 1304 I 0 / 2549 1 14.01" NIA Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.50 Hanger 1047 I877 IO / 1924 1 14.01" NIA Top Mount Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOfST INSTALLATION INFORMATION for nailing requirements HANGERS: Simpson Stronq-Tie@ Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood 1 Top Mount Hanger WP1314-2. -.49/12 0 N/A No 0 Douglas Fir 2 @ Top Mount Hanger WP1314-2. -.49/12 0 NIA No 0 Douglas Fir Flanges Offset Slope Species -Nailing for Support 1: Face: NIA, Top 3-16d , Member: 2-N10 -Nailing for Support 2: Face: NIA, Top 3-166 , Member: 2-N10 PROJECT INFORMATION: The Forum at Carlsbad Building 8 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trds Joist, a Weyerhaeuser Business TJIC and TJ-Beam3 are registered trademarks of Trus Joist. e-I Joist",PrO'" and TJ-Pro'" are trademarks of Trus Joist. Simpson Strong-TieD Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. G:\TJCADD\JOB\SCO2EOZO64\Designs\Sizing\PavBldg~\~eNLZ.sms Type "N" Load Case #2 .T-j3@ .i \Sr?.:;hxuilr Burmc~s TJ-Eeam(TMj 6 06 Serial Number 70021 12237 Page 2 Eigine Version 1 6 44 User 4 3/26!2003 9 47 09 AM * 14" TJ18lL65, 2 plies @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 2521 2499 5312 Passed (47%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 2499 2499 5312 Passed (47%) Bearing 1 under Roof loading Moment (Ft-Lhs) 15602 15484 19137 Passed (81%) MID Span 1 under Roof loading Live Load Defl (in) 0.497 1.059 Passed (Li511) MID Span 1 under Wind loading Total Load Defl (in) 0.941 1.412 Passed (Li270) MID Span 1 under Wind loading -Deflection Criteria: MINIMUM(LL.L/240,TL:L/l80). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 10" O/C unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. -(Minimum cut length) = (Overall horizontal length) x 1.001 + 9/16" PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum at Carlsbad Building 8 Roof Carlsbad, CA SC02E02064 :QATSINAS CONSTRUCTION CO. I : Joviewod By: J ;ate: t .lob Name 8 No. OQC. Section < I- OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJIe and TJ-Beam? are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro'" are trademarks of Trus Joist. Simpson Strong-Tiem Connectors is a registered trademark of Simpson Strong-Tie Company. Inc G:\TJC~D\JOB\SCO2E~2064\Designs\Sizing\PavBldq~\T~eNL2 sms 1 1-20-2003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: JJ & K BUILDERS City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03171 1935 CALLE BARCELONA CBAD PCR Status: ISSUED Lot#: 0 Applied: 08/15/2003 $0.00 Construction Type: NEW Entered By: CB CBOI 3777 Plan Approved: 11/20/2003 Issued: 11/20/2003 FORUM BLDG 8-SHEET A3, A4 COLUMS,AWNINGS,TOWER SOFFITS&REVEAL Inspect Area: SUITE # C 2050 WILSON AVE 91950 61 9-477-1 359 Owner: Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 9236 11120/03 0002 01 02 CGP 120.00 I FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT PLAN CHECK NO EST. VAL. Plan Ck. Deposit -- issuance. also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he IS exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit Subjects the applicant to a civil penalty of not more than five hundred dollars 155001). Name Address city Statelzip Telephone # State License # License Class City Business License # Designer Name Address city Statelzip Telephone 0 of the work for which this permit is issued. [7 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date [THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$IO01 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to sacura workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's faes. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure IS not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees. provided that such improvements are not intended or offered for sale. If, however, the building or improvement IS sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. of work): I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement 0 YES UNO I (have / have not! signad 3n appkaticn for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work Indicated (include name / address I phone number /type Business and Professions Code for this reason: PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. YES 0 NO 0 YES I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S ADDRESS LENDERS NAME I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citv of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permi authorized by such permit is at any time aftv the work is ion and become null and void if the building or work uthorized by such permit is suspended or abandoned APPLICANT'S ;NATURE DATE EsGil Corporation In Partnenfiip with Government for (Building safety DATE: August 27,2003 JURI SDl CTl ON: Carlsbad PLAN CHECK NO.: 01-3777(PCR03171) PROJECT ADDRESS: 1935 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 8) SET: I 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. PLEASE S€€ REMARKS BELOW. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant Corporation until corrected plans are submitted for recheck. contact person. u The applicant‘s copy of the check list has been sent to: 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Revision4 includes minor changes per Architect’s letter dated August 12, 2003. Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ PC 811 9/03 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 Carlsbad 01-3777(PCR03 171) August 27,2003 VALUATION AND PLAN CHECK FEE J URI SDl CTl ON : Carlsbad 3777(PCR03 17 1) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: August 27,2003 BUILDING ADDRESS: 1935 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N I I I I Jurisdiction Code lcb By Ordinance Bldg. Permit Fee by Ordinance I ____- I Plan Check Fee by Ordinance rl Type of Review: 0 Complete Review 0 Structural Only Fee Repeats 0 Other ,-,- Hourly 1 11 Hour* J - Esgil Plan Review Fee I $120.001 I $96.00 I ' Based on hourly rate Comments: Revision 4 includes minor changes per letter dated August 12, 2003. Sheet 1 of 1 rnacvalue.doc 5465 Morehouse Dr Suite165 San Diepo California 92121 858.552.8424 FA% 552.8429 - __- -~ Architects inc Herbert Nadel, Architecl, FAlA Architecture Planning Interiors Mike Peterson City of Carlsbad 1635 Faraday Avenue Carlsbad. CA 92008 August 12,2003 Re: The Pavilion at La Costa Carlsbad, California NADEL #: 01 188.00 Dear Mike: The following is a description of changes as a result of our effort to improve the quality of the project. They include finish changes, fenestration adjustments, and the addition of decorative lights. BUILDING 2 ARCHITECTURAL Sheet A4.1 1. Replace Adoquin stone veneer with travertine marble. Sheet A5 1. Detail 9: Replace concrete curb with same stone as decorative columns. BUILDING 3 ARCHITECTURAL Sheet A4.1 1. Replace Adoquin stone veneer with travertine marble. Sheet A4.2 1. Replace Adoquin stone veneer with travertine marble. Sheet A5.3 1. Detail 15: Replace concrete curb with same stone as decorative columns. .. ecorarive tghtmg. Mike Peterson CITY OF CARLSBAD August 12,2003 NADEL #: 01 188.00 Page 2 of 3 BUILDING 4 ARCHITECTURAL Sheet A4.2 1. Replace Adoquin stone veneer with travertine marble. Sheet A53 1. Detail 8: Replace concrete curb with same stone as decorative columns. BUlLDlNG 5 ARCHITECTURAL Sheet Al. 1 1. Note detail reference for decorative stone column base detail. Sheet A22 1. Revise architecture at Grid Lines 7 & 8 and D & E, remove metal awnings from tower. Sheet A3.2 1. Detail 2 added: pre-fabricated stone column base at hardscape. Sheet A4.1 1. Revise elevation at Grid Lines D & E, remove metal awnings from tower. - 2. Replace Adoquin stone veneer with Travertine. Sheet A52 1. Remove Detail 7 - Metal Awning. - \ .I Mike Peterson CITY OF CARLSBAD August 12,2003 NADEL #: 01 188.00 Page 3 of 3 BUILDING 8 ARCHITECTURAL Sheet A3 1. Detail 2: Replace concrete curb with same stone as decorative columns. 2. 3. Revise northeast tower, increasing the dimension of the metal awning. Revise soffit at northeast tower. Sheet A4 1. 2. 3. 4. Replace Adoquin stone veneer with travertine marble. Revise metal awning, dimensions, and finish material notes. Replace spandrel glass with plaster and 2" reveal pattern. Revise soffits at northwest tower. If there is any further information required for the review and approval of these adjustments, please do not hesitate to call me. Very truly yours, NADEL ARCHITECTS INC. Steven Kohn, AIA Associate PLANNING/ENGINEERlNG APPROVALS PERMIT NUMBER CB 0.347 I DATE ADDRESS RESIDENTIAL TENANT IMPROVEMENT d RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (<$10,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE DATE Dccs/Mistorrm/Planning Engineering Approvals Carlsbad Fire Department 03171 1635 Faraday Ave. Fire Prevention ’ Carlsbad, CA 92008 (760) 602-4660 /?I Plan Review Requirements Category; Building Plan Date of Report: 08/18/2003 Reviewed by: (9KinM Name: Nadel Architects Address: City, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 Plan Checker: Job #: 03171 Job Name: The Forum Bldg. 8 Bldg #: PCR03171 Job Address: 1935 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FDJob# 03171 FD File $# 09-05-2003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03169 1935 CALLE BARCELONA CBAD PCR Status: ISSUED $0.00 Construction Type: NEW Entered By: SB Lot#: 0 Applied: 0811 512003 CBOI-3777 Plan Approved: 09/02/2003 Issued: 09/05/2003 THE FOURM BLDG 8 REV TO ELEC Inspect Area: Applicant: VRATSINAS CONSTRUCTION COMPANY P 0 BOX 2558 LITTLE ROCK, AR 72203-2558 501 -376-001 7 Owner: Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 34?1 (w/05/03 OOO2 01 02 CGP 120 00 FOR OFFICE USE ONLY 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work [include name I address / phone I will provide aome of tho work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type I program under Sections 25505, 25533 or 25634 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO EST. VAL. PERMIT APPLICATION Phase No. Total # of units (Sic. 7031.6 Businear and Professions Code: Any City or County which requires a permit to construct, elter, improve, demolish or repair any structure, prior to ita issuance, oleo requires the applicant for such permit to file a signed statement that ha is licensed pursuant to the provisions of the Contractor's License Law [Cheptw 9, commending with Section 7000 of Division 3 of the Business and' Professions Codel or that he is exempt therefrom, end the basis for the alleged exemption. Any violation of Section 7031.5 by sny applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 195001). Name Address City Statelzip Tetephone U State License t License Class City Business License t Designer Name Address ' City Statelzip Telephone State License t 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of Celifornia. WARNING: Fdlwm to secun wodcm' compmratlon coverage la unlawful. end shdl subject an employer to criminal pmaltiea and civil flnes up to one hundred thowand doks 0100,0001. In addltlon to the coat of compensation. dameges u provided for In Section 3708 of the Labor code, interest and attorney's fees. I heve and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, IS required by Section 3700 of the Labor Code, for the performance of the work for which this permit is I hereby affirm that I em exempt from the Contractor's License Law for the following reason: 0 1, as owner of the property or my employees with wages as their sole compensation. will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Profeseions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will heve the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property. am exclusively contrscting with licensed contractors to construct the proiect (Sec. 7044, Business and Professions Code: The Contrector's License Law does not epply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuent to the Contractor's License Law). 0 1. 2. 3. I I I am exempt under Section I personally plan to provide the major labor and meteriels for construction of the proposed property improvement. 0 YES I (have I have not) signed an application for a building permit for the proposed work. I have contrected with the following person Ifirm) to provide the proposed constructlon (include name I address / phone number / contractors license number): Business end Professions Code for this reason: ON0 I LENDER'S NAME LENDER'S ADDRESS I certify that I heve read the application end state that the above information is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hareby authorize representatives of the Cit). of Carlsbad to enter upon the above mentioned property for inspectlon purposes. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANV WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Mficial under the provisions of this Code shaii expire by limitation and become null and void if the building or work authorized by such permit is not cfqnmenced witljln 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tin Jter the work Is com .4 Uniform Building Code). APPLICA I SiGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance _- DATE: 8/27/2003 J U Rl SDl CTl ON: Carlsbad EsGil Corporation In Partnership wid Government far c8uiliiing safety 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 01-3777 REV 3 PCRO3169 SET: I PROJECT ADDRESS: 1935 Calle Barcelona Bldg 8 PROJECT - NAME: Bldg 8 Exterior Lighting x The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: x Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Mail Telephone Fax In Person REMARKS: Fax #: By: Eric Jensen Enclosures: Esgil Corporation GA 0 MB 0 EJ 0 PC 811 9 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 Carlsbad 02-3777 REV 3 PCR03169 ’ 8/ 27/ 2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PCRO3169 PLAN CHECK NO.: 01-3777 REV 3 PREPARED BY: Eric Jensen DATE: 8/27/2003 BUILDING ADDRESS: 1935 Calle Barcelona Bldg 8 B U I LD I N G OCC U PAN CY: TYPE OF CONSTRUCTION: Jurisdiction Code Icb By Ordinance I 1994 UBC Building Permit Fee V I 1994 UBC Plan Check Fee 4 I $120.00( Type of Review: 0 Complete Review 0 Structural Only 0 Repetitive Fee Re peat s 0 Other Hourly I 11 Hour* Esgil Plan Review Fee * Based on hourly rate Comments: -- Sheet I of I macvalue.doc Carlsbad Fire Department 03169 '1635 Faraday Ave. Carlsbad, CA.92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category; Building Plan Date of Report: 08/18/2003 Reviewed by: Name: Nadel Architects Address: 5465 Morehouse Drive Suite 165 City, State: San Diego CA 92121 Plan Checker: Job#: 03169 Job Name: The Forum Bldg. 8 Bldq #: PCR03169 Job Address: 1935 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 03169 FD File #