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Home My WebLink About1915 CALLE BARCELONA; BLDG 2; CB013776; Permita . e 8 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 02-1 1 -2004 Commercial/lndustriaI Permit Permit NO: CBO13776 Job Address: Permit Type: COMMIND Sub Type: COMM Parcel No: Lot #: 0 Status: ISSUED Valuation: $829,595.00 Construction Type: NEW Applied: 12/07/2001 Occupancy Group: Reference #: Entered By: MDP Project Title: THE PAVILION AT LA COSTA Plan Approved: 01/24/2003 17,502 SF RETAIL STORE, BLDG #2 Issued: 01/24/2003 191 5 CALLE BARCELONA CBAD Inspect Area: PS Plan Check#: Applicant: Owner: NADEL ARCHITECTS STE 165 5465 MOREHOUSE DR 92121 858 552-8424 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Addl Pot. Water Con. Fee Recl. Water Con. Fee $2,639.86 $0.00 $1,715.91 $0.00 $0.00 $174.21 $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 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $35,354.00 $1 5,098.63 $0.00 $0.00 $0.00 $30,625.00 $0.00 $70.00 $31 0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $85,987.61 Total Fees: $85,987.61 Total Payments To Date: $85,987.61 Balance Due: $0.00 review, set aside, void, or annul their imposition. - PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 FrAad?yp., Carlsbad CA 92008 Validated By MOf3 11 lZl?!d Address (include Bldg/Suite #) Leaal DescriDtion Lol No. Subdivision NaMumber Unit No. Phase No. Total W of units Business Name (at this address) VL CGP d 1644 66 Description of Work # of stories # of B'edraoms 1 of Bathrooms x rr *,,, &j$j (Sec. 7031.5 Business and Professions Code: Any Cii or County which requires a pennit 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 pmvSons 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 fwe hundred dollars [tsWD. Name Address Ci StatelZip Telephone # State License # License Class Ci Business License X Designer Name Address ci StateZip Telephone # State License # Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the folbwing declarations: .. 0 for which this permit is issued. 0 worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLmD IF THE PERMIT IS FOR ONE HUNDRED WWRS [$lOO] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which thh permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Law of California. WARNING: Fallun to sacurn workers' conp.nsatlon cowage b unlawful. and shall subjoct an empkyar to crldnal penaltk and clll fines up to one hundred thousand dollars(S1 OO.OOO), In addltlon to the cost ol compenrrtlon, dannga are provided for In Section 3706 of the Labor Cod.. lntemst and attorney's fees. 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 of the work I have and AI maintain wodcer's compensation. as required by Sedbn 3700 of the labor Code, for the performance of the work for which ths permit is issued. My SIGNATURE DATE .>m I he p 0 I, as owner of the property 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. 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 ow empbyees. provided that such improvements are not intended or offered for sab. If, however, the building or improvement is sold within one year of mmpletion, the ower-buikler will have the burden of pmving that he did not build or improve for the purpose of sale). )8: I, as ower of the property, am exdusively contrading with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contrador's License Law does not apply to an owner of property who builds or impmves thereon, and contra& for such projects with contractor(s) licensed pursuant to the Contrador's License Law). 0 1. 2. 3. 4. 5. I am exempt under Sedion I personally plan to provide the major labor and materials for construction of the proposed property impmvement. 0 YES >4 NO I (haveIhave not) signed an application for a building permit for the proposed work. I have contracted with the folkwing person (firm) to pmvide the proposed construction (indude name I address I phone number I wntradors license number): I plan to provide portions of the work, but I Iontractors license number): I will provide some of the work~~ntraC~(hire?,?,~fofwang persons to pmvide the work indicated (indude name I address I phonepumberi type of work): Business and Professions Code for this reason: mn to coordinate, supervise and provide the major work (include name / address I phone number I a, /- / PROPERTY OWNER SIGNATURE ' DATE yz/.6 , pq v \ \ v P~RMIT, APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505,25533 or 25534 of the Predey-Tanner Hazardous Substance Account Ad? 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 district7 Is the facility to be constructed within 1.OOO feet of the outer boundary of a school site? 0 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. 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). LENDERS NAME LENDERS ADDRESS 0 YES 0 NO %4 I certfy that I have read the application and state that the above information is correct and that the informatiin on the plans is accurate. I agree to comply with al City ordinances and State lews relatii to building construction. I hereby authorize representatiives of the Cii of Ca&bad to enter upon the above mentioned propelty for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE cm OF CARLSBAD AGAINST ALL LwsiunEs, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permil is required for excavations of 5'0" deep and demolition or construdion of strudures over 3 stories in height. EXPIRATION: Every permil issued hy the building Oftidal under the provisions of this Code shall expire by limitation and become null and void 1 the building or work authorized by such permit is nd commenced within I80 days from the date of such permit or I the building or WMk authorized by such pennit is suspended or abandoned at any time after the work is commenced for a periad of 1800s (Section 106.f.4 Uniform Building Code). fl APPLICANTS SIGNATURE DATE ? City of CarlsBaQ Final Building Inspection Dept: Building E-ng Planning CMWD St Lite Fire 1 1 NOV - 4 2003 I I Plan Check It: . Permit #: CBOl3776 Project Name: THE PAVILION AT LA COSTA 17,502 SF RETAIL STORE, BLDG #2 Address: 191 5 CALLE BARCELONA Lot: 0 Contact Person: Phone: Sewer Disk Water Dist: Date Q? Inspected: 4/Qdd3 Approved: v' Disapproved: Inspected By: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: ...................................................... ..................................................................................................... 1.....1...1.............111.1.....1...............................,.,..............................,...,.....*,..*.....*....*................*.................~ CRY @f Garbbad Final Building Inspection Dept: Building Engineering Planning CMWD St Lite Plan Check #: Permit #: Project Name: Address: Contact Person: Sewer Dist: ‘26013776 THE PAVILION AT LA COSTA 17,502 SF RETAIL STORE, BLDG #2 191 5 CALLE BARCELONA Lot: Phone: Water Dist: Date: Permit Type: Sub Type: 0 1 1/03/2003 COMMIND COMM .......................................................................................................................................................... / Inspected By: # Inspected: Date ‘h3 Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: Comments: ........................................................................................................................................................... Inspection List Permit#: CBO13776 Type: COMMIND COMM THE PAVILION AT LA COSTA 17,502 SF RETAIL STORE, BLDG #2 Date Inspection Item Inspector Act Comments 0211 0/2004 89 0211 012004 89 10/24/2003 39 1011 0/2003 1 1 07/23/2003 17 07/22/2003 11 07/22/2003 17 0711 712003 16 0711 612003 14 0711 612003 18 0711 1 12003 17 07/01/2003 13 06/26/2003 13 06/26/2003 15 06/25/2003 13 06/24/2003 13 06/23/2003 15 0611 0/2003 14 05/20/2003 12 0511 612003 1 1 0511 512003 61 05/12/2003 21 05/08/2003 11 Final Combo Final Combo Final Electrical Ftg/Foundation/Piers Interior Lath/Drywall FtgIFoundationlPiers Interior LathIDrywall Insulation FramelSteeVBoltingMIeldin Exterior Lath/Drywall Interior LathIDrywall Shear PanelsIHDs Shear PaneWHDs RoofIReroof Shear PanelsIHD's Shear PanelsIHDs RoofIReroof Frame/SteeI/BoltingMIeldin SteelIBond Beam FtgIFoundationlPiers Footing UndergroundIUnder Floor Ftg/Foundation/Piers PS AP RI PS AP PS AP PS AP PS AP PS NR PS AP PS AP PS AP PS AP PS AP PS AP PS wc PS PA PS co PS AP PS PA TP AP PS AP PS co PS AP PS AP OR 479-0570 HOUSE PANEL EMR ELEC RM INSIDE ELEC RM BEHIND SWITCH GEAR BEHIND POP OUTS ALL BUT POP OUTS MANY FLAT ONLY LEGER DETAIL S.O.G. EXT PRIM FTG NOT PER STRUT. PLANS ALL PAD FTG Wednesday, February 11,2004 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 02/10/2004 Permit# CBOl3776 Title: THE PAVILION AT LA COSTA Description: 17,502 SF RETAIL STORE, BLDG #2 Type: COMMIND Sub Type: COMM Job Address: Location: 191 5 CALLE BARCELONA Suite: Lot 0 APPLICANT NADEL ARCHITECTS Owner: Remarks: OR 479-0570 Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspector Assignment: PS Phone: 9097223766 Inspector: e Inspector: (7.7 , I Requested By: JEFF Entered By: CHRISTINE Associated PCRs/CVs PCR03048 ISSUED FORUM-BLDG 2-REV FENESTRATION; COLUMNS,ROOF FRAME,ELECTRIC PCR03062 ISSUED THE FOURM BLDG 2 REV TRUSSES; PCR03082 ISSUED FORUM-REV UNDERGROUND WASTE; & WATER SERVICE-BLDG 2 PCR03116 ISSUED THE FORUM; CONCRETE STRENGTH PCR03164 ISSUED THE FOURM BLDG 2 REV ELEC; PCR03172 ISSUED FORUM BLDG 2-SHEETS A4.1,A5; VENEER &CURB TO COLUMNS Inspection History Date Description Act lnsp Comments 10/24/2003 39 Final Electrical AP PS HOUSEPANELEMR 10/10/2003 1 1 Ftg/Foundation/Piers AP PS 07/23/2003 17 Interior Lath/Drywall AP PS ELECRM 07/22/2003 1 1 Ftg/Foundation/Piers AP PS 07/22/2003 17 Interior Lath/Drywall NR PS 07/17/2003 16 Insulation AP PS INSIDEELECRM 07/16/2003 14 FramelSteeWBoItingNVelding AP PS 07/16/2003 18 Exterior LaWDrywall AP PS 07/11/2003 17 Interior Latmrywall AP PS BEHIND SWITCH GEAR 07/01/2003 13 Shear Panels/HD's AP PS 06/26/2003 13 Shear PanelslHD's AP PS BEHINDPOPOUTS City of Carlsbad Bldg Inspection Request For: 10/24/2003 Permit# CBOl3776 Title: THE PAVILION AT LA COSTA Description: 17,502 SF RETAIL STORE, BLDG #2 Type: COMMIND Sub Type: COMM Job Address: 1915 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: inspector Assignment: PS Phone: 7604790570 Inspector: Tr Total Time: Requested By: BONNIE CD Description 39 Final Electrical Entered By: CHRISTINE Act Comment Associated PCRs/CVs PCR03048 ISSUED FORUM-BLDG 2-REV FENESTRATION; COLUMNS,ROOF FRAME,ELECTRIC PCR03062 ISSUED THE FOURM BLDG 2 REV TRUSSES; PCR03082 ISSUED FORUM-REV UNDERGROUND WASTE; & WATER SERVICE-BLDG 2 PCRO3116 ISSUED THE FORUM; CONCRETE STRENGTH PCR03164 ISSUED THE FOURM BLDG 2 REV ELEC; PCR03172 PENDING FORUM BLDG 2-SHEETS A4.1,A5; VENEER &CURB TO COLUMNS Inspection Historv Date Description Act lnsp Comments 10/10/2003 11 Ftg/Foundation/Piers AP PS 07/23/2003 17 Interior LatWDrywall AP PS ELECRM 07/22/2003 1 1 Ftg/Foundation/Piers AP PS 07/22/2003 17 Interior LaWDtywall NR PS 07/17/2003 16 Insulation AP PS INSIDEELECRM 07/16/2003 14 Frame/Steel/BoltingiWelding AP PS 07/16/2003 18 Exterior LatWDtywall AP PS 07/11/2003 17 Interior LatWDrywall AP PS BEHIND SWITCH GEAR 07/01/2003 13 Shear Panels/HD's AP PS 06/26/2003 13 Shear Panels/HDs AP PS BEHINDPOPOUTS 06/26/2003 15 Roof/Reroof wc PS 06/25/2003 13 Shear PaneWHDs PA PS ALLBUTPOPOUTS 06/24/2003 13 Shear PanelslHD's CO PS MANY 06/23/2003 15 RooWReroof AP PS FLATONLY 06/10/2003 14 FramelSteellBoltingiWelding PA PS LEGER DETAIL 05/20/2003 12 SteeWBond Beam AP TP S.O.G. . 1 City of Carlsbad Bldg Inspection Request For: 05/15/2003 Permit# CBO13776 Title: THE PAVILION AT LA COSTA Description: 17,502 SF RETAIL STORE, BLDG #2 Type: COMMIND Sub Type: COMM Job Address: 1915 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Inspector Assignment: PS Phone: 7604790570 Inspector: Qs Total Time: Requested By: V C C CD Description 61 Footing Entered By: CHRISTINE Associated PCRsKVs PCR03048 ISSUED FORUM-BLDG 2-REV FENESTRATION COLUMNS,ROOF FRAME,ELECTRIC PCR03062 ISSUED THE FOURM BLDG 2 REV TRUSSES; PCR03082 ISSUED FORUM-REV UNDERGROUND WASTE; & WATER SERVICE-BLDG 2 Inspection History Date Description Act lnsp Comments 0511 a2003 21 UndergroundUnder Floor AP PS 05/08/2003 11 Ftg/Foundation/Piers AP PS ALLPADFTG c '9 8 City of Carlsbad Bldg Inspection Request For: 05/08/2003 Permit# CB013776 Title: THE PAVILION AT LA COSTA Description: 17,502 SF RETAIL STORE, BLDG #2 Type: COMMIND Sub Type: COMM Job Address: 1915 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Total Time: Inspector Assignment: Phone: 7604790570 Inspector: 73 t Requested By: V C C Entered By: CHRISTINE CD Description Act Comment 11 Ftg/Foundation/Piers Associated PCRsKVs PCR03048 PENDING FORUM-BJDG 2-REV FENESTRATION COLUMNS,ROOF FRAME,ELECTRIC PCR03062 ISSUED THE FOURM BLDG 2 REV TRUSSES; PCR03082 PENDING FORUM-REV UNDERGROUND WASTE; &WATER SERVICE-BLDG 2 InsDection History Date Description Act lnsp Comments ERS & ASSOCIATES Civil Engineering, Inc. PLANNING * ENGINEERING SURVEYING CITY OF CARLSBAD 1635 Faraday Carlsbad, CA 92008-7314 Attention: Mr. Paul Smith City Building Inspector Regarding: The Pavilion at La Costa Rough Grade Certification Reference: Grading and Erosion Control Plans for The Pavilion at La Costa Drawing No. 398-4A Dated 4/22/02 Dear Mr. Smith: I hereby certify that the line and grade for the slab forms of building number 2 have been completed and are in conformance with the grades shown on the approved plans. Very truly yours, MAYERS & ASSOCIATES CIVIL ENGINEERING, INC. &)a 8.Yy Dru J. Mayers, RCE 38474 19 Spectrum Pointc Drive, Suite 609 Lake Forest, CA 92630 - (949) 599-0870 ofice * (949) 599-0880 fax i c 1 . Corporate: San Diegoflmperial County. 2992 E. La Palma Ave., Suite A Anaheim, CA 92806 7313 Carroll Road, Suite G San Diego, CA 92121 Tel: 71 4.632.2999 Fax: 714.632.2974 Tel: 858.537.3999 Fax: 858.537.3990 FIELD REPORT Inland Empire: 14320 Elsworth Street, Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 REPORTING REQUIREMENTS: ICBO FIELD INSPECTION MANUALMTGL SOIL MANUAL - REVIEW PREVIOUS REPORTS AND LISTS IF THERE IS NON-CONFORMING WORK AT THE END OF THE WORK DAY, OR MISSING MTRS. AND RFIS, ETC.. FILL OUT .4ND ATTACH A DEFlCIENCY REPORT WHEN A DEFICIENCY, YOURS OR A PREVIOUS INSPECTOR’S. IS CORRECTED, SO NOTE ON THE ORIGINAL DEFICIENCY REPORT AND SUBMIT A COPY WITH YOUR WEEKS REPORTS. ! . -. C CONTRACTORS EQUIPMENT/ MANPOWER USED: STRUCTURAL NOTES, DETAIL, OR RFIS USEG 3 ?FWORK AS Pj-mCT COMPI FTION: WEATHER CAMPCES TAKEN TEMPERATURE TESTS REWIRED: ‘1 -. SITE TIME START xm- SITE TIME FINISH TRAVEL TIME kp I LUNCH PERIOD I 00 CERTIN THAT I HAVE OFTHE WORK LISTED ABOVE AND THAT THIS WORK COMPLIES WITH TH€ SOIL INVESTIGATION RECOMMENOATIONS. APPLICABLE SECTION OF THE BUILDING CODE. UNLESS OTHERWISE NOTED IN THE DEFICIENCY REPORT CJJa I City I County Cemfition Number Rev: 1197 Office Locations 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 Oiego 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.rntglinc.com Date: October 13, 2003 FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING To: City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad, CA 92008 Project No: 3 115-BO2 LogNo: 3-904 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. PERMITNO: CB 013776 PROJECT ADDRESS: 19 15 Calle Barcelona (Building 2) 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 structurek constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmapship provisions of the Uniform Building Code. Executed on: October 13,2003 The work which we provided Special Inspection consisted of: Reinforced Concrete, Structural Steel Field Welding, Ultrasonic Testing and Dowel's Epoxy Anchorage. A. If the inspection services were provided by an approved material testing laboratory or special inspection agency: TESTING AGENCY: MTGL, Inc. 7313 Carroll Road, Suite G San Diego, CA 92121 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: NAME (PRINT OR TYPE): Eduardo C. Dizon State of California Registration Number: B) If the inspection services were provided by SPECIAL INSPCETOR'S NAME (PRINT OR REGISTATION NUMBER: SIGNATURE: C 57217 an independent TYPE): Expiration Date certified special inspector: NA EXPIRATION DATE: Office 1 ocations Bar Spec Yield Size Mill Heat No. Grade psi 5 Mexico Unidentified A706 69032 6 North Star Unidentified A706 68 182 7 North Star Unidentified A706 75000 Orange County Los Angeles Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 Tensile Elongation psi % in 8" 112903 16.0 104545 14.9 105000 18.0 San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 921 21 Tel: 858.537.3999 Fax: 858.537.3990 Inland Empire 14320 Elsworth Street May 23,2003 Mr. Me1 Kuhnel Thomas Enterprises 3604 Carleton Street San Diego, CA 92 106 Geotechnical Engineering Construction lnspection Materials Testing Project No.: 3 1 15B, E, F02 Permit Nos. CB013776, CB013778, CB013777 Log NO. 3-760 MorenoValleY9 CA 92553 I Respectfully Submitted, Suite C101 Tel: 909.653.4999 n Fax: 909.653.4666 Central Dispatch \r ;ateria s ngineer 800.491.2990 r/ www.mtglinc.com cc: Mayer Associates Civil Engineers Nadel Architects vcc City of Carlsbad - Building Inspection EsGil Corporation Zn PartwrsAip with Government for BuiGfing Safety DATE: April 18,2002 J U RI SDI CTI ON: Carlsbad PLAN CHECK NO.: 01-3776 SET: 111 PROJECT ADDRESS: 1915 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 2) 0 Ixl 0 0 0 IXI 0 Ixl 0 0 FILE 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 #: REMARKS: @All sheets of the two sets of plans must be signed by the California licensed Architect or ngineer. Please include the stamp or seal, license expiration date and the date the Fax In Person Te‘ep ho/3e Mail plans are signed. 2.The City program submitted by the provided with at least 60 shall review and approve €he special inspection documentation to show that the center is zone) around the outside perimeter of the complex. By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 4/9/02 tmsmti.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 EsGil Corooration DATE: February 28,2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3776 dil& SET: I1 0 0 IXI 0 IXI 0 0 0 PLAN REVIEWER Q FILE PROJECT ADDRESS: 1915 Barcelona PROJECT NAME: The Pavilion at La Costa (Building 2) 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 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:>120 I 02 (by: [L ) REMARKS: Telephone #: 858/552-8424 Fax #: (65%) 5sz- 8y29 Mail rlFelephone---- Fax-In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ PC 2/19/02 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 0 1-3776 February 28,2002 RECHECK PLAN CORRECTION LIST J U Rl SDl CTl ON : Carlsbad PLAN CHECK NO.: 01-3776 PROJECT ADDRESS: 1915 Barcelona SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 211 9/02 I I DATE RECHECK COMPLETED: February 28,2002 I/ REVIEWED BY: Abe Doliente I/ 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 01-3776 February 28,2002 1. 3. 4. 22. 23. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustrial 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. 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. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. This will be forwarded to the cify. 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. To have unlimited area, 60 ft yard around the buildings are required. Building 3 is less than 60 ft from the property line. City to approve. Complete and recheck the call-outs and cross references to the details. Refer to sheet A3 of the plans. 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. a Carlsbad 01-3776 February 28,2002 ELECTRICAL, PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen e:* 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”. *:* icould not find either of the above responses on the plans. PLUMBING (1997 UNIFORM PLUMBING CODE), MECHANICAL (1997 UNIFORM MECHANICAL CODE), & ENERGY CONSERVATION 4. 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 comment 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 fist (or a copy) where the corrected items have been addressed on the plans. EsGil Comoration DATE: Dec mb I In Partnership with @vernment for !hiGfiry Safety r 18,2001 J U Rl SDl CTI ON: Carlsbad B’ 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 01-3776 SET: I PROJECT ADDRESS: 1915 Barcelona C\&k PROJECT NAME: The Pavilion at La Costa (Building 2) 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 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: 12-2d44 (by: Gw) Fax #: REMARKS: Telephone #: 858/552-8424 Mail Telephone J Fax In Person By: Abe Doliente Enclosures: Esgil Corporation GA 0 MB EJ 0 PC 12/10/01 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 (858) 560-1468 4 Fax (858) 560-1576 Carlsbad 0 1-3776 December 18,2001 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 01-3776 JURIS DI CTl ON : Carlsbad OCCUPANCY: M USE: Stores TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 17,502 SF ALLOWABLE FLOOR AREA: Unlimited STORIES: 1 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 583 REMARKS: 60 ft around plus sprinklers for unlimited area. DATE PLANS RECEIVED BY JURISDICTION: DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/10/01 DATE INITIAL PLAN REVIEW COMPLETED: December 18,2001 FOREWORD (PLEASE READ): PLAN REVIEWER: Abe Doliente 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 weed UD the recheck process. please note on this list [or a copv) where each correction item has been addressed, Le., plan sheet number, soecification section, etc. Be sure to enclose the marked up list when YOU submit the revised plans. Carlsbad 01-3776 December 18,2001 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. PLANS 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. 2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. 0 REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? SOILS COMPLIANCE PRIOR TO F OU N DATl 0 N I N S PECTl ON X STRUCTURAL CONCRETE X OVER 2500 PSI * FIELD WELDING X OTHER DES I G N E R-SPEC1 F I E D REMARKS 3. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached city form. ' Carlsbad 01-3776 December 18,2001 0 SITE PLAN 4. 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. To have unlimited area, 60 ft yard around the buildings are required. Building 3 is less than 60 ft from the property line. EXITS 5. In areas where the occupant load is at least 500, three exits are required. Section 1004.2..3.4. Clearly show the required exits. 0 EXITSIGNS 6. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. 7. 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) 8. Show two sources of power for the lamps at exit signs. Section 1003.2.8.5. 9. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. 10. Show separate sources of power for exit illumination. ( Where the occupant load exceeds 99). Section 1003.2.9.2. 0 ROOFS 11. 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 12. 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. 'Carlsbad 0 1-3776 December 18,2001 0 TITLE 24 DISABLED ACCESS 13. 14. 15. 16. 17. 18. 19. 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). The soils engineer recommended that helshe 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) b) c) The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations comply with the intent of the soils report." 0 STRUCTURAL 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 IO 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) Carlsbad 01-3776 December 18,2001 20. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceilincl 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. 21. Clearly show on the roof framing plans where the double 14” SSI 32MX are located. ADDITIONAL 22. Complete and recheck the call-outs and cross references to the details. 23. Please see the following corrections for electrical, plumbing, mechanical and energy. 24. 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. 25. 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 26. 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 ELECTRICAL (1996 NATIONAL ELECTRICAL CODE) 1. Detail the area where the electrical service is located. The architectural site plans show the Utility transformer located in the same area. Include access to the service, including the NEMA 3 enclosure complete with door swing dimensions. Carlsbad 0 1-3776 December 18,2001 PLUMBING (1997 UNIFORM PLUMBING CODE) 2. 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. 3. Please show the upstream sewer manhole rim elevation. As per UPC, Section 71 0.1 , 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. 4. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix ‘D’. MECHANICAL (1997 UNIFORM MECHANICAL CODE) 0 Mechanical plans have not been submitted or are required. (Shell ENERGY CONSERVATION (MODEL ENERGY CODE) 5. 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. 6. 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. Carlsbad 0 1-3776 December 18,2001 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 WICH INCLUDES DISABLED PARKING SPACES, CURB RAMPS, WALKS& SIDEWALKS AND PEDESTRAIN RAMPS ARE UNDER PLAN CHECK NO. 013780. e ENTRANCES AND CIRCULATION 1. 2. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 11 33B.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 buildinq and the public wav, per Section 11 14B.1.2. e DOORS 3. 4. 5. 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 1 133B.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 doorway threshold, per Section 1 133.2.4.1. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11338.2.51: a) b) 6. Is to be centered 230" but S44" 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. Carlsbad 01-3776 December 18,2001 7. Show or note that the lower 10" of all doors comply with Section 1 133B.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 1133B.2.4.3. a) 224" at exterior conditions. b) 21 8" at interior conditions. 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 11338.2.4.2: a) b) 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. 8. 9. 260" in the direction of door swing. 248" in the direction opposite the door swing (or 44" if doors don't have latches or closers). 0 SANITARY FACILITIES IO. Sanitary facilities are required to be accessible, per Section 1 I1 5B.1. These requirements shall be checked when tenant improvements are applied for. 0 GENERAL ACCESSIBILITY REQUIREMENTS SIGNAGE 11. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 1 1 17B.5. 12. Provide a note on the plans stating that the signage requirements of Section 11 17B.5 will be satisfied. Carlsbad 01-3776 December 18,2001 BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 01-3776 Job Address or Legal Description 1915 Barcelona Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification fiom the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) . .. ... I‘. *. ... I , .. I. 8,- ‘I Carlsbad 01-3776 December 18,2001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1915 Calle Barcelona PLAN CHECK NUMBER: 01-3776 fin 2) u- OWNER’S NAME: Fourth Quarter Properties XI1 I, as the owner, or agent of the owner (contractors may goJ employ the special inspector), certify that I, or the.architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction Droiect located at the site listed above. UBC Section 106.3.5. .I 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 of work requiring special inspection: Concrete Over 2500 PSI Compliance Prior to Foundation Inspection 0 Prestressed Concrete Designer Specified tructural Masonry 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. /l476L S#az/eyI/&d 731.3 &@/a// 2t-l &Ai. G Q*O Cd 9?,,2/ B. C. 3. Duties of the special inspectors for the work listed above: A. l&E Gktka- 5\ w W~b~ rwb-, fiCsL* we‘, A Special inspectors shall check in with the City and present their credentials for approval prior !Q beginning work on the job site. Carlsbad 01-3776 December 18,2001 VALUATION AND PLAN CHECK FEE 7 Plan Check Fee by Ordinance J U Rl SDl CTl ON: Carlsbad PLAN CHECK NO.: 01-3776 $1,715.91 I PREPARED BY: Abe Doliente BUILDING ADDRESS: 1915 Barcelona DATE: December 18,2001 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Jurisdiction Code cb By Ordinance Bldg. Permit F= by Ordinance i I I I $2,639.861 Type of Review: El Complete Review 0 Structural Only TErtitive Fee Repeats 0 Other Hourly 1-1 Hour * Esgil Plan Review Fee 0 I $1,478.321 Comments: Sheet 1 of 1 macvalue.doc i .' ' ' 4\73 - City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: - /q-o;t. PLANCHECK NO.: CB 0 - 3w BUILDING ADDRESS: 1%- &I b &co,iow PROJECT DESCRIPTION: a cl,i:on %l& 3 ASSESSOR'S PARCEL NUMBER: EST. VALUE: 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: Please see e attached report of deficiencies marked w& ake necessary corrections to plans or speci ns for compliance with applicable codes and standards. Submit corrected plans andlor specifications to this office for review. Date: R/lq/o@ B Date: V By: I AlTACHMENTS ENGINEERING DEPT. CONTACT PERSON Dedication ADDlication Name: TANIYA WADE .. Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (7601 602-2773 CFD INFORMATION Parcel Map No: Lots: Right-of-way Permit Application Recordation: Right-of-way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Carlsbad Tract: A4 ":,-~~~~~~~~~arIsbad, CA 92008-731 4 (760) 602-2720 FAX (76% p&-8562 @ 1 .. BUILDING PLANCHECK CHECKLIST SITE PLAN 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 D. Property Lines I. Existing or proposed water service $ 5w %pQJ@(lars E. Easements J. Existing or proposed irrigation service /‘ 0 0 0 2. Show on site plan: A. Drainage Patterns I. 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. 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. 711Um BUILDING PLANCHECK CHECKLIST 000 DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project NO. rl)ql. Qkplwq fomm ;ssr'm &s sd=s;3$ D rad! '4-kM.S * s, 3(. 32 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 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: Dndi %bn #&7 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(s) 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 18.40.040. Public improvements required as follows: 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 3 2ND o I7 0 0 3RD 0 0 0 0 BUILDING PLANCHECK CHECKLIST 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: 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: 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective improvements found adiacent to buildina site must be repaired to the satisfaction of the Citv 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. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). attached. aDproval obtained prior to issuance of a Buildina Permit. NOTE: The Gradind Permit must be issued and- rounh wading u@ 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form Grading Inspector sign off by: Date: 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 4 RH. 711- 2ND 0 0 0 3RD 0 0 0 do 0 000 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: IO. 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. 1 I. I/ Required fees are attached Cl 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 R.V. 7/14/00 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD 0 0 0 12b. If ownerldeveloper 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. Maximum service and meter size is a 2" service with a 2" meter. 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). 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 (wl 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: 0 Hydraulic grade line Elevation at point of connection (POC) 0 Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve 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 , . ** 1ST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. 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 13. Additional Comments: 7 RDV. 7fIua) 12/02/2002 17:14 FAX 7604384178 CITYOFCARLSBAD m0F:cAcILsIUp @uAw@wm!cnoN~m 1. 2. 3. 4. 6. 6. 7. 8. 9. 10. B 01 11/27/2002 09:06 FAX 7604384178 CITYOFCARLSBAD mof~ ~wspLclloNcmcIQ#I 8 01 .. I PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST w,+~ Planner Christer Westman Phone (760) 602-461 4 Type of Project & Use: Net Project Density: ,p DU/AC Zoning: (ya General Plan: & Facilities Management Zone: CFD (inlout) # Date of participation: Remaining net dev acres:-&f APN: a -0ll-a3 CircO One (For non-residen t: Type of land used created by this permit: z 1 Legend: Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: YES x NO TYPE hu%- DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YESY NO TYPE qp APPROVAL/RESO. NO. DATE [@c5-O) [a r5 /61 PROJECT Na. e@ 6010 OTHER RELATED CASES: fflAO* 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 92108-1-725; (619) 521-8036 CA Coastal Commission Authority? YES - NO+ Determine status (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 #: Follow-Up Actions: 1) Stamp Builhing Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determioation Log as needed. H:\ADMIN\COUNTER\BtdgPlnchkRevChklst lnclusionary Housing Fee required: YES N0-Z (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO - (AIPIDS, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, 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, dimensionat setbacks and existing topogr,aphical lines. a 0 2. Provide legal description of property and assessor’s parcel number. Set backs: 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 J Shown Shown Shown Shown Shown Shown Shown Shown Shown 0 Additional Comments g~ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE ATE (3 -d\4102 H:\ADMIN\COUNTER\BldgPlnchkRevChklst 1c 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 PLANNING COMMISSION RESOLUTION NO. 5080 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 CAMINO REAL IN LOCAL FACILITIES MANAGEMENT ZONE 23 CASENAME: THE PAVILION CASE NO.: SDPOO-10 DEVELOPMENT PLAN SDP 00-10 FOR A NEW 265,357 WHEREAS, Thome Enterprises, Inc, “Developer and Owner,” has filed a 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 San 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 fde No. 2000-362589. (“the Property”); and WHEREAS, said verified application constitutes a request for a Site Development Plan as shown on Exhibits “An - “Vn dated December 5, 2001, on file in the Planning Department, THE PAVILION - SDP 00-10 as provided by Chapter 21.06/Se~tion 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 61. Planning Commission of the City of Carlsbad as follows: A) That the foregoing recitations are true and correct. 23. 24. 25. 26. Compact parking spaces shall be located in large groups, and in locations clearly market to the satisfaction of the Planning Director Developer shall construct, install and stripe not less than 1,284 parking spaces, as show on Exhibit "Bn 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 Plannine 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. Enpineering I ,Unless specifically stated in the condition, all 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 fiom any proposed construction site within this project, Developer shall apply for and obtain approval hm, the City Enginem for the proposed haul route. Prior to issuance of any building pexmit, Developer shall comply with the requirements of the City's ahti-graffiti program for wall treatments if and when such a program is formally established by the City. Developer sw install sight distance corridors at all street intersections m acm-ce with Engineering Standards and shall record the following statement in the CC&as: "No obstructions shall impede nor cox+ct with 'the line-of-sight which is established per City Stslndatd &blic Street-Design Criteria; Sktion 8.B.3,. No structure, fence, walk tree, plawd or permitted to encroach within the areaMentified as a sight distance corridor in accascdance 'The underlying property owner shall maintain this condition. The limits of these sight distance comdors SW, be reflected on any improvement,! grading, or landscape plans pre~wred-.in association with this development. i 28. - 29. i : shrub, Sign, or other object QVW 3.0 inchh above the street level may . with City StanM Public Street4ksign: Criteria, Section 8.B.3." FeedAmeemen ts Developer shall cause property owaer,to kxecute and submit to the City Engin- .for recordation, the City's standard form Geologic Failure Hold Harmless Agreement. Developer shall cause property owner30 execute and submit to the City Engineer f6r recordation the City's standard farmi Drainage Hold Harmless Agreement regafdhg 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. = PC RES0 NO. 5080 -7- - A E 1c 11 1 12 13 OF - 14 15 16 17 18 19 20 21 22 23 24 25 26 2 7. 28 @ Gradi 33. , 34. 35. E) 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 thi! approval unless Developer obtains, records and submits a recorded copy to the Cio Engineer a grading or slope easement or agreement from the owners of the affectec 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 obhr an amendment of this approval or modify the plans so grading will not occur outside thc project and apply for and obtain a finding of substantial conformance from both the Ciq Engineer and Planning Director. Based upon a review of the proposed grading and the grading quantities shown on the site plan, a grading pennit for this project is required. developer shall apply for and obtain a 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 la. Owner to make an irrevocable offer af dedication to the City 38. 39. 40. and/or bther appropriate entities for all public streets and other easements shown on the site plan. The offer shall be made by a separate documents- m. All Iand so offd 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 proVide-.or install drainage structures, as may be required by the City Engineer, prior to or concurrent with any grading or building permit. Developer shall execute and record a City standard Development Impmvement Agreement to install and secure with appropriate security as provided by law, public I improvements shown on the site plan. Improvements include, but are not limited to: paving, base, sidewalks, traffic signals, curbs and gutters, medians, grading, clearing and grubbing, undergrounding or relocation of utilities, sewer, water, fire hydrants, street lights, retaining walls and reclaimed water. All improvements shall be con~tructed 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 ip said agreemat. PC RES0 NO. 5080 -8- ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 0 & Calculation based on building plancheck plan submittal. Estimate based on unconfirmed information from applicant. I- Address: Bldg. Permit No. c.6 01-3 -@ Prepared by: {&, Date: b!/14/% Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. Ft./Units: EDU's: Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: F!~bd Iy) f&kk Sq. Ft./Units: 13; ??@,@ ADT's: 2 1 v Types of Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFDeS (no bridge & thoroughfare fee in District #1, reduced Traffic impact Fee) 0 NO 0 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$ #2. TRAFFIC IMPACT FEE ADlWUNITS: 1287 X FEE/ADT: =$ 5,625 0 3. BRIDGE AND THOROUGHFARE FEE (DIST. #1 DIST. #2 DIST.#3 ) ADT's/U N ITS: X FEEIADT: =$ 4. FACILITIES MANAGEMENT FEE ZONE: UN IT/SQ. FT.: X FEE/SQ.FT./U NIT: =$ 0 5.SEWERFEE EDU's: X FEElEDU: =$ BENEFIT AREA: EDU's: X FEEIEDU: =$ 0 6. SEWER LATERAL ($2,500) =$ 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEEIAC: =$ 0 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION FWEE CALCULATION WORKWEET.doc 1 of2 Rev. 7I14Kx) .' ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET 9. RECLAIMED WATER FEES UNITS CODE CONNECTION FEE METER FEE TOTAL OF ABOVE FEES*: $ *NOTE: This calculation sheet is a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. 2of2 FAFEE CALCULATION W0RKSHEET.doc Rev. 7/44/00 Carlsbad Fire Department 01 3776 n 1635 Faraday’Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Building Plan Fire Prevention (760) 602-4660 Date of Report: 12/12’2001 Reviewed by: h* A .‘f Name: Nadel Architects Address: 5465 Morehouse Drive Suite 165 Job#: 013776 Plan Checker: Job Name: Pavilion at La Costa Bldg #: CB013776 Job Address: 1915 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 I 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 # 013776 FD File # Office of Fire Protection Services POLICY October 25,2000 SMOKE FIRE DAMPERS Background - The 1997 California Building Code Section 713.10 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 Oace. Fire Marshal Approval Date 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4660 FAX (760) 602-8561 @ SSI SIZER COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 PROJECT Pavilion at La Costa La Costa, Ca Building 2 Case 1 - Phone: 800-862-4936 PavilionLaCosta-2-1 .wwb Nov. 27. 2001 09:07:38 Load Type Distribution Magnitude Start End 1 Dead Full Area 15.00 (24.0)* 2 Constr. Full Area 20.00 (24.0)* Location [ftl Pattern Start End Load? NO No 0' 26'-6' 3 98 530 928 2188 1-3/4 Dead Live Total Bearing: Capacity Length 39E 53c 928 2188 1-31'4 Criterion Shear Bendins ( + 1 14" SSI 32MX Spaced at 24" C/c; Analysis Value Design Value Analysis/Design (%) V = 928 Vr = 2913 V/Vr = 31.85 M = 6145 Mr = 8787 M/Mr = 69.93 Dead befl'n Live Defl'n Total Defl'n 0.52 = L/609 0.70 = L/456 1.33 = L/240 52.54 1.22 - L/261 1.77 = L/180 68.95 IESIGN 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. 1. 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. 1. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. i. Moment has been increased for repetitive member usage. i. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures. nc for adequacy. '. The supporting member shall be designed to support the total reaction noted above. SSI SIZER Load 1 2 Windsor, Ca 95492 Nov. 27,2001 09:07:38 Building 2 Case 1 Type Distribution Magnitude Location [ft] Pattern Dead Full Area 15.00 (16.0)* No Constr. Full Area 20.00 (16.0)* No Start End Start End Load? Design Check Calculation Sheet SSI Sizer 2001 LOADS: ( Ibs, psf, or plf ) Dead Live Total 2 65 265 353 353 618 618 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Bending (+I Dead Defl'n Live Defl'n Total Defl'n M = 4096 Mr = 7210 M/Mr = 56.81 0.50 = L/635 0.67 = L/476 1.33 = L/240 50.35 1.17 = L/272 1.77 = L/180 66.09 2188 I 1-3/4 11 -7/8" SSI 32MX Spaced at 16" dc; SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) Criterion !Analysis Value /Design Value (Analysis/Design (%) Shear I V = 618 I Vr = 2644 I V/Vr = 23.39 WDITIONAL DATA: :ACTORS: F CD CM Ct CL CF cv CfU Cr LCX 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 = 4096 lbs-ft Shear : LC# 2 = D+C, V = 618 lbs Deflection: LC# 2 = D+C EI= 460.00e06 lb-in2 C= 9.39e06 in-lb/in Total Deflection = l.OO(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind Izimpact C-construction CLd-concentrated) (All LC's are listed in the Analysis output) IESIGN 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. I. 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. Moment has been increased for repetitive member usage. i. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, IC for adequacy. '. The supporting member shall be designed to support the total reaction noted above. SSI SIZER COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 PROJECT Pavilion at La Costa La Costa, Ca Building 2 Case 2 Phone: 800-862-4936 pavilionL&osta-2-2.~& I Nov. 27, 2001 09:10:23 I Load 1 2 3 Type Distribution Magnitude Location [ftl Pattern Dead Full Area 15.00 (2.00)* NO Constr. Full Area 20.00 (2.00)* NO Start End Start End Load? Dead Partial UDL 440.0 440.0 0.00 7.00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Dead Live Total Bearing : Length 3007 807 490 4 90 3497 1297 2-1/2 1-3/4 Double 14" SSI 32MX Criterion Bending (+) Dead Defl'n Live Defl'n Total Defl'n 1 Shear SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) Analysis Value Design Value Analysis/Design (%) V = 3007 Vr = 4194 V/Vr = 71.71 M = 9622 Mr = 11826 M/Mr = 81.37 0.75 = L/391 0.27 = <L/999 1.23 = L/240 21.98 1.02 = L/288 1.63 = L/180 62.45 IESIGN 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. 1. 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. i. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, nc for adequacy. i. The supporting member shall be designed to support the total reaction noted above. I COMPANY I PROJECT SSI SI7FR Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Pavilion at La Costa La Costa, Ca Building 2 Case 2 Design Check Calculation Sheet SSI Sizer 2001 LOADS: ( Ibs, psf, or plf ) Load 1 2 3 Type Distribution Magnitude Location [ftl Pattern Dead Full Area 15.00 (1.33)* No Constr. Full Area 20.00 (1.33)* No Dead Partial UDL 294.0 294.0 0.00 7.00 No Start . End Start End Load? ~~~ ~ MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Dead Total ~ Live Bearing: Length St iff ener 0' 24'-6" 2009 53 9 327 327 2336 866 - 1-3/4 1-3/4 Yes Yes Bending (t ) Dead Defl'n Live Defl'n Total Defl'n Double 1 I -7/8" SSI 32MX M = 6427 Mr = 9704 M/Mr = 66.23 0.71 = L/412 0.26 = <L/999 1.23 = L/240 20.85 0.97 = L/303 1.63 = L/180 59.30 SECTION vS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) Criterion ]Analysis Value (Design Value (Analysis/Design (%) Shear I V = 2009 I Vr = 3807 I V/Vr = 52.77 4DDITIONAL DATA: ?ACTORS: F CD CM Ct CL CF cv Cfu Cr LC# Fb'+- n/a 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1 Fv' = n/a 0.90 1.00 1.00 1 E' = n/a 1.00 1.00 2 Bending(+) : LC# 1 = D only, M = 6427 lbs-ft Shear : LC# 1 = D only, V = 2009 lbs Deflection: LC# 2 = D+C EI= 920.00e06 lb-ina/ply C= 9.39e06 in-lb/in Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact 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. 2. 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 if bracing is required to achieve member stability. 1. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. 5. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, Inc for adequacy. j. The supporting member shall be designed to support the total reaction noted above. ROOFING 3.0 (NO GRAVEL) PLYWOOD 1.8 RAFTERS 3.0 CLG + INSULATION 3.0 SPRINKLER 2.0 MISC 2 2 15.0 PSF MESRI ENGINEERING STRUCTURAL CONSULTING PROJECT: THE PAVILION AT LA COSTA BUILDING #2 ROOF LOADS (FLAT): DEAD LOAD LIVE LOAD TOTAL LOAD ROOF LOADS ISLOPED): DEAD LOAD ROOFING 12.0 PLYWOOD 1.5 JOISTS OR 3.0 CLG + INSULATION 0.0 SPRINKLER 0.0 MISC 1.5 18.0 PSF WALL (EXT.). 16.0 PSF W;\LL (INT ): IO 0 PSF I: ON 16.0 PSF BEAMS: #I POSTS: #I 20.0 PSF LIVE LOAD 35.0 PSF TOTAL LOAD 34.0 PSF JOIST & BLOCKING.#:! OR ti 1 STUDS & PLATES #2 OR dl .ALL CONCRETE TO BE A MIN. OF 3000 PSI AT 28 DAYS STRENGTH. (SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS) SEISMIC ZONE: 4 ,Na=l.O, Sd, Ca=.44 SOIL PRESSURE: 2500 psf @ 18” BELOW GRADE ALL MASONRY TO BE, fm= 1500 psi U.O.N.(SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS, PRISM TESTS ARE REQUIRED WHEN SPECIAL NSPECTION 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), BALCONY LIVE LOAD: N/A ESIT/CORRIDOR 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 OF THE nRUCTURE BY THIS OFFICE. JOB SO.: 0181 DATE: 10/31/01 DESIGNED BY:= CHECKED BY: PAGE:! Job # Date: 9:37AM, 1 NOV 01 ' 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. Re" >om1 Single Span Beam Analysis Description LA COSTA #2 pvi ~onw General Information I Center Span 21 00ft Moment of Inertia 3,170 000 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 0840 Wft #1 Wft #I Wft ~ Point Loads I Magnitude ' 1800 k k k k k Location 10 500 ft ft ft ft ft Trapezoidal Loads i I Magnitude Q Left 0 070 Wft Wft k/ft Wft Magnitude Q Right 0 070 Wft Wft wf? Wft Dist To Left Side 7 000 ft ft ft ft Dist To Right Side 21 000 ft ft ft ft - Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0 000 ft Shear 10.05 k 0.00 k 000 k Deflection 0.00000 in 0.00000 in 0 00000 in Moment 0.00 k-ft 0.00 k-ft 0 00 k-ft ! Moments ... Shears ... Reactions.. . Max + Q Center 58.74 k-ft at 10.52ft Q Left 10.05 k Q Left 10.05 k Max - Q Center -0.00 k-ft at 21.00ft 8 Right 10.37 k Q Right 10 37 k Maximum 10.37 k ' @Left Cant 0.00 k-ft - Q Right Cant 0.00 k-ft Deflections.,. -0.836 in at 10.52ft Q Center Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 58.74 k-ft - (c) 1983-98 ENERCALC Kw-0603482, Ver 5 0 6 15-Jul-1998 Win32 ore, 1 2- 2, Job # Date: 937AM, 1 NOVO1 ' To specify your title block on Title : Dsgnr: Description : Scope : ' thkse five lines, use the SETTINGS selection on the main menu and will be printed on each page. enter your title block information Re" JOlrXll Single Span Beam Analysis Description LA COSTA #2 IOL ' General Information I Center Span 21.00 ft Moment of Inertia 3,170.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.420 Wft #I km #I Uft Trapezoidal Loads - I Magnitude @ Left 0.070 Wft kJft Wft Uft Magnitude @ Right 0.070 k/ft k/ft Wit Wft Dist. To Left Side 7.000 ft ft ft ft Dist To Right Side 21.000 ft ft ft ft __ Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 4.74 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 L surnn- Moments ... Shears ... Reactions ... Max + @ Center 26.16 k-ft at 10.65 ft @ Left 4.74 k @ Left 4.74 k Max - @ Center -0.00 k-ft at 21.00ft @Right 5.06 k @ Right 5.06 k @ Left Cant 0.00 k-ft Maximum 5.06 k @ Right Cant 0.00 k-ft Maximum = 26.16 k-ft Deflections ... @ Center -0.384 in at 10.56ft Q Left Cant. 0.000 in at 0.OOft Q Right Cant 0.000 in at 0.00 ft _- (c) 1983-98 ENERCALC KW-0603482, Ver 5 0 6, 15-Jul-1998-32 h\ n\ 4% ’ 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. 8 Title : Dsgnr: Description : Scope : Job # Date: 947AM, 1 NOVO1 re. >“NX,I Single Span Beam Analysis Description LA COSTA #2 /rfibL L*AQ ~. General Information I Center Span 35.00 ft Moment of Inertia 8,410.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi R i g h t Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0 840 kJft #I Wft #I 0840 Wft Point Loads I Magnitude ’ 1.800 k 10.050 k Location 17.500 ft 42.000 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 13.00 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 + @ Center 100.63 k-ft at 15.52 ft @ Left 13.00 k @ Left 13.00 k Max - @ Center -90.93 k-ft at 35.00 ft 8 Right 18.20 k @ Right 34.13 k @ Left Cant 0.00 k-ft @ Right Cant -90.93 k-ft Deflections.. . Maximum 18.20 k @ Center -1.347 in at 16.19ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.320 in at 42.00 ft Maximum = 100.63 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32- A 153 1 v-@7 Job # Date: 10 05AM. 1 NOV 01 1 ' To specify your title block on Title : Dsgnr: Description : Scope : 1 these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. RCV >om31 Single Span Beam Analysis Center Span 35.00 ft Moment of Inertia 9,890.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads I ~ On Center Span ... On Left Cantilever ... On Riglo- Cantilever ... #1 0.840 Wft #I Wft #I 0.420 k/ft Point Loads I Magnitude ' 1.800 k 4.740 k k Location 17.500 ft 42.000 ft ft k ft k ft Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 14.36 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 I Moments ... Shears ... Reactions., . ' Max + @ Center 122.71 k-ft at 17.12 ft @ Left 14.36 k @ Left 14.36 k Max - @ Center -43.47 k-ft at 35.00 ft 8 Right 16.84 k @ Right 24.52 k @ Left Cant 0.00 k-ft Maximum 16.84 k @ Right Cant -43.47 k-ft -~ Maximum = 122.71 k-ft Deflections ... @ Center -1.512 in at 16.95ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.749 in at 42.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0 6, 15-Jul-l99m1T37 0\0' Z'G * 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: 10:OQAM. 1 NOVO1 Pcr >U": Single Span Beam Analysis Description LA COSTA #2 Q*..W Lw9 General Information I Center Span 35.00 ft Moment of Inertia 9,890.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.420 k/ft #1 k/ft #1 0.420 kJft Point Loads I Magnitude 4.740 k Location 42.000 ft k ft k ft k ft k ft ' Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 6.11 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 Moments.,. Shears ... Reactions ... Max + @ Center 44.41 k-ft at 14.51 ft 8 Left 6.11 k @ Left 6.11 k Max - @ Center -43.47 k-ft at 35.00 ft 8 Right 8.59 k @ Right 16.27 k @ Left Cant 0.00 k-ft Maximum 8.59 k - @ Right Cant -43.47 k-ft Deflections,. . 8 Center -0.506 in at 16.03 :t 8 Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.108 in at 42.00 ft Maximum = 44.41 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 - 6151 Z-I To specify your title block on Title : ' these five-lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Dsgnr: Description : Scope : Job # Date: 10:38AM, 1 NOV 01 ficr >OUmI Single Span Beam Analysis Description LA COSTA #2 pGh9 be9 General Information I Center Span 28.00 n Moment of inertia 7,080.000 in4 Left Cantilever n Elastic Modulus 1,700 ksi Right Cantilever n Beam End Fixity Pin-Pin Uniform Loads On Center Span ... - I On Left Cantilever ... On Right Cantilever ... #I 0.420 un #I un #1 uft __ , Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k-n 0.00 k-ft 0.00 k-n Shear 5.88 k 0.00 k 0.00 k Deflection 0,00000 in 0.00000 in 0.00000 in - Summary I Moments ... Shears. .. Reactions ... Max + @ Center 41.16 k-n at 14.03ft Len 5.88 k @ Len 5 80 k Max - @ Center 0.00 k-n at 28.00n @ Right 5.88 k @ Right 5 08 k @ Right Cant 0.00 k-n Maximum 5.88 k @ Len Cant 0.00 k-ft Deflections ... @ Center -0.483 in at 14.03ft @ Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft Maximum = 41.16 k-ft KW-06GS432, Ver 5 0 6, 15-Jul-1998,- . ._ (c) 1983-98 ENERCALC nlG\ 2- 3 Job # Date: 10:37AM. 1 NOVO1 ' To specify your title block on Title : Dsgnr: Description : Scope : ' thkse five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Rc" >umi Single Span Beam Analysis Description LA COSTA #2 +yiL Lono General Information I Center Span 28.00 ft Moment of Inertia 7,080.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #1 0.840 Wft #I k/ft #I k/ft 1 Point Loads I Magnitude ' 1.800 k Location 14.000 ft k ft k ft k ft k ft ' Query Values I Center Location 0 000 ft Shear 12.66 k Deflection 0 00000 in Moment 0 00 k-ft Summary I Moments ... Max + @ Center 94 89 k-ft at 13 97 fl Max - @ Center 0 00 k-ft at 0.00 ft @ Left Cant 0 00 k-ft , @ Right Cant 0.00 k-ft Maximum = 94.89 k-ft Left Cant 0.000 ft 0.00 k 0.00000 in 0.00 k-ft Right Cant 0 000 ft 000 k 0.00000 in 0 00 k-ft Shears... @ Left 12.66 k @ Right 12.66 k Maximum 12.66 k Deflections ... @ Center -1.083 in @ Left Cant. 0.000 in @ kight Cant 0.000 in Reactions ... @ Left 12.66 k @ Right 12.66 k at 14.03 ft at 0.00 ft at 0.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver 5 0.6, 15-Jul-1998 WTnT- /7\ 2 7 - '\ . L 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 Rage. ' Title : Dsgnr: Description : Scope : Job # Date: 10:45AM. 1 NOVO1 Single Span Beam Analysis Page 1 1 Description LA COSTA #2 I i General Information I Center Span 35.00 ft Moment of Inertia 8,410.000 in4 Left Cantilever 7.00 ft Elastic Modulus 1,700 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.840 Wft #1 0.840 Wft #1 0.840 Wft Point Loads I Magnitude ' 10.400 k 1.800 k 12.700 k Location -7.000 ft 17.500 ft 42.000 ft k k ft ft Trapezoidal Loads I Magnitude @ Left 0 070 Wft Wft kJft Wft Magnitude @ Right 0 070 Wft k/ft Wft Wft Dist To Left Side -7 000 ft ft ft ft Dist To Right Side 27 000 ft ft ft ft ~ Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 16.35 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -95.09 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions ... Max + @ Center 51.69 k-ft at 17.50ft @ Left 16.68 k @ Left 33.12 k Max - @ Center -109.48 k-ft at 35.00 ft @ Right 18.50 k @ Right 35.32 k @ Right Cant -109.48 k-ft Deflections ... Maximum 18.50 k @ Left Cant -95.09 k-ft @ Center -0.431 in at 17.01 ft @ Left Cant. -0.176 in at -7.00 ft @ Right Cant -0.276 in at 42.00 ft Maximum = 109.48 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32- 0 13) 0- 11 Job # Date: 11.02AM. 1 NOVO1 To specify your title block on these five lines, use the SETTINGS selection on the main menu and will be printed on each page. Title : Dsgnr: Description : Scope : enter your title block information Re. >OHXI Single Span Beam Analysis Description LA COSTA #2 t71 or4 GW~LEvW General Information I Center Span 35.00 ft Moment of Inertia 8,410.000 in4 Left Cantilever 7.00 ft Elastic Modulus 1,700 ksi Right Can til ever 7.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... L I On Left Cantilever ... On Right Cantilever ... #1 0.840 Wft #I 0.420 Wft #I 0.420 k/ft ' Point Loads I Magnitude ' 5.100 k 1.800 k 5.900 k k k Location -7.000 ft 17.500 ft 42.000 ft ft ft -~ Trapezoidal Loads I Magnitude Q Left 0.070 Wft Wft wft k/ft Magnitude Q Right 0.070 kfft Dist. To Right Side Dist. To Left Side -7.000 ft 27.000 ft Wft ft ft Wft ft ft k/ft ft ft ' Querv Values I ~~ Center Location 0.000 ft Left Cant 0.000 ft Rigi't Cant 0 000 ft Shear 16.65 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -47.70 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions.. . Max + Q Center 104.33 k-ft at 17.50 ft Q Left 16.65 k Q Left 25 18 k Max - @ Center -51.59 k-ft at 35.00ft 8 Right 16.44 k Q Right 25 28 k @ Left Cant -47.70 k-ft @ Right Cant -51.59 k-ft Deflections ... Maximum 16.65 k Q Center -1.405 in at 17.40ft Q Left Cant. 0.666 in at -7.00 ft Q Right Cant 0.637 in at 42.00 ft Maximum = 104.33 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32---- 2- IZ , ' To specify your title block on these five lines, use the SETTINGS selection on the main menu and * Title : Dsgnr: Description : Job # Date: 11 :35AM. 1 NOV 01 enter your title block information Scope : will be printed on each page. kb )om1 Single Span Beam Analysis Description LA COSTA #2 General Information I (77;09 bA9 Center Span 35 00 ft Moment of Inertia 8,410 000 in4 Left Cantilever 7 00 ft Elastic Modulus 1,700 ksi R i g ht Cant i lever 7 00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0420 Wft #1 0420 Wft #1 0420 Wft I Point Loads I Magnitude ' 5.100 k Location -7.000 ft k 5.900 k ft 42.000 ft k ft k ft i Trapezoidal Loads I Magnitude @ Left 0 070 Wft Wft Wft Wft Magnitude @ Right 0 070 Wft wft k/ft Wft Dist To Right Side 27 000 ft ft ft ft Dist To Left Side -7 ooo n ft ft ft Querv Values I 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 8.40 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Center Location Moment -47.70 k-ft 0.00 k-ft 0.00 k-ft Summary I I Moments ... Shears. .. Reactions ... Max + @ Center 24.29 k-ft at 17.11 ft @Left 8.48 k @ Left 16 93 k Max - @ Center -51.59 k-ft at 35.00 ft 6 Right 8.80 k 6 Right 17.03 k Maxi m u m 8.80 k I @I Left Cant -47.70 k-ft I- ~ @ Right Cant -51.59 k-ft -~ Maximum = 51.59 k-ft Deflections ... @ Center -0.219 in at 17.11 ft @ Left Cant. -0.085 in at -7.00 ft @ Right Cant -0.115 in at 42.00ft (c) 1983-98 ENERCALC KW-0603482, Ver 5 0 6, 15-Jul-1998. Win32 -- ob' (" ,5 / i i - 7c7,3\2 4 lcp - t - Iv.4 lh - -L' @ 4' 57- -4- 11'- I 1. 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 Element List : 3 1 LJNIF GLO DIST B 0.00 E 16.00 0.00 0.00 -0 ..40 -0,40 018' 0.00 O.OG 3escription : sese 51st 1 FORCE Units : K Ft SEISMIC 2,3 9.00 K Ft 0.00 Ft-K Deg 0.00 LOAD COMBINATIONS: ZSYE 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 Units LC.kC COMBINATIONS : -n -dN3 i : 1.00 X CASE 1 2 3 1 1 1 1 2 4 3 2 3 :K 1 5.0523 5.0523 -11.4523 -11.4523 -0.4911 -0.4911 K K -Ft K -Ft /In Ft 8,5089 8.5089 9.4911 9.4911 -5.0523 -11.4523 -84.2015 60.4494 -a9.7610 71.5881 60.4494 -71.5881 0.1360 4.79 0.1270 4 .46 -0.0776 4.07 i 1 1 1 1 8.5089 9.4911 5.0523 -11.4523 -84.2015 -89.7610 , PAGE NO. : YY.~~RAM : General Frame Analysis v1.16 ECOM ASSOCIATES, Inc. TIME : Fri Nov 09 08:50:53 200: 7- np JCB : LACOSTAS RLT --__------------------------- : 2 FUM kzd - \b'-0' V3oe W4Mb --_-__------------------------- NODAL INFORMATION NO X Y CODE PX STIFF PY STIFF M STIFF NGDE NODAL COORDINATES SUPPORT CONDITIONS Units : Ft Ft K /In K /In K -In /Deg 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 3escription : ROF Zlernent List : 3 1 UNIF GLO DIST B 0.00 E 16.00 0.00 0.00 -0.40 -0.40 016' 0.00 0.00 3escription : SEISMIC Xode List : 2,3 1 FORCE 9.00 0.00 0.00 LOAD COMBINATIONS: 5231.19 1 : 1.00 X CASE 1 1 0.0000 1.1132 1.1129 0.0000 0.0000 0.0016 -0.0043 0.0000 0.0000 -0.2254 -0.1656 0.0000 Units L3Ac COMBINATIONS: 23M3 1 : 1.00 X CASE .& 1 1 2 2 1 3 1 4 3 2 3 :K 1 3.6554 3.6554 -10.0554 -10.0554 -0.6243 -0.6243 K 8.3757 8.3757 9.6243 9.6243 -3.6554 -10.0554 K -Ft K -Ft /In Ft -84.5683 57.8192 -91.6339 71.9786 57.8192 -71.9786 -0.1026 4.74 0.1442 4,94 0.1323 4.51 1 - 4 1 1 8.3757 9.6243 3.6554 -10.0554 -84.5683 -91.6339 ,181 . I I\ , 7-1- I' f / ---- I I* \ / / I ? -_I_- _- ?I I 1 .- 2 \ ic 4 - ' 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. Tltle : Dsgnr: Description : scope : Job# Date: 3.34PM. 24 AUG 03 Single Span Beam Analysis Description 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 Leads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0016 Wft #I Wft #I 0016 Wft __- Query Values I Center Location Moment Shear Deflection Moments.. . Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 0.000 ft Left Cant 0.000 ft QD9 k D.DD k 0.00000 in 0.00000 in 0.00 k-ft 0.00 k-ft Right Cant 0.000 f? 0.DO k 0.00000 in 0.00 k-ft Shears ... 0.28 k-ft at 5.87ft Q Left 0.09 k -0.39 k-ft at 15.00ft 8 Right 0.15 k Maximum 0.15 k 0.00 k-ft -0.39 k-ft Deflections.. . @ Center -0.265 in Q Left Cant. 0.000 in 8 Right Cant -0.140 in 0.39 k-ft Reactions ... Q Left 0.09 k Q Right 0.26 k at 6.57 ft at 0.00 ft at 22.00 ft & 3 9' 3 ! 5' r( ' * To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Date: 8:59AM, 2 NOV 01 enter your title block information will be printed on each page. Scope : Err )om1 Single Span Beam Analysis Description THE PAVILION AT LA COSTA General Info rmat ion I Center Span 15.00 ft Moment of Inertia 20.700 in4 Left Cantilever 9.00 ft Elastic Modulus 1,600 kst Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... i I On Left Cantilever ... On Right Cantilever ... #I 0.016 k/ft #I 0.016 k/ft #I k/ft ~ QuervValues I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 0.16 k 0.00 k 000 k 0.00000 in 0 00000 in Deflection 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 @ Left 0.16 k @ Left 0.31 k -0.65 k-ft at 0.00ft @ Right 0.08 k @ Right 0.08 k Max - @ Center Maximum 0.16 k @ Right Cant 0.00 k-ft Deflections ... @ Left Cant -0.65 k-ft @ Center -0.103 in at 10.00ft @ Left Cant. -1.153 in at -9.00 ft @ 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 W1n32 54 ’ 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 U Date: 9OOAM, 2NOV01 hru U&m1 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 k/ft #I 0.016 k/ft #I Wft Query Values I Center Lochtion 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 @ 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 Maximum 0.16 k @ Left Cant -0.65 k-ft Deflections. .. @ Center -0.061 in at 10.00ft @ Left Cant. -0.682 in at -9.00 ft @ Right Cant 0.000 in at 0.00 ft @ Right Cant 0.00 k-ft Maximum = 0.65 k-ft KW-0603482, Ver 5 0 6, 15-Jul-1998,F _. (c) 1983-98 ENERCALC <5 " xq c ' 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: 901AM 2 NOV 01 Re" YJMI Single Span Beam Analysis Description THE PAVILION AT LA COSTA ___. General Info mat ion I Center Span 15.00 ft Moment of Inertia 20 700 in4 Left Cantilever 8 00 ft Elastic Modulus 1,600 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... J On Left Cantilever ... On Right Cantilever ... #1 0016 k/ft #I 0 016 Wft #I k/ft _. . Query Values I Center Location 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft Shear 015k 0 00 k 000 k Deflection 0 00000 in 0 00000 in 000000 in Moment -0 51 k-ft 0 00 k-ft 0 00 k-ft Moments ... Shears ... Reactions,. . Max + @ Center 0.23 k-ft at 9.62 ft 8 Left 0.15 k 8 ieft 0 28 k Max - @ Center -0.51 k-ft at 0.OOft 8 Right 0.09 k 8 Right 0 09 k @ Right Cant 0.00 k-ft Deflections ... Maxi m u m 0.15 k @ Left Cant -0.51 k-ft 8 Center -0.187 in at 9.02 ft @ Left Cant. -0.560 in at -8.00 ft @ Right Cant 0.000 in at 0.00 ft Maximum = 0.51 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 Southern California Geotechnical Thomas Enterprises, Inc. 3604 Carleton Street San Diego, California 92106 January 29,2002 Project No. 01 G216-3 Attention: Subject: Reference: Mr. Me1 Kuhnel Vice President, Development Foundation Plan Review Proposed Retail Development The Pavilion at La Costa, Building 2 Carlsbad Tract No. 92-08, Lot 4 Carlsbad, California Geotechnical lnvestiqation and Liquefaction Evaluation, Proposed Retail Development, The Pavilion at La Costa, Carlsbad Tract No. 92-08. Lot 4, Carisbad. California, prepared for Thomas Enterprises, Inc. by Southern California Geotechnical, Inc., dated November 8, 2001, SCG Project No. 01G216-1. 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 office for the purposes of this review are identified as follows: 0 Sheet S-1, General Notes, Building 2, dated December 3,2001. 0 Sheet 5-2, Typical Details, Building 2, dated December 3, 2001. 0 Sheet S-5, Foundation Plan, Building 2, dated December 3,2001. Sheet S-7, Structural Details, Building 2, dated December 3,2001. 0 Sheet S-9, Structural Details, Building 2, 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 92807-1951 (714) 777-0333 Fax (714) 777-0398 0 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 Line A, which is reinforced with six No. 7 bars (3 top and 3 bottom). This reinforcement exceeds the geotechnical recommendations and is considered suitable. 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 opportunity 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, Somern California Geotechnical, Inc. Princiwgineer Distribution: (1) Addressee (1) Mayers and Associates, Attn: Dru Mayers (3) Nadel Architects, Inc. Southern Callfornia Geotechnical The Pavilion at La Costa, Building 2 - Carlsbad, CA Project No. 01 G216-3 c Page 2 NON-RESIDENTI[AL CERTIFICATE: Non-Residential Land Owner, please read this option carefilly 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 confrming the accuracy of all information shown. %uiwa, 64~ 300 bo Carlsbad, California 92ooq City, State Zip Code City, State Zip CO& * Assessor’s Parcel Number or APN and Lot Number if not yet subdivided by County Assessor. n\- 371c ._ Building Permit Number@) As cited by Qrdinance No. NS-I55 and adopted by-the City of Carkbad, California, &e City is authorized to levy a Special Tax in Community Facilities District No. 1. All non-residential property, upn the issuance of a building pennit, shall have the aption ta(l$ pay‘the SPECIAL DEVELOPMENT,TA.X ONEL I ‘ ~ TRdE or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period aa ,to I exceed twentyfive (25) yeass. Ptease indicate your choice by initialing the appropriate line below; t . I OPTION (1): I ebcr to pay the SPECLAL FAX - ONE-TIME now, as a one-the payment. hunt of 35t3m.w . Owner’s Initials OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNUALLY for a period not to I twen -five (25) years. Maximum Annual Special Tan: $Et.@ . Owner’s initials I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED. IS THE PROPERTY OWNBR OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL 1 VISIONS AS STATED ABOVE. A- SCI- Title /a. O>.da- 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 1 of 1 .? City of CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school disfricts and returned to the City prior to issuing a building permit. The City will notissue 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): Project Desuiption: Building Type: Residential: Second Dwelling Unit: Residential Additions: Commem'aJ/lndustrial: City Certification of Applicant Information: .. . Number of New hnrellinn .Units . .. . . .. Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area Square Feet Floor Area \?. sz,z - ?k c v Date: S b- I[/~z SCHOOL DISTRICTS WITHM THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave. San Marcos Unified School District 215 Mata Way Carlsbad CA 92009 (729-9291) San MarcososM9 (736 -2200L Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) CertMcation of AppIicantlOwners. The person executing this declaration ("Ownet') certifies under penalty of perjury that (1) me information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended 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, and that (2) the Owner is the owner/developer of the above described project(s), of that the person executing this declaration is AZ 4 7.5 Date: /z c.92 \q ., 1635 Faraday 'Avenue Carlsbad. CA 92008-7314 (760) 602-2700 FAX (760) 602-8560 @ ---.:--A .iI?nhUh . -... 1- ' ., SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district@)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUtREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. *+~u++m,ttmu****H*uu~***~~*-~*****~~****~****~~******~*~*~~~*~*******~**~~* - SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify mat the applicant liqtec! on pagg 1 has paid all amwnts of completed other applicable sch~of mitigation determined by the School District. The City may isme building permits for this pf6ject. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL .. CERTIFICATE OF COMPLIANCE PAYMEN" OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will nof_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): Project Description: Building Type: Residential: Second Dwelling Unit: Residential Additions: Cornmem'aVf ndustrial: City Certification of Applicant Information: Number of New Dwellina Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area \?, L== Square Feet Floor Area \A c Date: 5 &- It /O?L ScHOOLDfsTRTcTS WT" "HJ3 CITY OF CARCSBAD Carlsbad Unified School District 801 Pine Ave. San Marcos Unified School District 215 Mata Way San Dieguito Union High School District 710 Enchitas Blvd. Encinitas, CA 92024 (753-6491) C&bd CA 92009 (729-9291) Sm MZUCOS, CA 92069 (736-2200) Certification of ApplicanVOwners. 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 certification 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 the owner/developer of the above described pmject(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: /2*GOA @ 1635 Faraday Avenue * Carlsbad, CA 92008-7314 (760) 602-2700 - FAX (760) 602-8560 Rpu4n-A A/?nM 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. +ert+ttlnnC1**t*H1*~~*~~**~~~*~~**~*****~*~***~~~~~~*~**~**~1~~~~**~1**1*~~*~t*~~~* - SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation kr school facilities. This is to certify that the applic3nt-Ji@ed on- page 1 has paid all amounts or completed other applicable sch& mitigation determined by the School District. The CQ may isme building permits for this pmject. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFlCtAL TITLE -_ . NAME OF SCHOOL DfSTRlCT DATE PHONE NUMBER .. From: Christer Westman To: Mike Peterson Date: 5/28/02 8: 1 6AM 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 ' "\ . .s \ 0 -<" 3 2 UJ- D 0 3 m (D 2. 0 3 .. z 0 C 0 3 P c" n 4 3 1 m n 1. a n : (D (0 0 .. b 0 0 E 2 p z w It s a n 4 z ? '. .. . .. .. .. , i' .- A- c City of Carlsbad 1. . 06-20-2003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: ALLEN JOHN 760 479-0570 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03116 191 5 CALLE BARCELONA CBAD PCR Status: ISSUED Lot#: 0 Applied: 06/13/2003 $0.00 Construction Type: NEW Entered By: MDP CBOl-3775 Plan Approved: 06/20/2003 Issued: 06/20/2003 THE FORUM Inspect Area: CONCRETE STRENGTH Owner: Plan Check Revision Fee Additional Fees $1 20.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $1 20.00 FINAL APPROVAL InsDector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the ‘Imposition‘ of fees, dedications, reservations, or other exactions hereafter collectively referred to as “feeslexactions” You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feeslexadions of which vou have Dreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has Dreviouslv otherw ise exdred. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Assessor's Parcel U Existing Use Proposed Use FOR OFFICE USE ONLY PLAN CHECK NO. QCROV 116 EST. VAL. Plan Ck. Deposit Validated By I t Date lip>/ U of Bathrooms Description of Work SO. FT. #of Stories U of Bedrooms Name Address City StateEip Telephone U -. Address City Statelzip Telephone U State License Y License Class City Business License U Designer Name Address State License U ' City Statelzip Telephone 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 I81001 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 amployer to dmlnal penalties and civil fines up to one hundred thousand dollars (8100,000), In addition to the cost of compensation. damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. 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 SIGNATURE DATE 7' I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages es 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 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 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 Professlons Code for this reason: 4. number I 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 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 PROPERTY OWNER SIGNATURE DAT6 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 district7 Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 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 0 NO I hereby affirm that there is a construction lending agency for the performance of the LENDER'S NAME LENDER'S ADDRESS RTi 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 releting to building construction. I hereby authorize representatives of the Cit) 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 authorized hy such permit is n of such permit or if the building or work authorized by such permit is suspended or abandoned at any tin 'ter the work is c 106.4.4 Uniform Building Code). APPLICA SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In Partncrsfiip WitK Government for BuiGfing Safety DATE: June 18,2003 J U RI S D I CTl ON : Carlsbad PLAN CHECK NO.: 01-3776(PCR03116) 0 PLANRWIEWER 0 FILE SET: I PROJECT ADDRESS: 1915 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 2) w 0 0 0 0 w 123 w 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: Revision 4 includes changes to base plates at moment frames of building 2. By: Abe Doliente Esgil Corporation Enclosures: OGA-• MB EJ PC 6/13/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 Carlsbad Juni 18, . 0 1 -3776( PCRO3 1 16) 2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 3776(PCRO3116) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: June 18,2003 BUILDING ADDRESS: 1915 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Bldg. Permit Fee by Ordinance W 1 Plan Check Fee by Ordinance '1 Type of Review: 0 Complete Review Structural Only ORepetithreFee El Repeats 0 Other Hourly 11 Hour* Esgll Plan Review Fee Eased on hourly rate Comments: Sheet I of 1 rnacvalue.doc e i? /3 776 cotpomteoml Bnaah Mer 2992 E. h hlms Arc., Suite A Adieirrl, CA 92606 SanDiogo,CA92121 FU: (714) 632-2974 Fa: (85s) 531-3990 7313 C~r~ll Rd, Swtc C Ttl: (7 14) G32-2999 TOI: (858) 537-3999 mfl d; COMPRESSIVE STRENUTH-MORTAR $$?* 0-31 -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: PCR03172 191 5 CALLE BARCELONA CBAD PCR Status: ISSUED Lot#: 0 AppJied: 0811 512003 $0.00 Construction Type: NEW Entered By: CB CB013776 Plan Approved: 10/31/2003 Issued: 10/31/2003 FORUM BLDG 2-SHEETS A4.1 ,A5 VENEER &CURB TO COLUMNS Inspect Area: SUITE # C 2050 WILSON AVE 91 950 619-477-1359 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 FINAL APPROVAL I Inspector: Date: Clearance: I NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feeslexactions." You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feeslexactions of which vou have oreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations has oreviouslv othewise exoired. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT FOR OFFICE USE ONLY 17 .- PLAN CHECK NO EST. VAL. Plan Ck. Deposit Unit No. Phase No. Total I of units ' Legal Description Assessor's Parcel # (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 Code1 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 f~ve hundred dollars 165001). Name Address State License # License Class City Business License # Designer Name Address ' City Statelzip Telephone City Statelzip Telephone # State License # Workek' 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 IS1001 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 aecure workera' cornpensatlon coverage Is unlawful. and shall subject an employer to crlmlnd penalties and civil fines up to one hundred thousand dolara (8100.0001. in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. 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 SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. YES ON0 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): 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 ohone Business and Professions Code for this reason: number I contractors license number): 5. of work): I will provide some of the work, but I have contracted (hiredl the following persons to provide the work indicated (include name I address I phone number I type PROPERTY OWNER SIGNATURE DATE ConkPL@E*"ChiS SECd WN FOR NO/V4?ESlDEhf~Al SUlLDlNO PERMITS'ON 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? 0 YES 0 NO Is the faciliry to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES a 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. I hereby affrrm that there is a construction lending agency for the performance of the work fo 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 infor City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit) 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 is authorized by such permit is no at any tin- '1er the work is co APPLICA SIGNATURE DATE 's Code shall expire by limitation and become null and void if the building or work mit or if the building or work authonzed by such permit is suspended or abandoned form Building Code). DATE: August 27,2003 JURIS Dl CTl ON : Carlsbad EsGil Corporation In partnership with government for Suiliiing Safety 0 APPLICANT 0 PLAN REVIEWER 0 FILE 0- PLAN CHECK NO.: 01-3776(PCR03172) SET: I PROJECT ADDRESS: 1915 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 2) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. PLEASE SEE REMARKS BELOW. c] 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. 17 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: Rev 6 includes minor changes per Architect’s letter dated August 12,2003. Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA MB 0 EJ PC 8/19/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 I ' Carlsbad 0 1-3776(PCRO3 172) August- 27, 2003 VALUATION AND PLAN CHECK FEE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code JURISDICTION : Carlsbad 3776IPCR03172) cb By Ordinance PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: August 27,2003 BUILDING ADDRESS: 1915 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Bldg. Permit Fee by Ordinance '(I Plan Check Fee by Ordinance TT Type of Review: Complete Review I $120.001 Structural Only 0 Other E Hourlv 17 Hour* 0 Repetitive Fee El Repeats Esgil Plan Review Fee Based on hourly rate Comments: Revision 6 includes minor changes per letter August 12, 2003. Sheet I of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB %?%3?\73 DATE RESlDERm&l. . TENANTIMPROVEMENT RESRDENTIAL AODDTION MINOR PLAtA CAMIN0 REAL 4 <$lo,ooc).m~ CARLSBAD COMPANY STORES VILLAGE FAlRE COMPLETE OFFiCE BUILDING PLANNER 5465 Morehouse Dr Suite 165 San Diego California 92121 858.552.8424 FAX 5528429 Architects Inc Herbert Nadel, Architect. FAlA Architecture Planning Interiors Sheet A5 1. Detail 9: Replace concrete curb with same stone as decorative columns. 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. BUILDING 3 ARCHITECTURAL Sheet A4.1 1. Replace Adoquin stone veneer with travertine marble. Sheet A42 1. Replace Adoquin stone veneer with travertine marble. Sheet A5.3 1. Detail 15: Replace concrete curb with same stone as decorative columns. ' Mike Peterson CITY OF CARLSBAD August 12,2003 NADEL #: 01 188.00 Page 2 of 3 BUILDING 4 ARCHITECTURAL Sheet A42 1, Replace Adoquin stone veneer with travertine marble. Sheet A5.3 1. Detail 8: Replace concrete curb with same stone as decorative columns. I BUILDING 5 ARCHITECTURAL Sheet Al.l 1. Note detail reference for decorative stone column base detail. Sheet A2.2 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 A5.2 ?. Remove Detail 7 - Metal Awning. €EGMH%z \ .I . Mike Peterson CITY OF CARLSBAD August 12,2003 NADEL #: 01 188.00 Page 3 of 3 BUILDING 8 ARCHITECTURAL Sheet A3 1. 2. 3. Detail 2: Replace concrete curb with same stone as decorative columns. 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 P I, 4 w Ci \ i. 3 i ..- .. . . -. I 09-05-2003 You are hereby FURTHER NOTIFIED that your right to protest the specified feedexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ~ limi ’ h i I rwi x 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: PCR03164 191 5 CALLE BARCELONA CBAD PCR Status: ISSUED $0.00 Construction Type: NEW Entered By: SB Lot#: 0 Applied: 0811 512003 CBOI 3776 Plan Approved: 09/02/2003 Issued: 09/05/2003 THE FOURM BLDG 2 REV ELEC Inspect Area: Applicant: VRATSINAS CONSTRUCTION COMPANY P 0 BOX 2558 LllTLE ROCK, AR 72203-2558 501-376-0017 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 an 69/05/03 0002 01 02 CGP 120 00 PERMIT ARPLICATION CITY OF CARLSBAD BUILDING DEPAR' 1635 Faraday Ave., Carlsbad, CA 92008 Address (include BldgISuite #) Business Name (at FOR OFFICE PLAN CHECK N EST. VAL. Plan Ck. Deposit yy 4 LJ -I-/ this address) (Sec. 7031.6 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 Code1 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 156001). Name Address City Statelzip Telephone # State License # License Class City Business License # 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 ere: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [51001 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 ~8100.000~. In addition to the cost of compensation, damages et provided for in Section 3706 of the Labor code, interest and attorney's fees. 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 hereby affirm that I am 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 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 1, 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 contractorls) 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 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 I address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I 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 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 / phone number I 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 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 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 0 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(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 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 authorized by such permit is of such permit or if the building or work authorized by such permit is suspended or abandoned at any tin- tier the work is 106.4.4 Uniform Building Code). APPLICA SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance Cwlsbqd 01-3776 REV 5 PCR03164 - 8/27/2003 EsGil Corporation . In Partnersfiip witfi Government for Quiling Safety 0 PLAN REVIEWER 0 FILE DATE: 8/27/2003 JURI SDl CTl ON : Carlsbad PLAN CHECK NO.: 01-3776 REV 5 PCR03164 SET: I PROJECT ADDRESS: 1915 Calle Barcelona Bldg 2 PROJECT NAME: Bldg 2 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. c] 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 0 REMARKS: By: Eric Jensen Esgil Corporation 0 GA MB 0 EJ 0 PC 8/19 Enclosures: trnsrntl.dot Carlsbqd 01-3776 REV 5 PCRO3164 8/27/2003 VALUATION AND PLAN CHECK FEE JURISDICTION : Carlsbad PCR03164 PLAN CHECK NO.: 01-3776 REV 5 PREPARED BY: Eric Jensen DATE: 8/27/2003 BUILDING ADDRESS: 1915 Calle Barcelona Bldg 2 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: Jurisdiction Code Icb By Ordinance 1994 UK Buildinq Permit Fee I - v 1994 UBC Plan Check F-1 I $1 20.00) Type of Review: 0 Complete Review 0 Structural Only 0 Other Hourly Hour* Esgil Plan Review Fee * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc € 0 l Q City of Carlsbad * 1635 Faraday Av Carlsbad, CA 92008 05-09-2003 Plan Check Revision Permit No: PCR03082 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 0412412003 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 05/09/2003 issued: 05/09/2003 Project Title: FORUM-REV UNDERGROUND WASTE Inspect Area: 191 5 CALLE BARCELONA CBAD &WATER SERVICE-BLDG 2 Applicant: NADEL ARCHITECTS 050 552-0424 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $1 20.00 FINAL APPROVAL InsDector: Date: Clearance: ~~ ~ ~ ~~ NOTICE: Please take NOTICE that approval of your project includes the ‘Imposition” of fees, dedications, reservations, or other exactions hereafter collectively referred to as ‘feeslexactions.” You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feeslexactions of which YOU have Dreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has Dreviouslv otherwise exoired. 04/24/2003 THU 10:55 FAX 858 552 8429 NADEL ARCHITECTS B 002 FOR OFFICE USE aNiY GIN OF CARLSBAD BUILDING DEPARTMENT Strtr/ap Telephone ' Addrsss CW EsGil CorDoration In Partnership with Government for Builiiing safety DATE: 5/5/03 JURISDICTION: Carlsbad G*iT 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 01-3776 rev 3 (Be Os82) SET: I PROJECT ADDRESS: 1915 Calle Barcelona PROJECT NAME: Building 2 underslab shell plumbing x The plans transmitted herewith have been corrected where necessary and substantially 0 0 0 0 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. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Mail Telephone Fax In Person 0 REMARKS: By: Eric Jensen Enclosures: Esgil Corporation GA 0 MB EJ PC 4/28 Fax #: tmsmtl.dot .I - Carlsbad 01-3776 rev 3 515103 VALUATION AND PLAN CHECK FEE JURISDICTION: Carls bad PLAN CHECK NO.: 01-3776 rev 3 PREPARED BY: Eric Jensen DATE: 5/5/03 BUILDING ADDRESS: 1915 Calle Barcelona BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: Valuation Reg. VALUE ($) Multiplier Mod. Air Conditioning Fire Sprinklers TOTALVALUE I I I I I Jurisdiction Code Icb By Ordinance 1994 UBC Buildins Permit Fee I V I I 1994 UBC Plan Check Fee -1 Type of Review: Complete Review 0 Structural Only 0 Repetitive Fee Repeats I 0 Other Hourly Hour* Esgll Plan Review Fee I $120.00l * Based on hourly rate Comments: Sheet I of I macvalue.doc t ,' \ r s ' \. L .. - .. . 04-1 8-2003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: BONNIE SORRELS City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03062 191 5 CALLE BARCELONA CBAD PCR Status: ISSUED $0.00 Construction Type: NEW Entered By: SB Lot #: 0 Applied: 04/02/2003 Plan Approved: 04/18/2003 Issued: 04/18/2003 THE FOURM BLDG 2 REV TRUSSES Inspect Area: 1935 CALLE BARCELONA 92009 473-0570 Owner: 3135 04/18/03 QOO2 01 02 CGP u20.00 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $1 20.00 Total Payments To Date: $0.00 Balance Due: $1 20.00 I FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "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 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feedexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/ee of which Wve o iouslv been aiven a NOTICE rev .. .. . or as to Dreviou otherwise ared. 'PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. ?&&33aL? EST. VAL. Plan Ck. Deposit Validated By 5 E Date c 7- Q "t V Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Name Address city State/Zip Telephone # (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 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 [$5001). Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of p 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$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 ($100,00OL in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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 (Sac. 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 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 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 / 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 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 / phone number / type Business and Professions Code for this reason: UNO PROPERTY OWNER SIGNATURE DATE IS SECTION FOR 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 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 0 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(i) Civil Code). NAME RANT 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 authorized by such permit is ate of such permit or if the building or work authorized by such permit is suspended or abandoned t any time after the work is ion 106 4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE 4-d-Ot3 WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In Partnersfiip witfi Government for SuiCliing safety DATE: April 11, 2003 JURISDICTION : Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 01-3776(PCR03062) 0 FILE SET: I PROJECT ADDRESS: 1915 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 2) w 0 0 0 0 0 w 0 w 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: 1 Fax #: REMARKS: This includes truss revisions. Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 4/3/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 * Carlsbad 01-3776(PCR03062) April 11, 2003 VALUATION AND PLAN CHECK FEE VWl I I I J URI SDI CTI ON : Carlsbad 3776( PCRO3062) Valuation Reg. VALUE ($) Multiplier Mod. I PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: April 11,2003 BUILDING ADDRESS: 1915 Calle Barcelona Air Conditioning Fire Sprinklers TOTAL VALUE ~ ~ ~~ ~ Jurisdiction Code cb By Ordinance Blda. Permit Fee bv Ordinance 'I 1 I Plan Check Fee by Ordinance v Type of Review: 0 Complete Review 0 Structural Only 0 Repetitive Fee Repeats 0 Other a Hourly Hour* Esgil Plan Review Fee I $96.00l Based on hourly rate Comments: Sheet1 of 1 rnacvalue.doc QT-7* Amyerhaeuser Business Architectural Drawings Structural Drawings Mechanical Drawings Fire Sprinkler Drawings TJ Product Package Nadel Architects 4/2/02 None A1 to A9 Mesri Engineering 4/2/02 None SI to s10 Not Provided N.A. N.A. N.A. Not Provided N.A. N.A. N.A. For The Forum at Carlsbad - Building #2 Carlsbad, CA (Our Job # SC02E02064) March 31, 2003 - Reference Documents: Title I By I Date I Rev. # I Sheets I Steel Shop Drawings I Not Provided I N.A. I N.A. I N.A. I If you have questions, please call the following: Your Trus Joist Representative: Paul Goldstein 949-6 16- 1600 Or our Engineering Department: Steve Bennett (800) 827-8526 x 252 7 7 Pages 1 To 14 I .:-3 .I I J Our engineering responsibility is limited to the design of TNs Joist Products in a&r!nc&i@ above retireaced documents bised on design loads speaed by the engineer ofrecord IMPORTANT (Please Read and Sign Below) Approve and return this package as soon as possible, trusses will not be fabricated and delivered until?$k&&@@v&-. 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 contractor/installer 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. I 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 OPh: (949)-616-1600 Fax: (949)616-1616 QT-TM Amyerhaeuser Business Title Architectural Drawings Mechanical Drawings Fire Sprinkler Drawings Steel Shop Drawings Structural Drawings TJ Product Package By Date Rev. # Sheets Mesri Engineering 412102 None s1 to s10 Nadel Architects 4/2/02 None A1 to A9 Not Provided N.A. N.A. N.A. Not Provided N.A. N.A. N.A. Not Provided N.A. N.A. N.A. For The Forum at Carlsbad - Building #2 Carlsbad, CA (Our Job ## SC02E02064) March 31, 2003 Reference Documents: If you have questions, please call the followine: Your Trus Joist Representative: Paul Goldstein 949-6 1 6- 1600 Or our Engineering Department: Steve Bennett (800) 827-8526 x 252 Pages 1 To 14 : : .'J 7 Our engineering responsibility is limited to the design of Tlus Join Products m a&ork&d& above refmnced documents based on design loads speppqd by the engineer of record IMPORTANT (Please Read and Sign Below) 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. Approve and return this package as soon as possible, trusses will not be fabricated and delivered I warrant that this Trus Joist Product Package has been provided to the contractorhnstaller 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. I 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 Tms Joist, a Weyerhaeuser Business 27042 Towne Centre Drive, Suite #200 Foothill Ranch, CA 92610 OPh: (949)-616-1600 Fax: (949)-616-1611 ,. SCOZEO2 064 The Forum at Carlsbad Job Addrsss Job City. St:itc' Zip Engineering Oftice : Orange Sales Representative : Goldstein, Paul Job Coordinator : Bennett, Steve Designer : Bennett, Steve Drafisnian Re\ ision Number : 58 : 1935 BALLE BARCELLONA to : Carlsbad, CA 92009 Printed By : Steve Bennett Server : TJ M0052NTiOrangeiTJM Version : 5.9a Release: R1 Plant Number : Plant : Chino Status : Engineering Description : The Forum at Carlsbad - Building #2 SAP # Qty TFpe Series Depth Cut Length PI.. Length Lineal Ft. Notes 13147 52 B TJIiL65 14" 25'-0" 25t-o" 1,300.0 13147 17 BI TJIiL65 14" 24'-6" 24'-6" 416.5 13147 4 B2 TJI/L65 14" 24'-0" 24-0" 96.0 1,s 12.5 TJIIL65 16" 26'-0" 26-0" 1,352.0 24'-6 " 931.0 25'419 2,600.0 ~ 1,883.0 1 ,-~. ............. .................... ............ I 13148 52 A 13148 104 A2 TJIL6.5 i 16" I 25'-0" 13 I48 38 AI TJI/L65 ~ 16" , 24'-6" 19J ! I........!........,....... ! ! 1 TJ1 Products - Web Stiffeners I SAP# 1 Qty ~ Joist Depth 1 Joist Series 1 Installation 1 Notes ~~ 1 21608 3001 14.00 TJI/L65 I Field Installed 1 I 21616 800 1 16.00 1 TJI/L65 1 Field Installed 1 I Any Products - Hangers SAP# ~ Qty' Hanger TOP Face Joist Type I Notes I I ! ! 19965 14 HB1316-2 -1 2 HWU5.25xNET H=16" 20332 146 ITT314 20448 212 ITT316 18068 4 MIT316 20647 2 WI314xR15 20647 2 W1314xR33 20392 4 LBV314-2 4-16d 4-1 6d 4- 1 Od 4- 1 Od 4-16d 4-N IO 2-N10 2-N IO 4-16d 2-N10 4-16d 6- 1 Od 2-10d 2-N IO 2-10d 2-N IO 4- 16d 2-NI0 2-N 10 2-NI0 2-Nl0 2-N10 H3 H4 H5 HI H6 H2 , HI0 I H9 SC02E0206J The Forum at Carlsbad 10:52:58AM 3131103 a .206+7 , 11 W1314xR50 2-NI0 2-N IO H8 20647 1 W1314xR65 2-NI0 7-Nl0 H7 ~ ~ -1 730 1 5x3 5 TS 29 2500 Both Ends -1 175 1 5x3 5 TS 32 0000 One End SAP# Qty Depth Series Length End Blocks 2 I593 4 14.0000 TJliL65 32.0000 Without End Blocks 2 1593 6 14.0000 TJliL65 42.0000 Without End Blocks 18075 30 16.0000 TJIiL65 29.3750 Without End Blocks 18075 4 16.0000 TJIiL65 32.0000 Without End Blocks I8075 4 16.0000 TJIlL65 60.0000 Without End Blocks -1 Miscellaneous llardi~are SAP # QO Description Sates 21097 3 1 Ibs. I Od (1 Odx3) Nail 21 100 4 Ibs. 16d (1 6dx3.5) Nail 2 1096 8 Ibs. N10 (lOdxl.5) Nail 34845 I90 pcs. 2-26 Z-Clips (1.5" Loose) Any Products - PIJ-wood Edge Blocking SAP# Qt?; Size Length 2-Clips Notes SC:02E02064 The Forum at C'arlsbad 10:52:58AM 3/31/03 - - 3 P < - I$ I[ c Type "A' With Head-out for Roof Hatch .FlTik@I* AWycrhaeuser Busmcs TJ-Bearn(TM) 6 06 Serial Number 70021 12237 Page 1 Engine Version 1 6 44 User 4 3/28/2003 1 51 24 PM 16" TJIWL65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /''I Men? ber Slope: .49iiZ Roof Slope.49il2 / I h 26 5" It All dinlensions BTQ horizontal. 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(1.25) 301 226 4' Head-out for Roof Hatch SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifUTotaal Depth 1 Glulam or solid sawn lumber beam 3.50" Hanger 965 / 724 / 0 I1689 1 16.02" NIA TopMountHanger None 2 Glulam or solid sawn lumber beam 2.50' Hanger 745 I559 / 0 I 1305 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 Stroncr-Ti& Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger MIT316 ,49112 0 N/A No 0 Douglas Fir .49/12 0 N/A No 0 Douglas Fir 1 @ 2 @ TopMount Hanger ITT316 -Nailing for Support 1: Face: 2-NI0, Top 4-NI0, 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) 1661 1661 2912 Passed (57%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1661 1661 2912 Passed (57%) Bearing 1 under Roof loading Moment (Ft-Lbs) 8847 8847 11 169 Passed (79%) MID Span 1 under Roof loading Live Load Defl (in) 0.726 1.297 Passed (U429) MID Span 1 under Roof loading Total Load Defl (in) 1.271 1.729 Passed (U245) MID Span 1 under Roof loading -Deflection Criteria: MlNIMUM(LL:U240,TL:Ul80). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 10 olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum At Carlsbad Building 2 Roof Carlsbad, CA SC02E02064 l3N co t OPERATOR INFORMATION: 1 Steve Bennett Trus Joist -- Job Name & NO - -I 27042 Towne Centre Drive Daie 1.- . I Suite200 Spec. Section ___ ____-.- - Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright U 2003 by Trus Joist, a Weyerhaeuser Business TJII and TJ-Beam@ are registered trademarks of Trus Joist. e-I Joist',Prom 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\SC02E02064\Designs\Sizing\PavBldg2\T~eA.sms 6 c Type "A" With .*1,./-7* A\X(lyeilweuser Business Head-out for Roof Hatch TJ-Beam(TM) 6 06 Serial Number 70021 12237 Page 2 Engine Version 1 6 44 User 4 3/28/2003 1 59 24 PM 16" TJ181L65 @ 32" o/c 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 1.001 + 5/8' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Reviewed By: -_...- _.__..-I_-.-- Job Name & No. _- ec. Section -l_..._l_ PROJECT INFORMATION: The Forum At Carlsbad Building 2 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 0 1003 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-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SC@2E02064\Designs\Sizing\PavBldg2\T~eA.sms 3 Type "AI" Load Case #I ~+1+Z@!hl@ A-rhaeuxr Busmess TJ-Bearn(TM) 6 06 Serial Number 70021 12237 Page 1 Engine Version 1 6 44 User 4 3/2'8/2003 2 00 28 PM 16" TJI@/L65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .3 24' 7" d All dimensions are ho~L?ontaI. Producp Diagram is Conceptual. LOADS: VRATSINAS CONSTRUCTION GO. ~~~ Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: --- -- I Reviewed By: Oat&?: __ 1 .lob "TW S Nr; ___II--- -3Cb.b. >6.:LtbW~ ~ --.-..--- --...A Type Class Live Dead Location Application Comment Uniform(p1f) Wind(1.33) 100.0 0.0 12' 3 To 18 4" Adds To Parapet Brace 17.. .... .c. Uniform(p1f) Wind(l.33) 50.0 0.0 18' 4" To 24' 7" Adds To Parapet Brace &""--.-,"e .--- SUP PORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifUTotaI Depth 1 Glulam or solid sawn lumber beam 2.50' Hanger 785 1490 IO I 1276 1 14.01" NIA Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.50 Hanger 986 I494 IO I 1480 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 HANGERS: Simpson Stronq-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger lTT316. -.49112 0 NIA No 0 Douglas Fir Top Mount Hanger lTT316 -.49/12 0 NIA No 0 Douglas Fir 2 10 -Nailing for Support 1: Face: 2-10dI Top 4-10d , 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) -1445 -1445 3099 Passed (47%) Rt. end Span 1 under Wind loading Vertical Reaction (Ibs) 1445 1445 3099 Passed (47%) Bearing 2 under Wind loading Moment (Ft-Lbs) 842 1 8421 11884 Passed (71%) MID Span 1 underwind loading Live Load Defl (in) 0.673 1.205 Passed (U430) MID Span 1 under Wind loading Total Load Defl (in) 1.032 1.607 Passed (U280) MID Span 1 under Wind loading -Deflection Criteria: MINIMUM(LL:U240,TL:UI 80). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum At Carlsbad Building 2 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 0 2003 by Trus Joist, a Weyerhaeuser Business TJIB and TJ-Beam@ are registered trademarks of Trus Joist. e-I Joist'",Pron and TJ-Pro- are trademarks of TIUS Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SCOZEO2O64\D~signs\S~zing\Pav~ldgZ\TypeAlLl.sms Type "Al" Load Case #2 +-q*q&3@te AWyethaeuscr Busmess 'TJ-Beam(TM) 6 06 Serial Number 7002112237 User 4 3/28/2003 11 53 38 AM 16" TJIWL65, 2 plies @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Page 1 Engine Version 1 6 44 F8ember Slope: -.56?12 Roof Slupe-.56!12 - c 24 7" All dimensions 3re horizontal. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (ps9: 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Roof(1.25) 120.0 140.0 19'4"To 24'7" Adds TO Point(plf) Roof(l.25) 20.0 88.0 19' 4" Point(lbs) Roof(1.25) 573 434 21' SUPPORTS: Product Ojagram is Conceptual. Comment Tower Wall Parallel End Tower Wall Perpendicular Head-out for Roof Hatch Input Bearing Vertical Reactions (Ibs) Ply Depth Width Length LivelDeadlUplifVTotaI 1 Glulam or solid sawn lumber beam 2.50" Hanger 804 I670 IO I 1474 1 14.01" 2 Glulam or solid sawn lumber beam 3.50" Hanger 1764 I 1719 IO I 3483 1 14.01" Nailing Detail Other Depth NIA Top Mount Hanger None NIA Top Mount Hanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strona-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger HB1316-2. -.56112 0 NIA 2 '@ Top Mount Hanger HB1316-2 -.56112 0 NIA -Nailing for Support 1: Face: 4-16d , Top 4-16d , Member: 4-10d -Nailing for Support 2: Face: 4-16d , Top 4-16d , Member: 4-10d DESIGN CONTROLS: Shear (Ibs) -3380 -3380 5825 Passed (58%) Vertical Reaction (Ibs) 3380 3380 5825 Passed (58%) Moment (Ft-Lbs) 1 1322 11 322 22337 Passed (51 %) Live Load Defl (in) 0.370 1.205 Passed (Ln82) Total Load Defl (in) 0.705 1.607 Passed (U410) Maximum Design Control Control -Deflection Criteria: MINIMUM( LL: U240,TL: U180). 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 4' IO" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum At Carlsbad Building 2 Roof 0 P E RATOR INFO RMATl ON: Steve Bennett Trus Joist Carlsbad, CA 27042 Towne Centre Drive SC02E02064 Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business TJIC 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:\TJCADD\JOB\SC02E02064\Des~gns\Sizing\T~eALZ.sms 4 c Type "AI" +q! ftcl67* AWyed~aeuser Business Load Case #3 TJ-Beam(TM) 6 06 Serial Number 70021 12237 Page 1 Engine Version 1 6 44 User 4 3/h003 12 E3 39 PM 16" TJl@/L65, 2 plies @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED pk Member Slope: -.55!12 Roof Slope-.56il2 I I lq ;&J & 24' 7- 4 All dimensions are horizontal. Producg Ragram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (ps9: 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 409 307 15' 3" Head-out for Roof Hatch Point(lbs) Roof(1.25) 149 112 18'9" Head-out for Roof Hatch Uniform(p1f) Wind(l.33) 100.0 0.0 3' To 19 Adds To Parapet Brace SUPPORTS : Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpIiftlTotal Depth 1 Glularn or solid sawn lumber beam 2.50" Hanger 1304 / 632 IO / 1935 1 14.01" N/A Top Mount Hanger None 2 Glularn or solid sawn lumber beam 3.50" Hanger 1386 I772 IO I2158 1 14.01" N/A TopMountHanger 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 Top Mount Hanger HWU5.25 (H1=16) -.56112 0 -.56112 0 2 I@ Top Mount Hanger HWU5.25 (H1=16) -Nailing for Support 1: Face: 4-16d , Top 4-16d , Member: 6-10d -Nailing for Support 2: Face: 4-16d , Top 4-16d , Member: 6-10d DESIGN CONTROLS: Shear (Ibs) -2131 -2131 6198 Passed (34%) Vertical Reaction (Ibs) 2131 2131 6198 Passed (34%) Moment (Ft-Lbs) 14238 14238 23767 Passed (60%) Live Load Defl (in) 0.575 1.205 Passed (U503) Total Load Defl (in) 0.861 1.607 Passed (U336) Maximum Design Control Control -Deflection Criteria: MINIMUM( LL: U240,TL:U180). Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species N/A No 0 Douglas Fir N/A No 0 Douglas Fir Location Rt. end Span 1 under Wind loading Bearing 2 under Wind loading MID Span 1 under Wind loading MID Span 1 under Wind loading MID Span 1 under Wind loading -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 4" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum At Carlsbad Building 2 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 0 2003 by Trus Joist, a Weyerhaeuser Business TJIC and TJ-Beam are registered trademarks of Trus Joist. e-I Jolstm,Prom and TJ-Prom are trademarks of Trus Joist. Simpson Strong-Tiel Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. G:\TJCADD\JOB\SC02EO2064\Designs\Sizing\PavBldg2\T~peAlL3.sms *+T:r&ii@!* AXkyct haeuscr Busmess TJ-Beam(TM) 6 06 Serial Number 7002112237 Type "A2" 16" TJIWL65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED User 4 3/i8/2003 11 58 33 AM Page 1 Engine Version 1 6 44 11 Member Slope: .4;12 Roof fIope.Ul2 1 J 25' d All dimensions are horizontal. Product Diagram is Conceptuaf. r---- "V 8 v'A6,'FSiNAj b":>njq ii!c: r:Qt; f;:., LOADS: Analysis is for a Joist Member. 8 i Vertical Loads: ___._____ 4 h~c?: Type Class Live Dead Location Application Comment Fd.. ".. ,, . ."* .. i t Uniform(psf) Roof(l.25) 0.0 15.0 20 To 25' Replaces No LL Under Mech. Unit ,-_ .. '. *. ."*,I .".Llu-.-* p 2 F? piji e%r,:>i! , f ___-, Primary Load Group - Roof (ps9: 20.0 Live at 125 % duration, 15.0 Dead 1600# Mech. Unit over 9 points ___ ~ Point(lbs) Roof(1.25) 0 178 20' SUPPORTS : Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Width Length LivelDeadlUpliftlTotal Depth 1 Glulam or solid sawn lumber beam 2.50" Hanger 642 I 535 IO I 1177 1 14.01" NIA 2 Glulam or solid sawn lumber beam 2.50" Hanger 425 1644 IO I 1068 1 14.01" NIA Detail Other Top Mount Hanger None Top Mount Hanger None HANGERS: Simpson Stronq-Tie@ Connectors support Model Slope Skew Reverse Flanges 1 @ TopMountHanger lTT316. ,4112 0 NIA 2 Top Mount Hanger ITT316. ,4112 0 NIA -Nailing for Support 1 : Face: 2-1 Od , Top 4-1 Od , Member: 2-N10 -Nailing for Support 2: Face: 2- iOd , Top 4-lbd, Member: 2-N10 DESIGN CONTROLS: Shear (Ibs) 1157 1 157 291 2 Passed (40%) Vertical Reaction (Ibs) 11 57 1157 2356 Passed (49%) Moment (Ft-Lbs) 7173 7173 11 169 Passed (64%) Live Load Defl (in) 0.473 1.230 Passed (U625) Total Load Defl (in) 0.923 1.640 Passed (U320) Maximum Design Control Control -Deflection Criteria: MINIMUM(LL:L/24O,TL:U180). Top Flange Top Flange Support Wood Offset Slope Species No 0 Douglas Fir No 0 Douglas Fir Location Lt. end Span 1 under Roof loading Bearing 1 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 4' 3" 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 2 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 0 2003 by Trus Joist. a Weyerhaeuser Business TJI@ and TJ-Beam are registered trademarks of Trus Jolst. e-I Joist",Pro" and TJ-Prom are trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCAUD\JOB\SCOZEO2064\Designs\S~z~ng\PavBldgZ\TypeA2.sms Type "B & BI" Load Case #I +qqTkvpbi+? Awrhacuscr Business TJ-Bearn(TM) 6 06 Serial Number 70021 12237 Page 1 Engine Version 1 6 44 User 4 3/28/2003 1 45 39 PM 14" TJWL65 @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED c 25' J All dimensions we horizontal. Product thagrarn is Comeptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead SUPPORTS : Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 2.50" Hanger 667 I500 IO I 1167 1 14.01" NIA TopMountHanger None 2 Glulam or solid sawn lumber beam 2.50" Hanger 667 I500 IO I 1167 1 14.01" NIA Top MountHanger None HANGERS: Simwon Stronq-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger ITT314 ,4112 0 NIA No 0 Douglas Fir Top Mount Hanger ITT314 ,4112 0 NIA No 0 Douglas Fir 2 '8 -Nailing for Support 1: Face: 2-10d , Top 4-10d, 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) 1147 -1 147 2656 Passed (43%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1147 11 47 2356 Passed (49%) Bearing 2 under Roof loading Moment (Ft-Lbs) 7052 7052 9569 Passed (74%) MID Span 1 under Roof loading Live Load Defl (in) 0.700 1.230 Passed (U422) MID Span 1 under Roof loading Total Load Defl (in) 1.225 1.640 Passed (U241) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:U240.TL:UI 80). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum At Carlsbad Building 2 Roof Carlsbad, CA SC02E02064 P OPERATOR INFORMATION: -I Steve Bennett U3te __ Jo!? riatjL; . .-..- 1 Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch , CA 9261 0 Phone : 949-455-8252 Fax : 949-616-1616 ben netsa@trusjoist. corn ....... .W." Copyright b 2003 by Trus Joist, a Weyerhaeuser Business TJIO 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\SCO2EOZO64\Designs\Sizing\PavBldgZ\Type~ and B1LCl.sms /- Type "B & B1 " Load Case #2 ,+J-f-pie AWyahxeuzer Businus TJ-Beam(TM) 6 06 Serial Number 7002112237 Page 1 Engine Version 1 6 44 User 4 3/28/2003 1 44 40 PM 14" TJl@/L65, 2 plies @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED All dimensions are horizontal. 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(1.25) 573 434 21' Head-out for Roof Hatch SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Glulam or solid sawn lumber beam 2.50' Hanger 732 I550 / 0 I1282 1 14.01" N/A Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.50 Hanger 1152 / 869 IO I2021 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 Top Mount Hanger LBV314-2 -.56/12 0 N/A No 0 Douglas Fir 2 I@ Top Mount Hanger LBV314-2 -.56/12 0 N/A No 0 Douglas Fir Flanges Offset Slope Species -Nailing for Support 1: Face:+tdd , Top 4-1 6d , Member: 2-N10 -Nailing for Support 2: Face:Y-IGd , Top 4-16d , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -1 994 -1994 5312 Passed (38%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1994 1994 5312 Passed (38%) Bearing 2 under Roof loading Moment (Ft-Lbs) 8529 8529 191 37 Passed (45%) MID Span 1 under Roof loading Live Load Defl (in) 0.41 5 1.205 Passed (U696) MID Span 1 under Roof loading Total Load Defl (in) 0.728 1,607 Passed (U397) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:U240,TL:UI 80). -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. The Forum At Carlsbad Building 2 Roof Carlsbad, CA SC02E02064 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 -II -__I --. -.r* Copyright 0 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-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SC02EO2064\Designs\Sizing\PavBldg2\TypeAlLZ.sms I3 ~&>.$%&3jp?hiitq AWyrhacurr l)urmrsr TJ-Beam(TM) 6 06 Serial Number 70021 12237 Type "82" 14" TJ181L65 @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED User 4 3/28/2003 2 i4 02 PM Page 1 Engine Version 1 6 44 A t7' 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 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Wind(1.33) 100.0 0.0 7' 3" Parapet Brace SUPPORTS : Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/Uplift/Total Depth 1 Glulam or solid sawn lumber beam 2.50" Hanger 543 / 349 I 0 I891 1 14.01" NIA Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.50" Hanger 524 / 352 I 0 I 876 1 14.00" NIA Top Mount Hanger None -Web stiffeners are required at support(s): 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements HANGERS: Simpson Strona-TieB Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood 1 8 Top Mount Hanger ITT314 .4/12 0 N/A No 0 Douglas Fir 2mp Mount Hanger W1314g sm.4/12 65 (Right) N/A NO 0 Douglas Fir Flanges Offset Slope Species -Nailing for Support 1: Face: 2-14, Top 4dOJ , Member: 2-N10 -Nailing for Support 2: Face: N/A, Top 2-N10 , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 872 872 2826 Passed (31%) Lt. end Span 1 under Wind loading Vertical Reaction (Ibs) 872 872 2507 Passed (35%) Bearing 1 under Wind loading Moment (Ft-Lbs) 3858 3858 10181 Passed (38%) MID Span 1 under Wind loading Live Load Defl (in) 0.213 0.850 Passed (L/959) MID Span 1 under Wind loading Total Load Defl (in) 0.343 1.134 Passed (L/596) MID Span 1 under Wind loading -Deflection Criteria: MINIMUM(LL:L/240,TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 5" O/C unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -.- --2- -_ Carlsbad. CA --2. 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 TJIo 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 oi Simpson Strong-Tie Company, Inc. G:\TJCADD\JOB\SC02E02064\Deslgns\S~z~ng\PavBldg2\T~eB2.sms , Y' , .. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 05-09-2003 Plan Check Revision Permit No: PCR03048 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 03/11/2003 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 05/09/2003 Issued: 05/09/2003 Project Title: FORUM-BLDG 2-REV FENESTRATION Inspect Area: 191 5 CALLE BARCELONA CBAD COLUMNS,ROOF FRAME,ELECTRIC Applicant: NADEL ARCHITECTS Owner: Plan Check Revision Fee Additional Fees $240.00 $0.00 Total Fees: $240.00 Total Payments To Date: $0.00 Balance Due: $240.00 q @0/3 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE US PLAN CHECK N EST. VAL. Plan Ck. Deposit Date Fax # Name ' address City Statelzip Telephone # (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 IChapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code1 or that he IS exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5-b~ any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$5001). Name Address City Statelzip Telephone # State License # License Class City Business License # Designer Name Address City StatalZip 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 1$1001 OR LESS1 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. WARNINO: Failure to sacura workan' compensation coveraw Is unlawful, and shall subject an employer to crimlnal penalties and clvil fines up to one hundred thousand dollars 1$100.0001, In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest end attorney's fees. 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 owing reason: 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. 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 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 / contractors license number): Business and Professions Code for this reason: 4. number I 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 / 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 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? 0 YES 0 NO Is the facilii to be constructed within 1,000 feet of the outer boundary of a school site? 0 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. 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 readfhe 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 fo EXPIRATION: Every permit is authorized by such perm at any time after the wo APPLICANT'S SIGNAT and demolition or construction of structures over 3 stories in height. provisions of this Code shall expire by limitation and become null and void if the building or work e date of such permit or if the building or work authorized by such permit is susp nded or abandoned ection 106.4.4 Uniform Building Code). DATE qAibs EsGil Corporation In Partnership witfi Government for @uiCfing Safety DATE: April 23,2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3776(PCR03048)Rev SET: I PROJECT ADDRESS: 1915 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 2) lxl 0 0 0 w 0 w 0 PLAN REVIEWER 0 FILE 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 #: REMARKS: Revision to 01 -3776 (PCR03-48) includes structural changes, revised location of columns, footings, etc per attached summary from the Architect dated March IO, 2003. By: Abe Doliente Enclosures: Mail Telephone Fax In Person Esgil Corporation 0 GA MB EJ fl PC 411 3/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 -. .. - Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Carlsbad 01 -3776(PCR03048)Rev April 23, 2003 VALUATION AND PLAN CHECK FEE By Ordinance JURISDICTION: Carlsbad PLAN CHECK NO.: 01- 3776(PCR03048)Rev PREPARED BY: Abe Doliente BUILDING ADDRESS: 1915 Calle Barcelona DATE: April 23,2003 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Bldg. Permit Fee by Ordinance A ~ ~ __.__ - Plan Check Fee by Ordinance -I Type of Review: Complete Review 0 Structural Only ~ UTFee 0 Other Repeats Hourly -1 How* _- Esgll Plan Review Fee Based on hourly rate Comments: I $1 20.00) I $96.001 Sheet I of 1 macvalue.doc EsGil - Corporation In BartnersCip with @vemment for CBuiliiing Safety DATE: March 24,2003 JURI SDl CTI ON: Carlsbad PLAN CHECK NO.: 01-3776(PCR03048) SET: I 0 FILE PROJECT ADDRESS: 1915 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 2) w 0 El 0 w 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: 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: Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 3/13/03 tmsrntldot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 0 1 -3776(PCR03048) March 24,2003 VALUATION AND PLAN CHECK FEE Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code JURIS DI CTl ON : Carlsbad 3776( PCRO3048) cb BY Ordinance PREPARED BY: Abe Doliente BUILDING ADDRESS: 1915 Calle Barcelona PLAN CHECK NO.: 01- DATE: March 24,2003 I I- 1 Bldg. Permit Fee by Ordinance 'I Plan Check Fee by Ordinance v Type of Review: 0 Complete Review I $240.00 I Structural Only 0 Other Hourly 1-1 Hours* Esgil Plan Review Fee I $192.00) Based on hourly rate Comments: Sheet1 of 1 macvalue.doc 7Cr. c34g BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.: CB BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSORS PARCEL NUMBER: EST. VALUE: INEERING DEPARTMENT DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans andlor specifications to this office for review. information andlor 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. By: Date: A Right-of-way permit is required prior to construction of the following improvements: By: Date: By: Date: AlTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-way Permit Application ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (7601 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Right-of-way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet Carlsbad Tract: A-4 1 Rsv. 7/1uoO BUILDING PLANCHECK CHECKLIST SITE PLAN 1ST 2ND 3RD 0 0 0 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 D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 0 0 0 2. Show on site plan: 0 0 CI 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. 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. 711uoO BUILDING PLANCHECK CHECKLIST 1 ST 0 0 0 0 2ND 0 0 DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 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: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) 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 18.40.040. Public improvements required as follows: 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 BUILDING PLANCHECK CHECKLIST 1 ST 0 ' !. 0 0 0 0 0 2N0 0 0 0 0 0 0 3RD 0 0 0 0 0 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: 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: 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: ' 6d. No Public Improvements required. SPECIAL NOTE: Damaqed or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the Citv Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 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 Gradina Permit must be issued and rouqh crradinq mproval obtained prior to issuance of a Buildins Permit. . Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H.\WOROZDOCStUiKLST\BuiMing Plancheck Cklsl Form (Generic 7-1CW).da 4 Rev 711uoO 1ST 2ND 3RD oon 000 000 000 000 000 000 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: IO. 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. 1 1. Cl Required fees are attached P 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. All single family dwelling units received "standard" 1" service with 5/8" service. 5 Rev. 7/14/00 BUILDING PLANCHECK CHECKLIST IST 2ND 3RD 0 If owner/developer proposes a size other than the "standard", then ownerldeveloper 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 I00 gpm) 1v 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 0 Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve 0 Total Sprinkler heads listed (with gpm use per head) 0 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 b IST 2ND 3RD BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation servicesheters to a new recycled water line in the future. 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. 7114lCQ nno PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. V.Q. 03 04% Address \4\5 ea Va- 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: 1 Legend: Item Complete Item Incomplete - Needs your action TYPE Environmental Review Required: 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 TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: 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 CA Coastal Commission Authority? YES NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 921 08-1 725; (61 9) 521 -8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: YES- NO Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determiuation Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst 000 000 oou oclo lnclusionary Housing Fee required: YES - NO __. (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES - NO- lA/P/Ds. Activity Maintenance, enter CB#, 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 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Fire Department 03048 1635 Faraday Ave. x Carlsbad, CA 92008 Fire Prevention (760) 602-4660 n 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 #: 03048 Job Name: Forum Bldg. #2 Bldg #: PCR03048 Job Address: 1915 Calle Barcelona Ste. or Bldg. No. 0 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. 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. 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 # 03048 FD File # Requirements Category: Building Plan Requirement: Pending 05.32 Additional Requirements or Comments City of Carlsbad Fire Department does not allow for water service for AIS Systems to pass under or through building footings. Please reference attached sheet for more details. Page 1 03.17.03 - City of Carlsbad Office of Fire Protection Services Underground Plan Submittal Requirements Plan Requirements 1. A Copy of the applicants C16 license, Business License (City of Carlsbad) and Certificate of Worker’s Compensation or documentation to support exemption. 2. Three (3) sets of plans are to be submitted and shall include the following: 1) Address of job site. 2) 3) 4) Designer’s name and name of company doing installation. Building permit number related to this job. Details of installation to include thrust block, detector check and fire department connections and all valves to be indicating type except street valves. Provide information on how the size of thrust block was determined. Plans shall be drawn by a Registered ErJgineer or licensed contractor: A. B. C. D. E. F. G. H. At no time shall pipes pass under footinns and or foundations. Where a riser is close to building foundations, underground fittings of proper design and type shall be used to avoid pipe joints being located in or under the foundation/footing. Stainless Steel fasteners shall be used, no exceptions. Full flange gaskets shall be used. Corrosion retarding material shall be used on all valves, flanges, fasteners, and must be inspected prior to covering with poly-sleeve. All work is to be covered with poly-sleeve and sealed at both ends. Identification tape or tracer wire shall be placed no less than 12 inches above buried piping, plans shall indicate which method used. Overhead plans shall have been submitted prior to the release of underground plans. Simultaneous submittals cannot be checked Metal caps are required on fire department connections. 1. Fees are to be paid at time of submittal. Underground plans submittal fee is $140.00 per system unless the same contractor installs the underground and overhead. If you have questions on fees, please call (760) 602-4660. Inspection Requirements Call for inspection(s) at least 24 hours in advance (760) 602-4460, after greasing, and before wrapping pipe and pouring concrete for the thrust blocks. Underground will in most applications require the following inspections: I. For piping - grease and wrap of pipe and check size of thrust block. 2. For thrust blocks - after concrete is poured 3. For underground hydro and flush - 48 hours after concrete is poured. Approved plans must be on-site to facilitate inspection. Failed inspections shall incur $55.00 per occurrence and shall be paid prior to re-inspection at 1635 Faraday Avenue. 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4660 FAX (760) 602-8561 @ c1# Hornhow Or. su* 165 awo wlfanla 92121 aaQ(Ul4 -- Hadel Architects Inc E2 kshbstrro Facsimile Transmiission Date: April 1,2003 Regarding: The Forum at Carlsbad Nadol Project Number: 01188 TO: FAX NO.: (760) 602-8559 ATTENTION: Mike Peterson NUMBER OF PAOES: f0 (Including this page) WE ARE SENDING YOU: Cover letter for plan change submittal The C.,y of Carlabad - Bulldlng Dept. THESE ARE: 0 for your approval 0 per your request 0 for your files 0 for review and comment for use on job r] signature Remark Sent per Page Winkler's request If enclosures listed above are not received. notii at once. Very buly yours, Nadel Arcf~itects Inc. cc: File by &h . Steven Kohn. AIA -~ Architects Inc Herben Nadtl. Archited, FAIA Anhiiurc Planninp lnlerioo Mike Peterson City of Cadsbad 1635 Faraday Avenue Carlsbad, CA 92008 Re: The Pavfflon at La Costa Carlsbad, California NADEL #: 01188.00/ /05,3a Dear Mike: March IO, 2003 In order to make this project viable, our client directed us .to revise the architecture, allowing for some changes in the tenant make-up. VEJe have listed below the description of these changes. It is important to note that the bulk of the changes are merely cosmetic in nature, and do not impact the structures themselves, nor do they notably affect the energy performance as it relates to Title 24 requirements. BUILDING 2 ARCHITEC TURqh Sheet A-1 1. Revise architectural fenestration (pop-outs) along Gridtine A from Grldllne 2 to Gridline 5. Add demising wall between Gridline 2 and 5. 2. Sheet A-2 1. Revlse soffits per new floor plan. S heet-A-3 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 iis noted. Provide decorative tile accent details as noted. Sheet A-5 1. Revise Sections 2 and 2A to coordinate with modified floor plan. Sheet S-5 I. Relocate columns along Gridline A. Mike Peterson CITY OF CARLSBAD March 10,2003 NADEL #; 01 188.00 Page 3 of 9 2. 3. 4. Suite tags correded to match leasing site plan. Revised Architectural fentstration (Popouts) along Gtidline A from Gridline 7 to IO. Additional tenant space from Gridline 8 to 10. Sheet A-1.3 1. Install automatic doors as noted and supply electrical power per ._ - manufacturer's recommendations. Add shopping cart screen wall and provide flnish.See also Cletl6. 2. Revise north elevatlon fapde. 3. Sheet A-7 1 1. Revised Mi per modified floor plan. Sh& A-2.2 1. Revised soffits per modified floor plan- Sheet A2.3 1. Revise soffits and soffit lights at entry. See also Sheet E-6 SbsaAu 1. Relocate parapet walls per floor plan along Gridline A from Oridline 3 and 4. SheetA3.2 I. Revised mof plan along Gridline A from Gridline 7 to 10. Sheet A3.3 1. Detail 1: Provide RO., wood curb and install SkYligMs WPP~~ bY tenant. Remove Columns along Gridline IF'. Revise roof, cddcets and parapets according to new design. Add rooffop unb, 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. Revise elevation. 2. 3. 4. 5. 6. 7. Add demrative tile accents 8. Add cart storage screen wall. Add trdlis with architectural stone columns. Add wood stodi-ont at openings. Add stone veneer on northwest mer tower. Add Materials: Stone Veneer, Stone Column, and Copper Roof Revised west elevation from Gridline 7 to 10 to mrdinato with modi fiow plan. Mike Peterson CIM OF CARLSBAD March IO, 2003 NADEL fi 01 188.00 PageZuf9 StmILM I. Adjust roof framing along Gridline A. Shfata 2. Revise Detail 7. sheet $91 0 1. Additional guidelines for moment frames. ELECTRIC4 sllsakl 1. AddLighting. 2. RevIse Panel Schedule 'HP2" 3. Change Switchboard 'MS2" Elevation shQQiE2 1. New Single line Diagram Shat E-3 1- AddJ-boxes. 2. Revise electtical doset and telephone mom size and location. SheetE-4 1. Add/Revise soffit lights. BUlLDlNQ 3 sbeaEl 1. Sheet Index includes mechanical design. ShM-SA-1 1. Revise accessible parking. Add striping for shopping cart storage. ARCH ITECTURqh Sheet A-1.1 1. 2. 3. 4. 5. Shows columns along gridllne 1 to match struotural plans. Add fire sprinkler riser doset, relocate dm, *position trash endosure and backflow assembly. Suite tags corrected to match leadng site plan Revised Archftectural fenestration (Popouts) along Gridline A from Gridline 1 b 4. Relocate demising wall adjacent to Gridline 3. Sheet A-12 1. Note rollup door details, and added wall type key 'E' for interior wall at Gridline 'F.' Shift electrical cabinet along Gridline '7.' Mlke Petemon CITY OF CARLSBAD March 10,2003 NADEL #k 01 188.00 Page 4 of 9 Sheet A42 1. 2. 3. Add decorative tile accents 4. 5. Add awning at Suite ‘A’ loading dock - 3, A42 Add Materials: Stone Veneer, Stone Column, and Capper Roof Revfsed west elevation to coordinate with modified floor plan. Adjust parapet height fram Gridline K to M in south eleWtiUn. sbs?LM2 1. 2. 3. 4. 5. 6. Add dccorathrc tile accents Raise bottom of loading dock canopy to +12’-0’ A,F.F. Revise finish material as noted in legend. Continue new Wlis around northeast mer. Provide demative tile accents as noted on Sheet A5.3. Add Materials: Stone Veneer, Stone Column, and Copper. Roof Sheet A-5.1 1. 2. 3. 4. Add Section 10. 5. 6. Revisedsection8. Modify truck well, screen walls, and trash encbsure. Note outline of loading canopy above. See also A2.3 Sections per new design elevation - 1,2, and 3. Section 7 not used (Similar detail to WA5.2) Sheet A-5.3 1. 2. Add trellis on north-east comer as shown. See also Section 1 Install Decorative tile accents details as noted and referenced from the elevations. Add metal awning. Sheet A-7 1. Revise mice at eave. STRUCTURAL Sheet S-5 1. Revlsed column locations abng Gridline A Sheet S-5A 1. Revise pad footing, 2. Revised column locations along Gridhe A ,Sheet S-56 1. 2. Removed Column symbds along Gridline ‘P. Revise foundation per new storefront elevation. sbsQ!s3 1. 2. AdditionalNotes Revised roof framing abng Gridline A. Mike Peterson CITY OF CARLSBAD March IO, 2603 NADEL #: 01 188.00 Page 6 of 9 s!lwaA I. 2. new glue-lam beam sizes 3. Revise framing to support new tenant equipment already shown on roof. Revised roof framing along Gridline A. sbaus 1. Revise framing to support new tenant equipment already stm on roof. si0 Additional guidelines for moment frames 1. stlwsdl 1. Revise framing. 2. Revised detail 11 and 13. MECHAN ICAL shw!ku! 1. 2. Revlsed NC unit Schedule (Ekctrical-to accept 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 HVAG equipment and distribution as shown. PLUMBING swm 1. 2. Add waste iine for future grease intmeptor (by others). Additional gate valve to new tenant space hm Gridline 8 to 10. ELECTRICAL E-1 1. Add light fixture type. / Sheet E-2 1. 2. Add circuits as noted. Change service to match new tenant layout. sheet E-3 . 1- Noteadded. 2. Intercept existing service conduits as noted, connect and extend to corresponding switchboard. .. Mike Peterson CllY OF CARLSBAD March 10,2003 NAOEL #: 01 188.00 Page 6 of 9 Sheet E4 1. 2. Add J-boxes as shown. Add power to new suites. Sheet E-5 1. 2. Adapt power to new floor plan. Add lighting and power to new sprinkler riser room Sheet E-6 1. 2. Adjust exterior lighting to new plan. Add saffit lighting as shown. Sheet E-7 1. 2. Revise lighting along gridline A and K between gridline 2 to 5. Add wall-mounted security lights and exit lights as shown. BUILDING 4 ARCHITECTURAL Sheet A-1.1 1. 2. ' Revise architectural fenestratlon (pop-outs) along Gridline A and F from Gridline 2 to Gridline J. Additional tenant space between Gridline 4 and Gridline 6. Sheet A-I 4 1. 2. Remove exit comclor along Gridline 6. Revise pop-outs along grid A and F fium grid 6 to grid 7. Sheet A-2.1 8 22 1. Revise Mts per fioor plan. Shed-A-3.1 1. Revise roof plan along grid A and F. 1. Revlse decorative tile accent details as shorn. See elevations for locaions and quantity. Sheet A41 1. Revise architectural fenestrations in elevation view (North). stlwAA2 1. Revise architectural fenestrations in elevation view south:^ She& A-6.1 1. Revise sections 4,546, and 7. Mike Peterson CITY OF CARLSSAD March 10,2003 NADEL #: 01 188.00 Page 7 of 9 Sheet A-52 1. 2. Update datum elemtions on sedion to reference basdine 0'4'. Revise circular decorative tile accent, See elevatbns for location and quantity. Wt A-5.3 1. 2. Revise metal awnings. New details for architectural column. Sbat& 1. Details 2 and 15 to be used. STRUCTURAL Sheet S-3 1. Relocate columns along grid A and F. sb32esA 1. Revise footings and cdumn locations. Sheet S-6 1. Revise roof framing. skE§A 2. Revise roof framing. s!lasz 1. Add footing detail. Sh-t S-10 1. Additional guictellnes for moment frames Shed $1 1 1. Revise Details 6 and 8. PLUMBING sheet P-1.0 1. Conform to all requirements set forth. SheetP2O 0. 1. Revise waste line deanout. sbssIE2 2. Addcircuitstopanel. 1. Revise single line diagram and main switch elevatbn. Mike Petenan CITY OF CARLSBAD March 10,2003 NADEL f: 01 188.W Page 6 of 9 meet-E4 1. Revisepowwrplan. 2. Add poww in utility closets. stlQa3 1. Add J-box to new tenant space. , 2i!dH 1. 2. Add liihts to newtenant space. Add lighting In exit comldor and Uullty Closets. BUllOlNG 8 Sheet A-I 1. Move Gridline 4 for tenant smce adiustment. 2. Relocate demising wall from Gridlin; 3 to Gridline 4. sheet A-2 1. Relocate demising wall per floor plan. ShwM 1. 2. Revise roof at northeast tower Gridline 4 adjustment per floor plan. shsL&l 1. 2. Sheet AS.2 1. 2. 3. Revise Metal Awnings. Add tapered architectural stone columns a6 shown on lalevation and noted on material schedule. Madi location of grid line 4. Provide sqwre and circular decorative tile accents as shown. Locate as referenced on the elevatrons (Sheet A4). STRUCTURAL shSk5 1. Move Gridline 4 fur tenant space adjustment. u 1. 2. shQs4 1 I Relocate Gridline 4 and Ghiiam beam perfloor plan. New Glu-lam beam schedule- GLB2, GLB3 and GLBS Revised detail 19 and 20. f Mike Paatson CITY OF CARLSBAD March 10,2003 NADEL t: 01 188.00 Pago 9 of 9 &!QEQ 1. Revised detail 4,8 and 9. sheet P-1 .O 1. Conform to all requirements set forth. sheet P-2.0 1. Relocate grid line 4. 2. Add waste line. ELECTRICAL Sheet E-2 I. 2. Remove service to eliminated suite, and upgtade remaining ~CBS. Add breakem to House Panel. 3-. Add cirwits to panel. sh!sLH 1. Add power and junction boxes. smua 2. Add lighting and T24-requid controls. Please assist us in a timely review of these changes so that we may stay on schedule to complete what promises to be a beautiful center. 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. J Steven Kohn, AIA Associate cc: Me1 Kuhnd - Thomas Enterprises i k' ! -P P F' F* pi m Y-4 I . .. - ' j: