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Home My WebLink About1925 CALLE BARCELONA; BLDG 5; CB013778; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 12-09-2002 Commercial/lndustriaI Permit Permit No: CBO13778 Job Address: Permit Type: COMMIND Sub Type: COMM Parcel No: Lot#: 0 Status: ISSUED Valuation: $963,396.00 Construction Type: NEW Applied: 12/07/2001 Occupancy Group: Reference #: Entered By: MDP Project Title: THE PAVILION AT LA COSTA Plan Approved: 12/09/2002 22,923 SF RETAIL STORE, BLDG # 5 Issued: 12/09/2002 Applicant: Owner: NADEL ARCHITECTS 1925 CALLE BARCELONA CBAD Inspect Area: 3026 l2/09/02 0002 01 02 STE 165 5465 MOREHOUSE DR 92121 858 552-8424 CGF 81840.96 Total Fees: $81,840.96 Total Payments To Date: $2,046.93 Balance Due: $79,794.03 Building Permit Addl 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 $2,989.60 $0.00 $1,943.24 $0.00 $0.00 $202.3 1 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Addl Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees $0.00 $0.00 $0.00 $46,335.00 $17,533.81 $0.00 $0.00 $0.00 $1 1,500.00 $0.00 $77.00 $1,260.00 $0.00 $0.00 $0.00 $0.00 $0.00 NOTICE: Please take NOilCft'that approval of your project includes the 'I~~ition" 6f fees, dedications, reservations, or other exactions hereafter collectively referred to as "feedexactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. .I PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday AvQarlsbad CA 92008 147s Business Name (at this address) 3 Description of Work # of$tories # 01 bedrooms It of Bdhrooms Name Address Citv Telephone # Fax # also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisiins of the Contractor's License Law [Chapler 9. commending with Section 7000 of Division 3 of (he Business and Professions Codel or thal he is exempt therefrom. and lhe basis for the alleged exemption. Any violalion of Section 7031 5 by any apprmnt for a perml subjects the applicant to a civil penally of not more then five hundred dollars [$500]). Name Address City Statenip Telephone II State License t License Class City Business License I Designer Name Address City Statelzip Telephone t State License t 0 for vvhich this permH is issued. 0 worker's compensation insurance carrier and policy number are: Insurance Company Poky No. ' Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF ME PERMIT IS FOR ONE HUNDRED DOLLARS [SlOO] OR LESS) 0 I carti@ that in the performance of the work for which this permil is issued, I shall not employ any person in any manner so as to become subjed to the Workers' Compensation Laws of California. WARNING: Falun to %urn workers' conpensaBon covennge k unlawful. and shall subjrct an enpl0y.r to criminal penalties and clvil fines up to one hundred thousand dollan(S1 OO.Oo0). In addWon to tha cost d campenation. damges are provided for in Section 3706 of the Uboc Coda. Intemst and attorney's fees. SIGNATURE DATE I have and will maintain a ceficate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code. for the peiforrnance of the work I have and vvill maintain worker's compensation, as required by Sediion 3700 of the labor Code. for the performance of the work lor Mich this permit is issued. My CERTIFICATE OF EXEMPTION: w$$q@% &E% ,% I hereby plfm, that I am exempt from (he Contraclots License Law for the fdbwing reason: 0 1, as Owner of the properly or my employees wilh wages as their sole compensation. will d the work and the structure is not intended or offered for sale (Set. 7044. Business and Pfufessions Code: The Contrador's License Law does no! apply to an owner of property who builds or improves thereon. and who does such work himself or through his own employees, provided lhat such improvements are not intended or offered for sale. If, however. the building or improvement is sold within one year Of completion, the omer-builder vhtl have the burden of pmving that he did not build or improve for the purpose of sale). I. as Owner of the propedy. am exdusively contracting wilh licensed contractors to construd !he prow (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply IO an owner of property who builds or improves thereon, and contracts for such projmis vrilh conlractor(s) licensed pursuant to (he Contractor's License Law). D 1. 2. 3. 4. 5. I am exempt under Section I pemnally plan lo provide the major labor and materials for construction of the proposed propedy improvement. 0 YES I (havdhave not) signed an appliitbn for a building permit for thn proposed work. I have contraded with the folkwing person (km) to provide the proposed mnstrudion (Indude name I address I phone number I contradon liceiise tiumber). I plan to provide portions of the work, but Iontractors license number): I 1 Will provide some of the work. Business and Professions Code for this reason: x NO person to coordinate. supervise and provide the major work (indude name I address I t elf lkwing persons to provide Ihe work indicated (indude name I address I phone n mber I ri -..//I \- I / & 1 V PROPERTY OWNER SIGNATURE DATE \" *, PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Sections 25605.25533 or 25534 of the Presley-Tanner Hazardous Subslance 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 managemenl district? Is the faciiily to be constructed within 1 ,O00 feet ofthe 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 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(1 LENDER‘S NAME LENDERS ADDRESS ordinances and Stale lews relating to building construdion. I hereby authorize representatives of the City of Carklbad to enter upon the above mentioned properly for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CAKUBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA perm8 is mquired for excavations of 5‘0” deep and demolion or consfrudbn d sltudures over 3 stories in height. EXPIRATION: Every permit baed by the building OPTcial under the provisions of this Code shall expin, by limitation and become null and void if Ihe building or work authomed by such permit n not mmmenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the rrork is mmmenced for a perkd of 180 days (Sedimn 106.4.4 Uniform Building Code). APPLICANTS SIGNATURE DATE , 'RE.' CarIslmdTract#9248 The Forum at Caridmi I. .. vktern Dhrislon 1935-7PCalk6wccbna . . CaM, CWbrn& 92009 76W479-0634 &e . 760;/47%0639 fk em 01 CallSb8d Final Building Inspection Dept: Building Enwng Planning CMWD St Lite Plan Check #: Permit It: CBOl3778 Project Name: Address: 1925 CALLE BARCELONA Contact Person: Phone: Sewer Dist: Water Dist THE PAVILION AT LA COSTA 22,923 SF RETAIL STORE, BLDG # 5 Lot: Fire Date: Permit Type: Sub Type: 0 1 1 /03/2003 COMMIND COMM .......................................................................................................................................................... Date Inspected: //03f03 Approved: Disapproved: Inspected By: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ........................................................................................................................................................... City af CarlSb8d Final Building lnsuection Dept: Building Engineering Planning CMWD St Lite Plan Check I: Permit It: Project Name: Address: Contact Person: Sewer Dist: CBO13778 THE PAVILION AT LA COSTA 22,923 SF RETAIL STORE, BLDG # 5 1925 CALLE BARCELONA Phone: Water Dist: Lot: Date: Permit Type: Sub Type: 0 1 1 /03/2003 COMMIND COMM .......................................................................................................................................................... Inspected Date By: -A -- Inspected: ‘h ? Approved: - Disapproved: v Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ........................................................................................................................................................... Comments: Inspection List Permit#: CB013778 Type: COMMIND COMM THE PAVILION AT LA COSTA 22,923 SF RETAIL STORE, BLDG # 5 Date Inspection Item Inspector Act Comments - 02/24/2004 a9 02/24/2004 89 11/25/2003 29 1 1 /20/2003 89 1 111 912003 89 10/24/2003 39 0711 612003 17 0711 1 I2003 17 06/26/2003 17 06/25/2003 18 06/20/2003 15 0611 812003 14 0611 712003 14 0611 612003 14 0611 1 I2003 14 06/06/2003 13 05/30/2003 11 05/28/2003 13 05/23/2003 34 05/22/2003 13 05/20/2003 13 05/20/2003 14 05/20/2003 15 0511 912003 24 0511 912003 34 0511 412003 13 0511 412003 1 7 0511 312003 13 0511 312003 15 05/09/2003 83 05/08/2003 83 05/05/2003 83 05/01 12003 83 0411 512003 13 0411 512003 14 0411 412003 14 03/31/2003 11 03/31/2003 12 03/27/2003 11 03/25/2003 11 03/25/2003 12 Final Combo Final Combo Final Plumbing Final Combo Final Combo Final Electrical Interior LathIDrywall Interior LathIDrywall Interior LathIDrywall Exterior LathIDrywall RoofIReroof FramelSteeVBoltingNVeldin FramelSteeUBoltingNVeldin FrarnelSteeUBoltingNVeldin FramelSteeVBoltingNVeldin Shear PanelsIHD's Ftg/Foundation/Piers Shear Panels/HDs Rough Electric Shear PanelsIHDs Shear PanelsIHDs FrarnelSteeUBoltingNVeldin RoofIReroof Roughflopout Rough Electric Shear PanelsIHD's Interior LathIDrywall Shear PanelsIHD's RoofIReroof Roof SheathingIExt Shear Roof SheathingIExt Shear Roof SheathingIExt Shear Roof Sheathing/Ext Shear Shear PaneldHDs FramelStee UBoltingNVeldin FramelSteeUBoltingNVeldin FtgIFoundationlPiers SteeVBond Beam FtgIFoundationlPiers FtgIFoundationlPiers SteeUBond Beam PS PS PS PS PS PS PS PS PS PS PS PS PS PS PY PS PS RB TP TP TP TP PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS AP RI NR PA co AP AP NR co AP NR AP PA co co PA AP co NR NR wc AP AP CA CA AP wc co AP NS CA co NR wc PA CA AP AP PA co wc TEMP APPROVAL UNTIL 12/2/03 HOUSE PANEL EMR ELEC RM SAME AS LAST CORRECTION-SEE ATTACHED NOTICE TOWER S6A DETAIL 3 SHOWS PL 114X4X8 STOP P I N G DIMONDS DID NOT BUILD TOWER PER PLAN ON PARTIAL INSP Q SOFFIT BOTH SIDES - TOWER DRAFT EXT. PLY Q WALLS MANS ROOF & PARP. WALLS SHTING NOT LATHED OR ROOF NOT LOADED DUE TO FIRE DEPT LETTER TJI BRACING NOT PER PLAN LS90 Q LEDGER YELOOW ON PLANS BY VINCE - RAINED OUT NOT FRONT TOWER MISSING STEEL IN ALL POPOUTS AND STEEL AT HOLD DOWNS Wednesday, February 25,2004 Page 1 of 2 03/21/2003 11 Ftg/Foundation/Piers PS AP NOTED ON PLANS 03/21/2003 21 UndergroundAJnder Floor PS AP ROOF DRAINS STUB OUTS 03/20/2003 1 1 Ftg/Foundation/Piers PS NR 03/06/2003 21 Underground/Under Floor PS AP 03/07/2003 1 1 Ftg/Foundation/Piers PS PA PAD FTG HI-LITED ORANGE Wednesday, February 25,2004 Page 2 of 2 City of Carlsbad Bldg Inspection Request For: 02/24/2004 Permit# CB013778 inspector Assignment: PS Title: THE PAVILION AT LA COSTA Description: 22,923 SF RETAIL STORE, BLDG # 5 Type: COMMIND Sub Type: COMM Job Address: 1925 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 9097723766 Inspector: z Total Time: Requested By: JEFF Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical PCR03052 PCR03097 PCRO3105 PCR03109 PCR03114 PCRO3168 PCR03170 Associated PCRsKVs ISSUED ISSUED THE FORUM@CBAD-BLDG 5; DEFFERED ROOF TRUSS SUBMITTAL THE FORUM @ CARLSBAD; NEW MECHANICAL SHEETS ISSUED FORUM-MOVE WALL,DECORATIVE CHANGES-BLDG 5 ISSUED FORUM-BLDG 5-REVISE STRAP@TOWE ISSUED THE FORUM; ANCHOR BLTS, BRACING ISSUED THE FOURM BLDG 5 REV ELEC; ISSUED FORUM BLDG 5-SHEETS-AI.l,A2.2; A3.2,A4.1,A.5.2-STONE BASE, &METAL AWNIN( Date 1 1/25/2003 1112012003 1 111 912003 10124/2003 0711 612003 0711 112003 06/26/2003 06/25/2003 0612Ol2003 inspection History Description 29 Final Plumbing 89 Final Combo 89 Final Combo 39 Final Electrical 17 Interior LathlDrywall 17 Interior LatWDrywall 17 Interior LathIDrywall 18 Exterior LathlDrywall 15 RooflReroof Act lnsp Comments NR PS PA PS TEMP APPROVAL UNTIL 12/2/03 co PS AP PS HOUSEPANELEMR AP PS ELECRM NR PS AP PS TOWER NR PS CO PS SAME AS LAST CORRECTION-SEE ATTACHED NOTICE . + City of Carlsbad Bldg For: 06/26/2003 Permit# CBO13778 Title: THE PAVILION AT LA COSTA Description: 22,923 SF RETAIL STORE, BLDG # 5 Type: COMMIND Sub Type: COMM Job Address: 1925 CALLE BARCELONA Suite: Lot Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Total Time: CD Description 17 Interior Lath/Drywall 0 Inspection Request Inspector Assignment: PS Phone: 7604790570 Insuector: P2 Requested By: V C C Entered By: CHRISTINE Associated PCRsKVs PCR03052 ISSUED THE FORUMQCBAD-BLDG 5; DEFFERED ROOFTRUSS SUBMI'ITAL PCR03097 PENDING THE FORUM @ CARLSBAD, NEW MECHANICAL SHEETS PCRO3105 ISSUED FORUM-MOVE WALL,DECORATIVE CHANGES-BLDG 5 PCRO3109 ISSUED FORUM-BLDG 5-REVISE STRAPQTOWE, PCRO3114 ISSUED THE FORUM; ANCHOR BLTS, BRACING lnsuection History Date Description 06/20/2003 15 06/18/2003 14 0611 712003 14 06/16/2003 14 0611 1 I2003 14 06/06/2003 13 05/30/2003 11 05/28/2003 13 05/23/2003 34 05/22/2003 13 05/20/2003 13 05/20/2003 14 05/20/2003 15 0511 912003 24 0511 912003 34 05/14/2003 13 05/14/2003 17 RoofIReroof FramelSteellBoItingnNelding FrameISteeVBoltingnNelding FramelSteeVBoltingnNelding FramelSteeVBoltingnNelding Shear PanelslHD's Ftg/Foundation/Piers Shear PanelslHDs Rough Electric Shear PanelsMDs Shear PanelsMDs FramelSteeVBoltingnNelding Roof/Reroof Rougmopout Rough Electric Shear PanelsIHDs Interior LathIDrywall Act lnsp NR PS At PS PA PS co PS co PS PA PY AP PS co PS NR RB NR TP WC TP AP TP AP TP CA PS CA PS AP PS wc PS Comments S6A DETAIL 3 SHOWS PL 1/4X4X8 BOTH SIDES - TOWER DRAFT STOPPING DIMONDS DID NOT BUILD TOWER PER PLAN ON PARTIAL INSP @ SOFFIT EXT. PLY @ WALLS MANS ROOF & PARP. WALLS SHTING NOT LATHED OR ROOF NOT LOADED CITY OF CARL6gAD c NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE r FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES c PHONE @ BUILDING INSPECTOR CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 03/2 1 /2003 Permit# CBO13778 Inspector Assignment: PS Title: THE PAVILION AT LA COSTA Description: 22,923 SF RETAIL STORE, BLDG # 5 Type: COMMIND Sub Type: COMM Job Address: 1925 CALLE BARCELONA Suite: Lot 0 . Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: REINSPECTION INSPECTION Total Time: Phone: 7604790570 Inspector: !e Requested By: ROBERT Entered By: CHRISTINE CD Description Act Comment 21 UndergroundNnder Floor @ N L Associated PCRs/CVs InsDection History Date Description Act lnsp Comments 03/06/2003 21 Undergroundunder Floor AP PS PCR03052 PENDING THE FORUM @ CARLSBAD; DEFFERED ROOF TRUSS SUBMTI'AL 03/07/2003 1 1 Ftg/Foundation/Piers PA PS PAD FTG HI-LITED ORANGE d Permit# CBO City of Carlsbad Bldg Inspection Request For: 03/07/2003 3778 Title: THE PAVILION AT LA COSTA Description: 22,923 SF RETAIL STORE, BLDG ## 5 Type: COMMIND Sub Type: COMM Job Address: 1925 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: AM PLEASE Total Time: Inspector Assignment: PS Phone: 7604790570 Inspector: = Requested By: VINCE Entered By: CHRISTINE e-&* CD Description 11 FtglFoundationlPiers I Associated PCRs/CVs Inspection History Date Description Act lnsp Comments 03/06/2003 21 UndergroundNnder Floor AP PS City of Carlsbad Bldg For: 03/06/2003 Permit# CBO13778 Title: THE PAVILION AT LA COSTA Description: 22,923 SF RETAIL STORE, BLDG # 5 Type: COMMIND Sub Type: COMM Job Address: 1925 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Total Time: Inspection Request Inspector Assignment: (-23 Phone: 71 4981 2905 Inspector: Requested By: ROBERT Entered By: ROBIN 2bcomment CD Description 21 Undergroundunder Floor Associated PCRs/CVs Inspection Histoty Date Description Act lnsp Comments CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE TIME PERMIT NO. FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES PHONE @ CODE ENFORCEMENT OFFICER May 07 03 08:31a Bernadette (949) 599-0880 I Civil Engineering, Tnc. PLANNING * ENClNEERIP!G * SURVEYING March 6,2002 CITY OF CARLSBAD 1635 Faraday Carlsbad. CA 92008-7314 Atiention: Mr. Paul Smith City Building tnspector The Pavilion at La Costa Rough Grade Certification Regarding: Reference: Grading and Erosion Control Plans for The Pavilion at La Costa Drawing No. 398-44 Dated 4/22102 Dear Mr. Smith: I hereby certify that the line and grade for the slab forms of building number 5 have been completed and is in conformance with the grades shown on the approved plans. Very truly yours, MAYERS & ASSOCIATES CIVIL ENGINEERING, INC. p7y Dru J. Mayers, RCE 38474 Office Locafions Orange County Los Angeles Corporate Branch: 2992 E. La Palma Avenue Suite A Anaheim, CA 92806 Tel: 71 4.632.2999 Fax: 714.632.2974 San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537399 Fax: 858.5373990 Inland Empire 14320 Elsworth Street Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491.2990 www,mtglinc.com FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING Date: October 13,2003 To: City of Carlsbad Building Department 1635 Faraday Avenue Carlsbad. CA 92008 Project No: 3 1 15-EO2 LogNo: 3-907 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. PERMITNO: CB 013788 PROJECT ADDRESS: 1925 Calle Barcelona (Building 5) Carlsbad, California I declare under penalty of perjury that, to the best of my knowledge, the work requiring special inspection, material sampling and testing, for the structure/s constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on: October 13,2003 The work which we provided Special Inspection consisted of : Reinforced Concrete, Structural Steel Field elding, Ultrasonic Testing and Dowel's Epoxy Anchorage. If the inspection services were provided by an approved material testing laboratory or special inspection ency: ISTING AGENCY: MTGL, Inc. 7313 Carroll Road, Suite G San Diego, CA 92121 3PONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INtPECTION 3ENCY: \ME (PRINT OR TYPE): Eduardo C. Dizon ate of California Registration Number: C 57217 Expiration Date: , If the inspection services were provided by an independent certified special inspector: 'ECIAL INSPCETORS NAME (PRINT OR TYPE): :GIST ATION NUMBER: EXPIRATION DATE: GNATURE: NA 1213 1/05 EsGil Comoration ~ I ~ - -~- In Tamership with Government for BuiHing Safety ./TE: April 18, 2002 J URlS DI CTl ON: Carlsbad PLAN CHECK NO.: 01-3778 SET 111 PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) cl El IXI 0 a CANT 0 FILE EVIEWER 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 hds been completed. Person contacted: Telephone #: Date contacted: Mail plans are signed. 2.The City Building Official shall review and approve the special inspection program submitted by the applicant. 3. Provide documentation to show that the center is provided with at least 60 fi yard dead (no build zone) around the outside perimeter of the complex. By: Abe Doliente Esgil Corporation [7 GA 0 MB 0 EJ PC 4/9/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 -. - EsGil Cornoration Zn !&zrtncrship with Government for BuiGiing Sufety DATE: February 28,2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3778 SET: I1 PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) 0 0 El IXJ IXI 0 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: Nadel Architects] Inc. 5465 Morehouse Drive, Suite 165, San Diego, CA 921 21 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steven Kohn Date contacted: 2 12 8 Ib2 (by: g~ ) REMARKS: Telephone #: 858/552-8424 Fax #: (%Sf) 552. 69z9 Mail *elephone Fax c/ In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 2/19/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3778 February 28, 2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3778 PROJECT ADDRESS: 1925 Calle Barcelona SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/19/02 REVIEWED BY: Abe Doliente DATE RECHECK COMPLETED: February 28, 2002 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 01-3778 February 28,2002 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercialhndustrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: I. Deliver all corrected sets of plans and calculationsheports 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 calculationsheports 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 signa fures. 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 city. Clearly designate any side yards used to justify increases in allowable area based on Section 505. The cover sheet shows unlimited area for all the buildings. Clarify the dimension between building 3. To have unlimited area, 60 ft yard around the buildings are required. City to approve. Complete and recheck the call-outs and cross references to the details. Refer to sheets Al.1, A1.2, A4.1 and A5.1. 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 921 23; 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. Carlsbad 01-3778 February 28, 2002 ELECTRICAL, PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen *:* Plumbing and mechanical plans have not been provided for this plan check (or are necessarily required). Please confirm with the architect if plumbing and/or mechanical plans are to be part of this shell package. The response for all building was “The pIans have been modified to include the On-site improvement drawings which contain the requested information” and “This information noted on the attached improvement plans”. 0 I could notfind either of the above responses on theplans. PLUMBING (1997 UNIFORM PLUMBING CODE), MECHANICAL (1997 UNIFORM MECHANICAL CODE), & ENERGY CONSERVATION 7. 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 list (or a copy) where the corrected items have been addressed on the plans. EsGil Corporation In Tartmrship zuitb Government for BuiUinSrSafety DATE: December 19,2001 JURI SDl CTl ON : Carlsbad PLAN CHECK NO.: 01-3778 0 FILE SET: I PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) 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: 11 -u 4‘ (by:k ) Fax #: REMARKS: Telephone #: 8581552-8424 MailV Telephone J Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 12/10/01 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3778 December 19, 2001 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 01-3778 JURISDICTION: Carlsbad OCCUPANCY: M USE: Stores TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 22,938 SF ALLOWABLE FLOOR AREA: Unlimited STORIES: 1 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 765 REMARKS: 60 ft around plus sprinklers for unlimited area. DATE PLANS RECEIVED BY JURIS D I CTI 0 N : DATE PLANS RECEIVED BY ESGIL CORPORATION: 1211 0/01 DATE INITIAL PLAN REVIEW COMPLETED: December 19,2001 PLAN REVIEWER: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and 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 speed UD the recheck process, please note on this list (or a copy) where each correction item has been addressed, Le.. plan sheet number. specification section, etc. Be sure to enclose the marked UD list when you submit the revised plans. Carlsbad 01-3778 December 19,2001 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaMndustria1 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 calculationslreports 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? REMARKS SOILS COMPLIANCE PRIOR TO FO U N DATION I N S P ECT IO N X STRUCTURAL CONCRETE X OVER 2500 PSI FIELD WELDING X DESIGNER-SPECIFIED OTHER 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 01-3778 December 19,2001 0 SITE PLAN 4. 5. 6. 7. 8. 9. IO. 11. 12. Clearly designate any side yards used to justify increases in allowable area based on Section 505. The cover sheet shows unlimited area for all the buildings. Clarify the dimension between building 3. To have unlimited area, 60 ft yard around the buildings are required. EXITS In areas where the occupant load is at least 50, two exits are required. Table IO-A. Clearly show the required exits. 0 EXITSIGNS Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1003.2.8.2. If exit signs are required, provide the following notes on the plans, per Section 1003.2.8.2: a) Exit signs shall be located as necessary to clearly indicate the direction of egress travel. No point shall be more than 100 feet from the nearest visible sign. Exit signs shall be readily visible from any direction of approach. b) Show two sources of power for the lamps at exit signs. Section 1003.2.8.5. Show that exits are lighted with at least one foot candle at floor level. Section 1003.2.9.2. Show separate sources of power for exit illumination. (This applies to rooms where the occupant load exceeds 99). Section 1003.2.9.2. ROOFS Specify on the plans the following information for the roof materials, per Section 106.3.3: for the tile roof. a) Manufacturer's name. b) Product namehumber. c) ICBO approval number, or equal. 0 FIRE EXTINGUISHING Note on the plans: "When serving more than 100 sprinkler heads, automatic sprinkler systems shall be supervised by an approved central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location." Section 904.3. Carlsbad 0 1-3778 December 19, 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 he/she review the foundation excavations. Note on the foundation plan that “Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: (When required by the soil report). a) 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 10 foot intervals both vertical and horizontal ; At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings; In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in-line with the run of stairs if the walls under the stairs are unfinished; In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials; and b) c) d) Carlsbad 01-3778 December 19,2001 20. 21. 22. 23. 24. 25. 26. 27. 28. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceilinq 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. Clearly cross reference the trusses with the roof framing plans. There are several beams and headers called out along the outside perimeter of the building. Cross reference the calculations and the plans. Show 6 X 8 DF # 1 king post to support the GLB’s at grids 1 & 8 as called out on sheet 5-23 of the structural calculations. Refer to sheet S6 and S6A of the plans ADDITIONAL Complete and recheck the call-outs and cross references to the details. Please see the following corrections for electrical, plumbing, mechanical and energy. 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. 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 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. Carlsbad 01-3778 December 19,2001 ELECTRICAL, PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen ELECTRICAL (1 996 NATIONAL ELECTRICAL CODE) 1. 2. 3. 4. The electrical is fine as submitted. PLUMBING (1997 UNIFORM PLUMBING CODE) 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. 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. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix ‘D’. MECHANICAL (1 997 UNIFORM MECHANICAL CODE) 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. Carlsbad 01-3778 December 19,2001 Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Eric Jensen at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. NOTE: SITE DEVELOPMENT WHICH INCLUDES DISABLED PARKING SPACES, CUR6 RAMPS, WALKS & SIDEWALKS AND PEDESTRIAN RAMPS ARE UNDER PLAN CHECK NO. 01-3780. . e ENTRANCES AND CIRCULATION 1. 2. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 1133B.l. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the buildina and the public wav, per Section 11 14B.1.2. 3. e DOORS 4. 5. 6. Revise plans, or door schedules to show that every required passage door has 232" clear width, per Section 1 1338.2. 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 1133B.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 2%" lower than the dootway threshold, per Section 1 133.2.4.1. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1 1338.2.5.1 : a) 7. Is to be centered 230" but 144" above floor. Carlsbad 01-3778 December 19,2001 8. 9. 10. 11. 12. 13. b) Latching, or locking, doors in a path of travel are operated with a single effort by: i) Lever type hardware. ii) Panic bars. iii) Push-pull activating bars. iv) Or other hardware designed to provide passage without the requirement to grasp the hardware. Show or note that the lower 10" of all doors comply with Section 1133B.2.6, as follows: a) b) NOTE: Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 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 11 33B.2.4.2: a) 260" in the direction of door swing. b) 248" in the direction opposite the door swing (or 44" if doors don't have latches or closers). 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 10" high smooth panel on the push side of the door. Exception for automatic or sliding doors. 0 SANITARY FACILITIES Sanitary facilities are required to be accessible, per Section 1 115B.1. These requirements shall be checked when tenant improvements are applied for. 0 GENERAL ACCESSIBILITY REQUIREMENTS 0 SIGNAGE 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. Provide a note on the plans stating that the signage requirements of Section 1 1 178.5 will be satisfied. Carlsbad 01-3778 December 19, 2001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 1925 Calle Barcelona -4) PLAN CHECK NUMBER: 01-3778 OWNER'S NAME: Fourth Quarter Properties XI1 I, as the owner, or agent of the owner (contractors may a employ the special inspector), certify that I, or the. architecvengineer 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 706.3.5. - I, as thehtgmec&chitect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed 1. List of work requiring special inspection: Compliance Prior to Foundation fnspection Structural Concrete Over 2500 PSI Strength Bolting Prestressed Concrete uctural Masonry Designer Specified 2. Name(s) of individual@) or firm(s) responsible for the special inspections listed above: A. &j 764 J/ E~&OT h 7S3 @#9Jrcdf//3rJ s-9 B. C. 3. Duties of the special inspectors for the work listed above: A. \H$W,d 7igscEi pole: Speaal inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 01-3778 December 19,2001 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3778 PREPARED BY: Abe Doliente DATE: December 19,2001 BUILDING ADDRESS: 1925 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Valuation Reg. VALUE ($) Multiplier Mod. Stores I 22938 42.00 I 963,396 Amonditioning 22938 3.60 82,577 Fire Sprinklers 22938 1.80 41,288 I I I TOTALVALUE I I I I 1,087,261 Jurisdiction Code Icb IBy Ordinance 1 Bldg. Permit Fee by Ordinance I I Plan Check Fee bv Ordinance I I Type of Review: El Complete Review 0 Structural Only 0 Other Hourly Hour * 0 Repetitive Fee Esgil Plan Review Fee El Repeats 0 I $3,261.69 I $2,120.1 01 I $1,826.551 Comments: Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST 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. w Right-of-way permit is required prior to construction of the following improvements: DATE: PLANCHECKNO.: CB 01- 3 37 BUILDING ADDRESS: I ASSESSOR'S PARCEL NUMBER: 252p4 b 1 - 9 PROJECT DESCRIPTION: 7-3; 9 2-3 corrected plans and/or eview. codes and standards. Date: Date: Date: I By: AlTACHMENTS ENGINEERING DEPT. CONTACT PERSON c] Dedication Application .. 0 Dedication Checklist 0 Improvement Application 0 Improvement Checklist 0 Future Improvement Agreement 0 Grading Permit Application 0 Grading Submittal Checklist Nme: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: Recordation: 0 Right-of-way Permit Application c] Right-of-way Permit Submittal Checklist Carlsbad Tract: and Information Sheet 0 Sewer Fee Information Sheet HAWOR-- @w@arlsbad, CA 920047314 (760) 602-2720 FAX (760)::2@35@@ @ i I BUILDING PLANCHECK CHECKLIST SITE PLAN 1. A. North Arrow 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 Provide a fully dimensioned site plan drawn to scale. Show: / 0 2. Show on site plan: Bfl / 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. l?? 0 0 3. Include on title sheet: a/ A. Site address B. Assessor's Parcel Number C. Legal Description For comrnerciaVindustrial 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 R.V. 7n4m V BUILDING PLANCHECK CHECKLIST DISCRETIONARY APPROVAL COMPLIANCE 0 0 0 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. 0 0 /8" 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 1 I" 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 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 RH. lZ'ZE96 I ST 0 0 0 0 2ND 0 0 0 3RD 0 0 0 0 6b. 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: 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 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). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. The Gradinq Permit must be issued and rough qrading approval obtained prior to issuance of a Buildinq Permit. NOTE: 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:\WORD\WCS\CHKLST\Buildlnp Pbx%d Cklst Fonn (GENERIC 7-1coO).doc 4 Rsv. 7114XLo BUILDING PLANCHECK CHECKLIST 1ST 2ND no 00 OD DO 00 'c 00 3Ro 0 0 0 0 0 7d .No Grading Permit required. 7e. If grading is not required, write *No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occursfi fees are attached 0 No fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the ownerldeveloper 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 RH. 711- BUILDING PLANCHECK CHECKLIST 0 If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. 0 Maximum service and meter size is a 2" service with a 2" meter. 0 If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: 1. If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W". The irrigation service should look like: I STA 1+00 Install 2" service and 2. 'I 1.5: meter (estimated 100 gpm) 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: 0 Hydraulic grade line 0 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 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 subdivisionlproject 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 . . BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation services/meters 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 13. Additional Comments: 7 Rn. 7ilW c 6 ENdtNEERlNO DEPARTMENT FEE CALCULATION WORKSHEET 0 Estimate basbd on unconfirmed information from applicant. 0 Calculation based on building plancheck plan submittal. Address: IWC~J3-l 6 Bldg. Permit No. Prepared by: Date: Checked by: Date: EDU CALCULATION$: List types and square footages for all uses. Types of Use: Sq. FtJUnits: ', I EDU's: Types of Use: Sq. Ft./Units: EDU's: AD1 CALCULATI Types of Use: sq. Ft./Units: >2,9 ~3 ADT'S: Types arf Use: sq. FNLnits: I "t ADT's: w3D1-3778) a J es and square footages for at1 uses. FEES REQUMERi WITHIN CFD: 0 YES (no bridge 101 thomuqhfare fee in'lllstrict X1, reduced Traffic Impact Fee) 0 NO I 1 . PARK ARL a rt: =$ ,/ 0 1. PARK-IN-UEU FEE FEENNIT: X NO. UNITS: y,'k X FEE/ADT: 4 e: ADT'sNNITS: X FEEIADT =$ -> =8 4.11 59 - 0 2. TRAFFIC IMPACT FEE 0 3. BRIDGE AND THOROUGHFARE FEE (DIST. X1 - DIST. #2 - DlST. #3 - c3 /Q 0 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEE/SQ.FT ./UNIT: =$ 0 &SEWERFEE EDU's: X FEEEDU: =$ BENEFIT AREA EDU's: X FEEEDU: =$ 0 6. SEWER LATERAL (82,600) 0 7. DRAINAGE FEES PLDA HIGH ROW 58 % ACRES: X FEE/AC: =$ / 0 8. POTABLE WATER FEES UNITS CODE CONNECTION FEE METER FEE SDCWA FEE IRRIGATION -- IF Rev. 7lluoO - . &1/27/2002 09:06 FM 7604384178 CITYOFCARLSBAD Ccftoc~ oRA#NomJsPEmw- .d PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST #5 Plan Check No. & 0, 3770 Address -E2&22m%&- 94 Planner Christer Westman Phone (760) 602-461 4 Net Project Density: OU/AC Type of Project & Use: Zoning: &? General Plan: 6 Facilities Management Zone: &3 CFD (inlout) # Date of participation: Remaining net dev acres: *@' (For non-residential development: Type of land used created by APN: &f+d!-C3c1 _. Clrcle One this permit: mv&4 a 1 Legend: Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: DATE OF COMPLETION: fP-5 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: Y ESY NO - TYPE 9Vf APPROVAL/RESO. NO. DATE (2-5-0I OTHER RELATED CASES: (p Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: YES + NO - TYPE &* PROJECT NO. 0010 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YESX NO- CA Coastal Commission Authority? ' YES 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 Determine status (Coastal Permit Required or Exempt): No+- 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 Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determiqation Log as needed. H:\ADMIN\COUNTER\BldgPlnchkRevChklst a 0 lnclusionary Housing Fee required: YES NO -f (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (AIPIDs, Activity Mahtenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATE!) Site Plan: &)' 0 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 topogxaphical lines. @ $: 0 2. Provide legal description of property and assessor's parcel number. Zoning: 0 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown 0 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown @ 0 3. Lot Coverage: Required Shown 7 a 0 4. Height: Required Shown 0 5. Parking: Spaces Required Shown Guest Spaces.Required @ 0 Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbqd Fire Department 01 3778 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: 1’11 #J Name: Nadel Architects Address: 5465 Morehouse Drive Suite 165 City, State: San Diego CA 92121 Plan Checker: Job #: 013778 Job Name: Pavilion at La Costa Bldg #: Job Address: 1925 Calle Barcelona CB013778 Ste. or Bldg. No. Approved The item you have submitted for review has deen approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. u Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. u Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 013778 FD File # . - City of Carlsbad - Office of Fire Protection Services POLICY October 25,2000 SMOKE FIRE DAMPERS Background - The 1997 California Building Code Section 713.1 0 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 alann 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 manufactwen 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 Ofice. Fire Marshal Approval Date MESRI ENGINEERING STRUCTURAL CONSULTING PROJECT: THE PAVILION AT LA COSTA BUILDING #5 ROOF LOADS (FLAT): DEAD LOAD LIVE LOAD TOTAL LOAD ROOFING 3.0 (NO GRAVEL) PLYWOOD 1.8 RAFTERS 3.0 CLG + INSULATION 3.0 SPRINKLER 2.0 LIISC 2.2 15.0 PSF ROOF LOADS (SLOPED): DEAD LOAD ROOFING 12.0 PLYWOOD 1.5 JOlSTS OR 3.0 CLG +INSULATION 0.0 SPRINKLER 0.0 ~IISC I 5 18.0 PSF “.ALL (Em.): 16.0 PSF WALL (INT.): 10.0 PSF c‘ ON 20.0 PSF LIVE LOAD 16.0 PSF BEAMS: #I POSTS: #1 35.0 PSF TOTAL LOAD 34.0 PSF JOIST & BLOCKING:#2 OR k 1 STUDS & PLATES: #2 OR # I 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, P m= 1 SO0 psi U.O.N.(SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS, PRISM TESTS ARE REQUIRED WHEN SPECIAL INSPECTION IS SPECIFIED). WIND: UBC 97 EXP. B BY: SOUTHERN CALIFORNIA GEOTECHNICAL .ALL GLUE-LAMINATED BEAMS ARE 2400F-V4 (SIMPLE SPAN), AND 2400F-V8 (CANTILEVER SPAN). B.ALCONY LIVE LOAD: NIA EXITCORRIDOR LIVE LOAD: N/A THESE CALCULATIONS ARE NOT VALID OR USABLE WITHO’rT THE WET SIGNATURE OF ONE OF THE PRINCIPALS OF THE MESFU ENGINEERING. THESE CALCULATIONS ARE ONLY FOR THE ITEMS INCLUDED HEREIN. SPECIFIED BY THE CLIE. .I AND DO NOT IMPLY APPROVAL OF ANY OTHER PART OF THE STRUCTURE BY THIS OFFICE. JOB NO.: 0181 DATE: 11/05/01 DESIGNED BY:M CHECKED BY: PAGE:! I i To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 3:46PM, 6 NOVO1 Single Span Beam Analysis Page 1 [ Description PAVILION AT LA COSTA, BLDG # 8 I-.TA~ LaAQ - General Information I Center Span 31.00 ft Moment of Inertia 13,000.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin ' Uniform Loads I On Center Span ... Point Loads 1 On Left Cantilever. .. On Right Cantilever.. . #1 0.802 Wft #I Wft #1 Wft Magnitude 5.500 k 5.850 k Location 9.500 ft 15.500 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 19.17 k 0.00 k 0 00 k Moment 0.00 k-ft 0.00 k-ft 0 00 k-ft Deflection 0.00000 in 0.00000 in 000000 in ~- Moments ... Shears. .. Reactions.. . 19 17 k Max + Q Center 167.76 k-ft at 15.47 ft Q Left 19.17 k @ Left 6 Right 17 04 k Max - @ Center 0.00 k-ft at 31.00ft 6 Right 17.04 k @ Left Cant 0.00 k-ft Maximum 19.17 k - Q Right Cant 0.00 k-ft Deflectfons ... @ Center -1.253 in at 15.22ft Q Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft Maximum = 167.76 k-fI (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6. 15-Jul-1998, Win32 618) LL-E Job # Date: 3:47PM. 6 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : fin ~UNMI Single Span Beam Analysis Description PAVILION AT LA COSTA, BLDG # 8 PTCAD L-0 General Information I Center Span 31.00 ft Moment of Inertia . 13,000.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.502 Wft #1 Wft #I Wft ~ Point Loads I Magnitude 5.500 k 4.050 k k k k Location 9.500 ft 15.500 ft ft ft ft Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 13.62 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 117.80 k-ft at 15.47 ft Q Left 13.62 k Q Left 13.62 k Max - @ Center 0.00 k-ft at 31.00ft 8 Right 11.49 k Q FJght 11.49 k Maxi m u m @ Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Deflections ... 13.62 k Q Center -0.884 in at 15.16ft @ Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 117.80 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 QJW 5.3 4 P , Job tl uate: 3:59PM, 6 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : kl >“ILx)I Single Span Beam Analysis - ~~ ~ ~~ ~ ~ Description General Information I PAVILION AT LA COSTA, BLDG # 8 bL or’ C4rTIlLLl/llt Center Span 30.00 ft Moment of Inertia 13,000.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.802 Wft #I 0.502 Wft #I 0.502 Wft Point Loads I Magnitude 11.490 k 1.600 k 4.520 k k k Location -6.000 ft 15.000 ft 36.000 ft ft ft Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0 000 ft Shear 14.22 k 0.00 k 0 00 k Deflection 0.00000 in 0.00000 in 000000 in Moment -77.98 k-ft 0.00 k-ft 0 00 k-ft Moments ... Shears ... Reactions .. . Max + Q Center 45 38 k-ft at 15.76 ft @ Left 14.46 k @ Left 28 73 k Max - @ Center -77 98 k-ft at 0.00 ft 8 Right 11.44 k @ Right 18 97 k Q Right Cant -36.16 k-ft Den ections.. . Maximum 14 46 k @ Left Cant -77.98 k-ft @ Center -0.232 in at 16.18ft @ Left Cant. -0.056 in at -6.OC R Q Right Cant 0.081 in at 36 OCft Maximum = 77.98 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5 0 6, 15-Jul-1998, Wit-137- 4 bt8 1 3-c To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Date: 4:Ol PM, 6 NOV 01 enter your title block information will be printed on each page. Scope : Kc. )Urn1 Single Span Beam Analysis Description PAVILION AT LA COSTA, BLDG # 8 b$AQ baQ General Information I Center Span 30.00 ft Moment of Inertia 13,000.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.502 k/ft #I 0.502 Wft #I 0.502 k/ft Point Loads I Magnitude 11.490 k Location -6.000 ft k 4.520 k k k ft 36.000 ft ft n Quew Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 8.92 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -77.98 k-ft 0.00 k-ft 0.00 k-ft Moments ... Max + Q Center Max - @ Center Q Left Cant @ Right Cant Maximum = Shears. .. 1.34 k-ft a? 17.78ft @Left -77.98 k-ft at 0.00ft @ Right Maximum -36.16 k-ft Deflections ... Q Center Q Left Cant. Q Right Cant -77.98 k-ft 77.98 k-ft I Reactions ... 14.46 k @ Left 23 43 k @ Right 1367 k 7.49 k 14 46 k 0.106 in at 8.68ft -0.257 in at -6.00 ft -0.119 in at 36.00ft (c) 1983-98 ENERCALC KW-0603482. Ver 5.0 6, 15-Jul-1998, Win32 0\8’ 5 -1 Rending Momenl (k-lt) Lnation Almg Member (fi) I t I -6.00 -1.80 - 2.40 6.60 10.80 15.00 19.30 23.40 27.60 Dl 80 j6 Oil SbwLoad 0) Location Nimg Member (h) IL 5' .1 1G.S ' C' 1 4 c' 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: 4:24PM, 6 NOV 01 Llr, Wl Single Span Beam Analysis Page 1 I Description PAVILION AT LA COSTA, BLDG # 8 +OThL LAC General Information I Center Span 33.00 ft Moment of Inertia 9,330.000 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 0.802 Wft #1 uft #1 Wft i Point Loads I ~ ~~ Magnitude 2.000 k Location 16.500 R k ft k R k ft k ft Quem Values I Center Location 0.000 ft Len Cant 0.000 ft Right Cant 0 000 ft Shear 14.23 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.. . 14.23 k Max + @ Center 125.64 k-ft at 16.53 ft @ Left 14.23 k @ Left 14 23 k Max - @ Center 0.00 k-ft at 33.00ft 8 Right 14.23 k Q Right Maximum 14.23 k Q Left Cant 0.00 k-ft - @ Right Cant 0.00 k-ft Deflections ... @ Center -1.512 in at 16.53ft @ Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 125.64 k-ft - (c) 1983-98 ENERCALC KW-060342, Ver 5.0.6, 15-Jul-1998, Win32 oll3 \ 5-10 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: 4:29PM, 6 NOV 01 Pm X1m1 Single Span Beam Analysis Description PAVILION AT LA COSTA, BLDG # 8 QWW bna General Information I Center Span 33.00 ft Moment of Inertia 9,330.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.502 Wft #1 Wft #1 klft Query Values I Center Location 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft Shear 828 k 000 k 000 k Deflection 0 00000 in 0 00000 in 000000 in Moment 0 00 k-ft 0 00 k-ft 0 00 k-ft Moments ... Shears... Reactions ... Max+ Q Center 6833k-ft at 16 53ft 8 Left 8 28 k Q Left 8 28 k Max - Q Center 0.00 k-R at 0.00 ft 8 Right 8.28 k Q vight 8.28 k @ Left Cant 0.00 k-ft Maximum 8.28 k - @ Right Cant 0.00 k-ft Deflections ... Q Center -0.845 in at 16.47ft @ Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 68.33 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 om 5- !\ To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Date: 4:43P~, 6 NOV 01 enter your title block information will be printed on each page. Scope : fir* X1m1 Single Span Beam Analysis Description PAVILION AT LA COSTA, BLDG # 8 bA9 I General Information c ~~ Center Span 25 00 ft Moment of Inertia 6,410.000 in4 Left Cantilever ft Elastic Modulus ?, 700 ksr R I g h t C a n t i I ever ft Beam End Fixity Pin-Pin Uniform Loads I I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.802 klft #1 wft #1 k/ft ; Point Loads 1 Magnitude 1.600 k 5.500 k Location 12.500 ft 16.000 ft k ft k ft k ft Quem Values I ~ ~ ~ ~~ Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0 000 ft Shear 12.80 k 0.00 k 000 k Deflection 0.00000 in 0.00000 in 000000 in Moment 0.00 k-ft 0.00 k-ft 0 00 k-ft Moments ... Shears.. . Reactions ... Max + Q Center 98.27 k-ft at 13 98 ft Q Left 12.80 k 8 Left 12 80 k 14 34 k Max - Q Center 0 00 k-ft at 0 00ft 8 Right 14.34 k @! Right Q Left Cant 0.00 k-ft Maximum 14.34 k @ Right Cant 0.00 k-ft Deflections ... Q Center -0.984 in at 12 78ft Q Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0 00 ft Maximum = 98.27 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 - om \ 5- 13 b L To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Date: 4:44PM, 6 NOVO1 enter your title block information Scope : __ will be printed on each page. <<% ~0.Yml Single Span Beam Analysis Description PAVILION AT LA COSTA, BLDG # 8 *&lx’n h9 -, General information I Center Span 25.00 ft Moment of Inertia 6,410.000 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 RigF Cantilever ... #1 0.502 wft #1 wft #1 wft : Point Loads I Magnitude k 5.500 k Location ft 16.000 ft k k k ft ft ft Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 8.25 k 0.00 k 000 k 0 efl ectio n 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 67.82 k-ft at 15.98 ft Q Left 8.25 k Q Left 8 25 k Max - @ Center 0.00 k-ft at 0.00ft 8 Right 9.79 k Q Right 9.79 k @ Left Cant 0.00 k-ft hrlaximum 9.79 k Q Right Cant 0.00 k-ft Deflections ... Q Center -0.659 in at 12.84ft Q Left Cant. 0.000 in at 0.00 ft @ Right Cant 0.000 in at 0.00 ft Maximum = 67.82 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6. 15-Jul-1998, Win32- 0\8‘ 5- 14 . b Job # Oate: 4:50PM. 6 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : tk. Nrnl Single Span Beam Analysis Page 1 Description PAVILION AT LA COSTA, BLDG ## 8 .r,?A( Lo00 -_ General Information I Center Span 31.00 ft Moment of Inertia 11,100.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.802 Wft #I 0.802 Wft #I 0.802 Wft I Point Loads I Magnitude 14.230 k 1.600 k 12.800 k k k Location -6.000 ft 15.500 ft 37.000 ft ft ft Query Values I Center Location 0.000 ft Left Cant 0.000 fl Shear 13.51 k 0.00 k Deflection 0.00000 in 0.00000 in Moment -99.82 k-ft 0.00 k-ft Moments ... Shears ... Max + Q Center 13.21 k-ft at 15.50ft Q Len 18.97 k Max - @ Center -99.82 k-ft at 0.00 ft @ Right 17.54 k Maximum 18.97 k @ Right Cant -91.24 k-ft Deflections ... @ Left Cant -99.82 k-ft Q Center 0.103 in at Q Left Cant. -0.331 in at Q Right Cant -0.296 in at Maximum = 99.82 k-ft Right Cant 0.000 ft 0.00 k 0.00000 in 0.00 k-ft Reactions .. . Q Left 32.55 k @ Right 30.57 k I 6.89 ft 37.00 ft -6.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jut-1 998, Win32 - A- 'i 0 \G\ J . To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Date: 451 PM, 6 NOV 01 enter your title block information will be printed on each page. Scope : PI. mi Single Span Beam Analysis Description PAVILION AT LA COSTA, BLDG # 8 OL or mfl~\~ J~-B, General Information I Center Span 31.00 ft Moment of Inertia 11,100.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.802 Wft #I 0.502 k/R #I 0.502 Wft , Point Loads I Magnitude Location ~~ ~~ ~~ ~~ ~ 8.300 k 1.600 k 8.300 k -6.000 ft 15.500 ft 37.000 ft k ft k ft Query Values I Center Location 0.000 R Left Cant 0.000 ft Right Cant 0.000 ft Shear 13.23 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -58.84 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions. .. Max + @ Center 49.90 k-ft at 15.50 ft @ Left 13.23 k @ Left 24 54 k Max - @ Center -58.84 k-ft at 31.00 R 8 Right 13.23 k 8 Right 24.54 k Maximum 13.23 k @ Left Cant -58.84 k-ft @ Right Cant -58.84 k-R Deflections .. . @ Center -0.327 in at 15.50ft @ Left Cant. 0.037 in at -6.00 ft @ Right Cant 0.038 in at 37.00 ft Maximum - 58.84 k-ft , - (c) 1983-98 ENERCALC KW-060342, Ver 5.0.6, 15-Jul-1998. Win32 0151 5- IC 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: 451 PM, 6 NOV 01 pr. M6001 Single Span Beam Analysis Description General Information 1 PAVILION AT LA COSTA, BLDG # 8 bLng LOA0 Center Span 31.00 ft Moment of Inertia 11,100.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.502 Wft #I 0.502 Wft #I 0502 Wft Point Loads I Magnitude 8.300 k Location -6.000 ft k 8.300 k k k ft 37.000 ft ft ft Querv Values I ~~~ Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0 000 ft Shear 7.78 k 0.00 k 000 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -58.84 k-ft 0.00 k-ft 0 00 k-ft Moments ... Shears ... Reactions ... 19 09 k Max + @ Center 1 47 k-ft at 15.50 ft Q Left 11.27 k Q Left Max - @ Center -58.84 k-ft at 31.00 ft @ Right 11.27 k 6 Right 19.09 k 8 Left Cant -58.84 k-ft Maximum 11.27 k - Q Right Cant Maximum = 58.84 k-ft Deflections ... @ Center 0.095 in at 19.72ft 58.84 k-ft @ Left Cant. -0.221 in at -6.00ft @ Right Cant -0.220 in at 37.00 ft (c) 1983-98 ENERCALC KW-0608c82, Ver 5.0.6, 15-Jul-1998, Win3'i-- Q \$! 5- !7, a . Rmduy Momenl O;-ft) laution Alung Mcmkr (A) Sburlaad 0;) Location Along Member (A) 5- ‘7 b . 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 90.00 17.000 90.00 18.000 0.00 1 1 1 1 TS12X6X1/2 29000.00 16.400 287.000 Description : ROOF Zlernent List : 3 1 CONC GLO DIST B 4.50 0.00 13.60 0.00 Description : SEISMIC Node List : 2,3 1 FORCE 9.00 0.00 0.00 LOA0 COMBINATIONS: CBMB 1 : 1.00 X CASE 1 1 1 2 3 4 0.0000 1,0610 1.0617 0.0000 0 0 0000 0,0076 -0.0017 0.0000 0.0000 -0.1007 -0.2322 0.0000 X.a3 COMBINATIONS : ZOMB 1 : 1.00 X CASE 1 1 1 1 2 2 1 4 3 3 1 2 3 17.6025 17.6025 -4.0025 -4.0025 1.3737 1.3737 10.3737 10.3737 -94.1515 82.2009 7.6263 -78.6040 7.6263 51.0436 -17.6025 -4.0025 82.2009 -51.0436 0.1163 4.13 0.1413 5.08 0.1279 12.09 1 4 1 1 10.3737 17.6025 -94.1515 7.6263 -4.0025 -78.6040 . 04 65\44 L . . To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be Printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 10:25AM, 12 NOV 01 -- pl" xwal Single Span Beam Analysis Page 1 -~ ~ ~ Description THE PAVILION AT LACOSTA 1 General Information I Center Span 17.75 ft Moment of Inertia 5,900.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fix9 Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.373 k/ft #I k/ft #1 k/ft I Point Loads c Magnitude 19.200 k k k k Location 8.900 ft ft ft ft k ft [ Query Values h Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 12.88 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 + Q Center 99.82 k-ft at 8.89ft Q Left 12.88 k @! Left 12.88 k Max - Q Center 0.00 k-ft at 17.75ft 8 Right 12.94 k Q Right 12.94 k Q Left Cant 0.00 k-ft Q Right Cant 0.00 k-ft Deflections ... Maximum 12.94 k Q Center -0.468 in at 8.89 ft Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 99.82 k-ft - (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jut-1998, Win32 0 \%' 4- 27 47 2-7 I 0 \%' 5 -28 V= 3244 44- Dls) 5-3 I I -- To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Job # Date: 3:29PM, 20 NOV 01 I bv X6MI Pole Embedment in Soil ~~ Description Circilar pole with Point & Uniform Loads 1 General Information I Allow Passive 300.00 pcf Applied Loads.. . Max Passive 1,500.00 Psf Point Load 2,322.00 Ibs Load duration factor 1.330 Pole is Round Diameter 40.000 in Restrained Q Surface distance from base 30.000 ft Distributed Load 0.00 #/ft distance to top 3.000 ft 0.000 ft distance to bottom 1 Moments @ Surface ... Point load 69,660.00 R## Total Moment Distributed load 0.00 Total Lateral 69,660.00 ft-# 2,322.00 Ibs Without Surface Restraint ... With Surface Restraint ... Pressure Q Base.. . Required Depth 0.000 ft Req'd Depth 6.672 ft Press Q 113 Embed ... Actual 0.00 psf Actual 1,995.00 psf AI Iowa ble 0.00 psf Allowable 1,995.00 psf Surface Restraint Force 14,980.72 Ibs (c) 1983-98 ENERCALC KW-0603482 Ver 5.0.6, 15-Jul-1998, Win32 G; 33 0\0 ‘ . - Y --iL (T-; I jr 0.000 0.000 16.000 16.000 0.000 17,000 17.000 0 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 Description : ROF Element List : 3 1 UNIF GLO DIST B 0.00 E 16.00 0.00 0.00 -0.no -0.40 Otis 0.00 0.00 Description : Node List : 1 FORCE Units : K Ft SEISMIC 213 9.00 K Ft 0.00 Ft-K Deg 0.00 V . LOAD COMBINATIONS: COMB 1 1.00 x CASE 1 1 1 0.0000 0.0000 0.0000 2 1.0796 0.0022 -0.2001 3 1.0794 -0.0049 -0.1531 4 0.0000 0.0000 0.0000 COMB 1 : 1.00 X CASE 1 1 1 1 5.0523 8.5089 -84.2015 2 5.0523 8.5089 60.4494 0.1360 4.79 2 1 4 -11.4523 9.4911 -89.7610 3 -11.4523 9.4911 71.5881 0,1270 4.46 3 1 2 -0.4911 -5.0523 60.4494 3 -0.4911 -11.4523 -71.5881 -0.0776 4.07 1 4 1 1 8.5089 5.0523 -84.2015 9.4911 -11.4523 -89.7610 0.000 0.000 18.000 18.000 0.000 17.000 17.000 0.000 F F 1 1 2 17.000 90.00 1 2 4 3 17.000 90.00 1 3 2 3 18.000 0.00 1 1 TS12X6X1/2 29000.00 16.400 287.000 Description : ROF Element List : 3 1 UNIF GLO DIST B 0.00 E 16.00 0.00 0.00 -0.40 -0.40 0.00 0.00 Description : Node List : 1 FORCE Units : K Ft SEISMIC 2,3 9.00 K Ft 0.00 Ft-K Deg 0.00 . LOAD COMBINATIONS: COMB 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 LOAD COMBINATIONS: COMB 1 : 1.00 X CASE 1 1 1 1 2 3.6554 3.6554 4 -10.0554 3 -10.0554 2 3 -0.6243 -0.6243 8.3757 8.3757 9.6243 9.6243 -3.6554 -10.0554 -84.5683 57.8192 91.6339 71.9786 57. a192 -71.9786 0.1442 0.1323 4.94 4.5: -0.1026 4 * 74 1 4 1 1 8.3757 3.6554 -84.5683 9.6243 -10.0554 -91.6339 c 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 Dage, title : Dsgnr: Dercrlptlon : Job# Date: 3:34PM, 24 AUG 00 , ! Rev 5Moo1 Singie $pan Beam Anaiysis DeSctiptiOri 1 General Information I Center Span 15.00 ft Moment of Inertia 21.000 in4 Left Cantilever ft Elastic Modulus 1,600 ksi Right Cantilever 7.00 ft Beam End Fixity Pin-Pin ' Uniform Loads I j Query Values I On Center Span ... On Left Cantilever ... On Right Cantilever ... #1 0.016 klft #1 km #l 0016 km Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 0.09 k D.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 ~ Momen ts... Shears.. . Reactions. .. Max + @ Center 0.28k-ft at 5.87ft Q Left 0.09 k Q Left 0.09 k I Max- @ Center -0.39 k-ft at 15.00ft @ Right 0.15 k Q Right 0.26 k Maximum 0.15 k ~ @Leftcant 0.00 k-ft i Maximum = 0.39 k-ft @ Right Cant -0.39 k-ft DeWons. .. Q Center -0.265 in at 6.57 ft @ Left Cant. 0.000 in at 0.00 ft Q Right Cant -0.140 in at 22.00 ft 9' 4 15' 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. Title : Dsgnr: Description : Scope : Job # Date: 8:59AM, 2 NOV 01 I ' plv m1 Single Span Beam Analysis Page I I ~~ Description THE PAVILION AT LA COSTA f General Information I Center Span 15.00 ft Moment of inertia 20.700 in4 Left Cantilever 9.00 ft Elastic Modulus 1,600 ksi Right Cantilever ft Beam End Fixity Pin-Pin LUniform Loads I 1 Query Values I On Center Span ... On Left cantilever ... On Right Cantilever. .. #1 0.016 Idft #I 0.016 klft #I Wft 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 Center Location Moment -0.65 k-ft 0.00 k-ft 0.00 k-ft 1 Moments ... Shears ... Reactions ... I Max + Q Center O.16k-ft at 10.19ft Q Left 0.16 k Q Left 0.31 k 1 Max - @ Center -0.65 k-ft at 0.OOft @ Right 0.08 k Q Right 0.08 k 1 QLeftCant -0.65 k-ft Maxi rn u m 0.16 k Q Right Cant 0.00 k-ft Deflections ... Q Center -0.103 in at 1O.OOft Q Left Cant. -1.153 in at -9.OOft Q Right Cant 0,000 in at 0.00 ft Maximum = 0.65 k-ft I I (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32- 54 Job # Date: 9:00AM, 2 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : U" )om1 Single Span Beam Analysis Description General Information I THE PAVILION AT LA COSTA ~~-~-~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~ Center Span 15.00 ft Moment of Inertia 35.000 in4 Left Cantilever 9.00 ft Elastic Modulus 1 ,600 ksi R I g h t C a nt i I ever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.016 klft #I 0.016 Wft #I Wft I Quem Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment -0.65 k-ft 0.00 k-ft 0.00 k-ft Shear 0.16 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 In ' Moments ... Shears ... Reactions ... Max + @ Center 0.18k-ft at 10.19ft @Left 0.16 k @ Left 031 k Max - @ Center -0 65 k-ft at 0 OOft 8 Right 0.08 k @ Right 008 k Q Left Cant -0.65 k-ft Q Right Cant 0.00 k-ft Deflections ... Maximum 0.16 k Q 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 Maximum = 0.65 k-ft I (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 << 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: 9.01 AM, 2 NOV 01 fir" -1 Single Span Beam Analysis ~ Description THE PAVILION AT LA COSTA 1 General Information 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 ... I On Left Cantilever ... On Right Cantilever ... #1 0.016 Wft #I 0016 Wft #I Wft - Query Values I Center Location 0.000 f& Left Cant 0.000 ft Right Cant 0.000 ft Shear 0.15 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -0.5 1 k-ft 0.00 k-ft 0.00 k-ft i Moments ... Shears ... Reactions.. . i Max + Q Center 0.23 k-ft at 9.62R @Left 0.15 k Q ieft 0.28 k ' Max - Q Center -0.51 k-ft at 0.OOft 8 Right 0.09 k Q Right 0.09 k Maximum 0.15 k Q Left Cant -0.51 k-ft @ Right Cant 0.00 k-ft Deflections ... Q Center -0.187 in at 9.02 ft Q Left Cant. -0.560 in at -8.00 ft Q 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. Wln32--- 5b .-/ . . __ . , .. , .:. . , - . if- - pp.Crct / . -. ............ -- ..... i 1 .... 1.. , i ....... . - i ... ... .-. ..... .. .. ....... _. . ... .. ... I ....... .. ... - ... ......... ...... '. \ ! .. .,.. . i .. ........... .. ............. .- .. -.-._ . . .... .. .--._ ~ ... -. .. .. .- ... .... ._ .. .. .... .. .- ......... ....... i . .- ;I _. ... 1 'd .I . Load Type Distribution 1 Dead Full Area 2 Constr. Full Area 3 Dead Point f Magnitude Location [ft] Pattern Start End Start End Load? 15.00 (24.0)* NO 20.00 (24.0)* No 300 6.00 No ssr SIZER Dead 603 Live 500 Total 1103 Windsor, Ca 95492 Nov. 27, 2001 10:00:18 Building 5 Case 1 447 500 947 Bending (+) Dead Defl'n Live Defl'n Total Defl'n MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : M = 6406 Mr = 8181 M/Mr = 12.90 0.59 = L/506 0.55 = L/541 1.25 = L/240 - 44.35 1.15 = L/261 1.67 = L/180 68. a2 2188 I 1-3/4 1 Stiffener 1 I No 14" SSI 32MX Spaced at 24" dc; SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) Criterion IAnalysis Value IDesign Value ]Analysis/Design (%) Shear I V = 1103 1 Vr = 2913 I V/VK = 31.87 4DDITIONAL DATA: 'ACTORS: F CD CM Ct CL CF cv Cfu Cr LC# Fb'+= n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.01 2 Fv' = n/a 1.25 1.00 1.00 2 E' = n/a 1.00 1.00 2 Bending(+): LC# 2 = DtC, M = 6406 lbs-ft Shear : LC# 2 = D+C, V = 1103 lbs Deflection: LC# 2 = D+C E15 667.00e06 lb-in2 C= 10.99e06 in-lb/in Total Deflection = l.OO(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow Wzwind I=impact 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. #. 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. 1. Moment has been increased for repetitive member usage. 1. 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 Load Type Distribution Magnitude Start End 1 Dead Full Area 15.00 (16.0)* 3 Dead Point 200 2 Constr. Full Area 20.00 (16.0)* Windsor, Ca 95492 Nov. 27, 2001 10:00:18 Building 5 Case 1 Location [ftl Pattern Start End Load? No NO 6.00 No I 0 25 Dead Live Total Bearing: Capacity Length Stiffener 402 29f 333 33: 735 631 2188 2186 1-3/4 1-3/4 No Nc 11 -718" SSI 32MX Spaced at 16" c/c; SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) Criterion Bending ( +) Shear Analysis Value Design Value Analysis/Design (%) v = 735 Vr = 2644 V/VK = 27.81 M = 4271 Mr = 7210 M/Mr = 59.23 Dead Defl'n Live Defl'n Total Defl'n ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF cv Cfu Cr LCH 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 = 4271 lbs-ft Shear : LCH 2 - D+C, V = 735 lbs Deflection: LCH 2 = D+C EI= 460.00e06 lb-in2 C= 9.39e06 in-lb/in Total Deflection 5 l.OO(Dead Load Deflection) + Live Load Deflection. (Dedead L-live Sssnow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) 0.57 = L/528 0.53 = L/565 1.25 = L/240 42.46 1.10 = L/273 1.67 = L/180 65.90 DESIGN NOTES: 1. 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 2'4" unless noted otherwise. Proper attachment and positioning of bracing is required to achieve member stability. 4. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. 5. Moment has been increased for repetitive member usage. 6. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, Inc for adequacy. 7. The supporting member shall be designed to support the total reaction noted above. SSI SIZER Load Type Distribution 1 Dead Full Area 2 Constr. Full Area Windsor, Ca 95492 Nov. 27. 2001 10:01:19 Building 5 Case 2 Magnitude Location [ftl Pattern Start End Start End Load? 38.00 (24.0)* No 16.00 (24.0) * No 950 400 1350 2188 1-3/4 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 950 400 1350 2188 1-3/4 Y Y Criterion Shear Bending ( + ) 0' 25' Analysis Value Design Value Analysis/Design (%) V = 1350 Vr = 2913 V/Vr = 46.35 M = 8437 Mr = 8787 M/Mr = 96.02 Dead Live Total Bearing: Capacity Length Dead Defl'n Live Defl'n Total Defl'n 1.05 - L/284 0.44 = L/676 1.25 = L/240 35.48 1.50 = L/200 1.67 = L/180 89.81 14'' SSI 32MX Spaced at 24" dc; SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft. or in ) Bending(+) : LCW 2 = D+C, M = 8437 lbs-ft Shear : LCW 2 = D+C, V * 1350 lbs Deflection: LC# 2 = D+C EI= 667.00e06 lb-in2 C= 10.99e06 in-lb/in Total Deflection = l.OO(Dead Load Deflection) + Live Load Deflection. (Dmdead L=live S-snow W-wind Imimpact C=construction CLdiconcentrated) (All LC's are listed in the Analysis output) IESIGN NOTES: . Please verify that the default deflection limits are appropriate for your application. 1. 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. .. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. 1. 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, 7c for adequacy. '. The supporting member shall be designed to support the total reaction noted above. SSI SIZER i PROJECT Pavilion at La Costa La Costa, Ca Building 5 Case 2 Pavilion LaCosta-5-2.wwb COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Phone: 800-862-4936 Nov. 27,2001 10:01:19 Dead Live Total 633 633 2 67 267 900 900 Design Check Calculation Sheet SSI Sizer 2001 LOADS: ( Ibs, psf, or plf ) Capacity Length Stiffener ILoad I TvDe I Distribution I Maonitude I Location [ftl IPattern I 2188 2188 1-3/4 1-3/4 No No -. I Stact End I Start End- /Load? 1 1 I Dead I Full Area I 38.00 (16.01*1 I No Bending(+) Dead Defl'n Live Defl'n Total Defl'n .. 2 I Constr. I Full Area I 16.00 (16.0)*( I No '*Tributary Width (in) I M = 5625 Mr = 7210 M/Mr = 78.01 1.01 = L/297 0.42 = L/706 1.25 = L/240 33.97 1.43 = L/209 1.67 = L/180 85.99 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 11-7/8" SSI 32MX Spaced at 16" dc; ~~~~~ SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) Criterion /Analysis Value IDesign Value IAnalysis/Design (%) Shear I v = 900 I Vr = 2644 1 V/Vr = 34.04 ~ ~~~~~ 4DD IT1 0 N AL DATA: 'ACTORS: F CD CM Ct CL CF cv CfU Cr LC# Fb'+= n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.07 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 = 5625 lbs-ft Shear : LC# 2 - D+C, V = 900 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 I=impact C=construction CLd-concentrated) (All LC's are listed in the Analysis output) 3ESIGN NOTES: I. Please verify that the default deflection limits are appropriate for your application. ?. This analysis is for SSI Joist products furnished by Standard Structures, Inc. only. Product substitutions void this analysis. 3. All compression edges (top and bottom) must be braced at 2-6" unless noted otherwise. Proper attachment and positioning of bracing is squired to achieve member stability. 1. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. 5. Moment has been increased for repetitive member usage. 5. 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. Southern California Geotechnical Thomas Enterprises, Inc. 3604 Carleton Street San Diego, California 921 06 January 29,2002 Project No. 01G216-6 Attention: Subject: Reference: Mr. Me1 Kuhnel Vice President, Development Foundation Plan Review Proposed Retail Development The Pavilion at La Costa, Building 5 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, Carlsbad. 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: Sheet S-I, General Notes, Building 5, dated December 3,2001. 0 Sheet S-2, Typical Details, Building 5, dated December 3, 2001. Sheet S-5, Foundation Plan, Building 5, dated December 3, 2001. 0 Sheet S-5A, Foundation Plan, Building 5, dated December 3,2001. 0 Sheet S-7, Structural Details, Building 5, dated December 3, 2001. 0 Sheet S-9, Structural Details, Building 5, 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: 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 Lines E, 1 and 8, which are reinforced with six No. 7 bars (3 top and 3 bottom). This reinforcement exceeds the geotechnical recommendations and is considered suitable. 0 Detail 3 on Sheet S-7 indicates that all exterior patio slabs will be connected to the building footings using No. 4 bars at 24-inches on-center, 18-inches long. This detail is considered to satisfy the recommendation presented in Section 6.5 of the geotechnical report. Based on our review, the above referenced plans are considered to have been prepared in conformance with the conclusions and recommendations of the geotechnical report. It should be noted that this review was limited to the geotechnical aspects of the plans and no representation as to the suitability of the structural design is intended. We sincerely appreciate the 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, Southern California Geotechnical, Inc. Distribution: (1) Addressee (1 ) Mayers and Associates, Attn: Dru Mayers (3) Nadel Architects, Inc. Southern Callfornla Geotechnlcal The Pavilion at La Costa, Building 5 - Carlsbad, CA Project No. 01 G216-6 ! Page 2 NON-RESIDENTIAL CERTIFICATE: Non-Residential Land Owner, please read this option carefully 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 befbre a building pennit will be issued. Your signature is codinning the accuracy of all infomation shown. Telephone LQomPmrz;? Name of Owner 300 \JiwCjE & -%l~Fn (qZsP cc,lLL &G Address Project Address SYW~ 6A 3W60 Carlsbad, Calihmia 92009. City, State Zip Code City, State Zip Code Assessor's Parcel Number or AF" and Lot Number if not yet subdivided by County Assessor. As cited by Ordinance No. NS-155 and adopted by the City of CarIsbad, Cdiifomia, the City is authorized to levy a Special Tax m Community Facilities. DWct No. 1. A11 non-residential property, upm the i$suance of a building pennit, shali have the option to (1) pay ffn SPECIAL BYELOPME", TAX ONE. - TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY for a period not .to '- exceed twenty-five (25) years. Please indicate your choice by initialing the appmpriate line below; ' . L - . OPTION(1): E-TIME now as B one-timQ payment . Amount of 333L ba . Owner's Initials LOPMENT TAX ANNUALLY fdr a period nat to exceed twenty-five (25) years. Maximum Annual Special Tax: s G? 3q? . Owner's Initials, I DO HEREBY CERTIFY UNDER PENALTY OF PEWRY THAT THE UNDERSIGNED'IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL '4 OVISIONS AS STATED ABOVE. AaH49er /2.03.02- Title Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Page 1 of 1 - City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT 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 not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: ”. Building Type: Residential: Second Dwelling Unit: Residential Additions: Commercial/lndustriaI: City Certification of Appl~icant Information: . . Number of New Dwelling Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area A zr, q3a P- Square Feet Floor Area w- Date: laL SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pine Ave. San Marcos Unified School District 215 Mata Way Certification of A laration (“Ownet‘) c that (1) the infonation 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 project(s), or that the person executing this declaration is authorized to sign on behalf of the Signature: Date: /2- FOAL I 1635 Faraday’Avenue - Carlsbad, CA 92008-7314 - (760) 602-2700 - FAX (760) 602-8560 @ - . . .._^.^^ SCHOOL OlSTRtCT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THATTHE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. *t*+*****+l~**tt+***~~~~***~~~****~**~~*********t**~******l*******~*+*t*~~*~~+****~*~~** - SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the devebper, builder, or owner has satisfied the obligatioh for Schaol facilities. This is to certify that the applicant - *..-. listed on- page 1 has paid all amounts or completed other applicable sch&- mitigation determined by the School District. The City may iSsZle building permits for this pkoject. .I SIGNATURE OF AU’FHORIZED SCHOOL DISTRICT OFFICW TITLE I /,a - NAME OF SCHOOL DISTRICT EUSb __ DATE P/%fO&. PHONE NUMBER ., ,.- ‘.. .. - :... . .. - .. .. .- From: Christer Westman TO: Mike Peterson Date: 5/28/02 8: 16AM Subject: Pavilion at La Costa The Pavilion tract map includes some large Open Space lots which are deed restricted prohibiting development of any kind other than grading and infrastructure improvements needed for storm water control. The lot immediately to the east of the pavilion is one of those open space lots. Christer Westman AlCP cwest@ci.carlsbad.ca.us From: Christer Westman To: Mike Peterson Date: 5/28/02 8: 16AM Subject: Pavilion at La Costa The Pavilion tract map includes some large Open Space lots which are deed restricted prohibiting development of any kind other than grading and infrastructure improvements needed for storm water control. ' The lot immediately to the east of the pavilion is one of those open space lots. Christer Westman AlCP cwest@ci.carlsbad.ca.us D4cember 9,2002 Page 212 P* 1 City ol'clsrlsbad Att~ti~n: Mike Peterson Subjcct: Pavilion at La Costa Dear Mr. Peterson, Please be advised that Leucadia County Water District does not object to the City of Czrlsbad issuing building pennits fir the above refemrca project. Sewer improverncnt plans have been &ped for this pi'bjcct. Please contaa me if you have any questions, at 760 753.01 55, Sincard y, Frank keyimga Administrativc Assistant 1 '. 1 c D Q P v) I/! > 0 0 0 C 2 g 0 c N h) c City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 Applicant: NADEL ARCHITECTS CBO 13 77 8 Amount -2,046.93 Receipt Number: ROO31395 Transaction Date: 12/09/2002 ---------- Payment Transaction Amount: -2,046.93 - City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL mES 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 not issue any building permit without a completed school fee form. Project Name: e RU\ \<ob 0 b 3778 Building Permit Plan Check Number: Project Address: A.P.N.: .. , ~ .. __ Project Applicant (Owner Name): Building Type: Residential: . . Number of New Dwelling Units Square Feet of Living Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area A Commercial/lndustrial: Square Feet Floor Area Applicant Information: M- Date: IaL City Certification of SCHOOL DISTRICTS WITHIN 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 Marcos, CA 92069 g36-2200) Encinitas Union School District 1 0 1 South Rancho Santa Fe Rd Encinitas, CA 92024 (944-4300) Union High Scho 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) - - Certification of ApplicanffOwners. The person executing this declaration ("Ownel") 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 projectfs), or that the person executing this declaration is L r/ Date: - 0 @ 1635 Faraday Avenue Carlsbad, CA 92008-7314 0 (760) 602-2700 - FAX (760) 602-8560 c . SCHOOL DISTRICT SCHOOL FEE CERTfFlCATlON (To be completed by the school district(s)) *t**t*********~*****~*~~~**~*~~*~~u**~**~***********~*******~******~~******~*********~** . THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE P-EMR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify at the applicantjisted on page 1 has paid all amounts or completed other applicable scho mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORED SCHOOL DISTRICT OFFICIAL .. .. TITLE NAME OF SCHOOL DfSTRICT E& J. Hall Sintendent. BUS\neSc nrcln 3LwtJL orma DATE PHON€ NUMBER .. ! 3 t- @ s , e. - + V CL Q d J .4 : . or u, 2. 3 Q 3 =A 3. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 cl ** L 06-1 3-2003 Plan Check Revision Permit No: PCR03114 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PC R Status: ISSUED Parcel No: Lot #: 0 Applied: 0611 312003 Valuation: $0.00 Construction Type: NEW Entered By: MDP Reference #: CBO1-3778 Plan Approved: 0611 312003 Issued: 06/13/2003 Project Title: THE FORUM Inspect Area: 1925 CALLE BARCELONA CBAD ANCHOR BLTS, BRACING Applicant: ALLEN JOHN 760 479-0570 Owner: Plan Check Revision Fee Additional Fees $1 20.00 $0.00 Total Fees: $1 20.00 Total Payments To Date: $0.00 Balance Due: $1 20.00 PERMIT APPLl GAT1 ON CITY OF CARLSBAD BUILDING DEPAR 1635 Faraday Ave., Carlsbad, CA 92008 MENT FOR OFFICE USE ONLY PLAN CHECK NO. pcrz03- lLtf EST. VAL. Plan Ck. Deposit Validated By f I Date Business Name (at this address) Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Description of Work sa. FT. #of Stories # of Bedrooms # of Bathrooms Name Address City Statelzip Telephone t (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 m Name Address City Statenip 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 i: 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 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 es to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage Is unlawful. and shal subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (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 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 salel. 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 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 (hiredl 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? 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. a 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 ISec. 3097(i) Civil Code). LENDERS NAME LENDERS 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 hy such permit k authorized by such permit is suspended or abandoned at any tirr 'ter the work APPLICA .I SIGNATUR EsGil CorDoration In Partnerdip with Government for Buifiing Safety DATE: June 13,2003 J U RI SDI CTI ON : Carlsbad 0 FILE PLAN CHECK NO.: 01-3778 (PCR03114)) SET: I PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. [73 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant’s copy of the check list has been sent to: contact person. w w 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: Bonnie Serrels Date contacted: 6/13/03 (by: Abe) ’ Fax #: REMARKS: Revision 4 includes substitutions of anchor bolts and hold downs as noted by the Engineer dated 6/12/03. Applicant to carry approved set of plans to the city. Telephone #: 760/479-0570 Mail Telephone Fax In Person By: cl P-m-, - WPm plr4wS -- UT Irn-0 Abe Doliente Enclosures: Esg i I Corporation GA MB 0 EJ 0 PC 711 3/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576 - . * Carlsbad 01-3778 (PCR03114)) June 13,2003 VALUATION AND PLAN CHECK FEE JU Rl SDl CTION: Carlsbad (PCR03114)) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01-3778 DATE: June 13,2003 BUILDING ADDRESS: 1925 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Jurisdiction Code Icb By Ordinance I -- Bldg. Permit Fee by Ordinance - - __ - __ -- - -_ __ - Plan Check Fee by Ordinance - - - - - Type of Review: 0 Repetitive Fee Complete Review 0 Other I $1 20.001 0 Structural Only Hourly I 11 Hour* Esgil Plan Review Fee I $96.001 Based on hourly rate Comments: Sheet1 of I rnacvalue.doc I- '= . MESRI ENGINEERING INC. BY: e STRUCTURAL CONSULTING JUN 13 2003 2180 GARNET AVE., SUITE 2E SAN DIEGO, CALIFORNIA 92109 [PI 858 273 8701, [F] 858 273 6758 c;rty 01 CktPLSBAD BUILDING DEPT- email: mikemesri@aol.com MEMORY TRANSMISSION REPORT 'r- '2 , FILE NO, DATE TO DOCUMENT PAGES START TIME END TIME PAGES SENT STATUS TX ORIGINAL TIME TEL NO I 1 : NAME : 06-12-' 03 13: 21 DATE: Z..e =? TO: FROM: L NO. OF PAGES flNCLUOfNO COVER SHEET] ~ ~- MESSAGE 4 4 d 3 9J s .. . - -- I =.e<- /. City of Carlsbad 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 fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the speafied 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 ~~ 1635 Faraday Av Carlsbad, CA 92008 06-1 8-2003 Plan Check Revision Permit No: PCR03105 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 05/30/2003 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 06/18/2003 Issued: 0611 8/2003 Project Title: FORUM-MOVE WALL,DECORATIVE Inspect Area: 1925 CALLE BARCELONA CBAD CHANGES-BLDG 5 Applicant: NADEL ARCHITECTS Owner: 76'4 06/18/03 p2 01 02 GP 120 00 858 552-8424 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $1 20.00 Total Payments To Date: $0.00 Balance Due: $120.00 FINAL APPROVAL InsDector: Date: Clearance: FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 (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 end Professions Cods] 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 epplicant to e civil penalty of not more then five hundred dollars Ib5001). Name Address city Stateltip Telephone # State License # License Class City Business Llcense X Designer Name Address City StatelZip Telephone State License I Workers' Compensatlon 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 [$1001 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. WARNINB: Fahm to recum workam' compensation coveraga Is unlawful, and shdl wqed an amployar to criminal penaltlas and clvll flnes up to one hundred thourand dolarr (0100.~0t. In additlon to the cost of compensation. damagw M 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 end will maintain workers' cornpensstion, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 91nNATl IRF nATF -.-.-...-..- -I? 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 thelr sole compensation, will do the work end the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Lew does not apply to an owner of property who builds or improves thereon, end who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will heve the burden of proving that he did not build or improve for the purpose of sale). 0 1, as owner of the property, em exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professlons 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 contrector(s1 licensed pwsuant to the Contractor's License Law1 I 0 1. 2. 3. I am exempt under Section I personally plan to provide the major Iebor 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 / address / phone number / contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. of work]: PROPERTY OWNER SIGNATURE DATE I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone I will provide some of the work, but I hsve contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type Is the applicent 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 26534 of the Presley-Tanner Hszardous Substance Account Act? 0 YES 0 NO Is the applicant 01 tuture 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 fest of the outer boundary of a school site? 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 0 YES 0 NO 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 heve read the spplication 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 suthorize representatives of the City of Carisbad 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 CONSEOUENCE 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 bullding Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is n 108.4.4 Uniform Building Code). APPl CANT'S SIGNATURE DATE 5/3D/O 3 YELLOW: Applicant PINK: Finance EsGil CorDoration In Partnership with Government for BuiGfing Safety DATE: June 11,2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3778 (PCR03105) SET: I PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. [7 The plans transmitted herewith have significant deficiencies identified on the enclosed check list The check list transmitted herewith is for your information. The plans are being held at Esgil and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 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. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: REMARKS: Revision 3 includes minor architectural changes per letter dated May 30, 2003 Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation GA MB 0 EJ 0 PC . 6/3/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3778 (PCRO3105) June 11,2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad (PCRO3105) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01-3778 DATE: June 11,2003 BUILDING ADDRESS: 1925 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code (cb By Ordinance Bldg. Permit Fee by Ordinance 3 I ____ __ ~- _.___ ~- -_ . - - . __ I Plan Check Fee by Ordinance 7 1 ~ ~ ___.__ - Type of Review: 0 Complete Review _. - Repetitive Fee ._~~ El Repeats 0 Structural Only 0 Other a Hourly 171 Hour* Esgil Plan Review Fee I $120.001 I $96.001 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERINC APPROVALS RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $1 0,000.00) PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAlRE COMPLETE OFFICE BUILDING OTHER PLANNER // DOWMisformsIPianning Engineering APPTOMIS Carlsbad- Fire Department 031 05 1635 Faraday Ave. Carlsbad, CA.92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 06/12/2003 Reviewed by: c Name: Nadel Architects Address: City, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 Plan Checker: Job #: 03105 Job Name: The Forum Bldg #: PCR03105 Job Address: 1925 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. I I I 1 st 2nd 3 rd Other Agency ID I Review FD Job # 03105 FD File # .- 5465 Morehouse Dr Mike peterson Suite 165 San Diego City of Carlsbad c~~$!2Q$~: 1635 Faraday Avenue FAX 552.8429 Carlsbad, CA 92008 Re: The Pavilion at La Costa Nadel Carlsbad, California Architects Inc NADEL #: 01 188.00 Architecture Dear Mike: Herbert Nadel, Architect, FAlA Planning Interiors May 30,2003 The following is a description of ongoing changes as a result of client direction, coordination, and response to plan check comments on tenant improvement submittals requiring additional descriptions for the shell building. 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 3 ARCHITECTURAL Sheet Al.l 1. Sheet Al.2 1. Sheet A2.2 1. Sheet A3.2 + A4.1 1. Relocate interior demising wall, between Suite J & I to create 9,000 sq ft in Suite J. Revise storefront architecture at Suite 3C as required by Planning Dept. Revise storefront architecture at Suite 3C as required by Planning Dept. Revise storefront architecture at Suite 3C as required by Planning Dept. STRUCTURAL Sheet S5A 1. Revise storefront architecture at Suite 3C as required by Planning Dept. Sheet S6A 1. Revise storefront architecture at Suite 3C as required by Planning Dept. Sheets MI .O-MI -3 1. Show calculations to justify building ventilation exceed proposed tenant demand. I * Mike Peterson CITY OF CARLSBAD May 30,2003 NADEL #: 01 188.00 Page 2 of 2 BUILDING 4 ARCHITECTURAL Sheet Al.2 1. The interior demising walls on the east side of the building, between Suite C & D and between Suite E & F, have been removed, and the suites have been re-labeled accordingly. BUILDING 5 ARCHITECTURAL Sheet A1 -1 1. Move demising wall between Suite E & F west by 5’-1”, so that there is an increase in area in Suite E. Sheet A4.1 1. For the decorative tile accent detail 4 on sheet A4.1, note the radius of the tile pattern is 2’-8. 2. Where Cultured Stone - Southern Ledaestone - White Oak is noted, and where Cultured Stone - Southern Ledaestone - Fawn is noted, use Eldorado Stone - Stacked Stone - Mountain Blend. 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 cc: Me1 Kuhnel - Thomas Enterprises I. p??Y, 1 0-3 112003 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: PCR03170 1925 CALLE BARCELONA CBAD PCR Status: ISSUED $0.00 Construction Type: NEW Entered By: CB Lot#: 0 Applied: 08/15/2003 CBOI-3778 Plan Approved: 10131 I2003 Issued: 10/31/2003 FORUM BLDG 5-SHEETS-A1 .I ,A2.2 Inspect Area: A3.2,A4.1 ,A.5.2-STONE BASE, & METAL AWNINGS Owner: SUITE # C 2050 WILSON AVE 91950 61 9-477-1 359 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $1 20.00 Total Payments To Date: $0.00 Balance Due: $120.00 7702 10/31/03 0902 01 02 CGP -120 00 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT FOR OFFICE USE ONLY PLAN CHECK NO EST. VAL. Plan Ck. Deposit Validated By Date @<r<& Legal Description Lot No. Unit No. Phase No. Total # of units Assessor's Parcel X # of Bathroom (Sec. 7031 -6 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and tho basis for the alleged exemption. Any violation of Section 7031.6 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars lb6001). Address City SteteRip Telephone I 7943-7 License Class City Business License # Name State License # Designer Name Address ' City StateKip Telephone State License # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOUARS [$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: Fallura to aecure workers' compensation coverage b unlawful, and shall aubjact en employer to crlmind p.ndths and dvll fines up to om hundred thousand dollars ($100.000). In addltion to the coat of compan8etlon, d.mag08 as provided for in Section 3706 of the Labor code, IntOrOd and attorney's fear. SIGNATURE DATE I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, em 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(sl licensed pursuent to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. of work): I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES 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 coordinete, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted ONred) the following parsons to provide the work indicated (include name I address I phone number /type Business and Professions Code for this reason: 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 Substence 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? 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 R 0 YES 0 NO 0 YES 0 NO !a 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 Coda). I certify that I have read the application and state that the above information is correct and that the information on the plans is accufate. I agree to comply with a11 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 AU 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 excevations over 6'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit is authorized by such permit is no at any tirr 'ter the work is co isions of this Code shall expire by limitation and become null and void If the building or work of such permit or if the building or work authorized by such permit is suspended or abandoned 106.4.4 Uniform Building Code). DATE APPLICA SIGNATURE e YELLOW: Applicant PINK: Finance A DATE EsGil Corporation In %rtnership with Government for OuiGfing safety August 27,2003 0 APPLICANT m JURISDICTION: Carlsbad Q~EVIEWER P FILE PLAN CHECK NO.: 01-3778REV7 (PCRO3170) SET: I PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list 0 The check list transmitted herewith is for your information. The plans are being held at Esgil and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to foward to the applicant The applicant's copy of the check list has been sent to: contact person. 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bonnie Serrels Date contacted: 6/13/03 (by: Abe) Fax #: REMARKS: Revision 7 includes minor changes per Architect's letter dated August 12,2003 Telephone #: 760/479-0570 Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 811 9/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 c I. Carlsbad 01-3778FtEV7 (PCRO3170) August 27,2003 VALUATION AND PLAN CHECK FEE JURI SDl CTl ON: Carlsbad (PCRO3170) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01-3778REV7 DATE: August 27,2003 BUILDING ADDRESS: 1925 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code I cb By Ordinance I Bldg. Permit Fee by Ordinance 'T I Plan Check Fee by Ordinance 'V 1 Type of Review: 0 Complete Review Structural Only 0 Repetitive Fee Repeats II3 Other ,-, Hourly I 11 Hour* J I Esgil Plan Review Fee I $1 20.001 I $96.001 Based on hourly rate Comments: Sheet 1 of 1 rnacvalue.doc PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB. 27\70 DATE REStDERJTIAL ' TENANT IMPROVEMENT RESlDENTIAL ADDITION MINOR PLAZA CAWNO REAL ~<$lrO,~.Oo, CARtSBlhP COMPANY STORES COMPLETE OFFICE BUILDING OTHER ENGINEER DATE 9, I" 5465 Morehouse Dr Suite 165 San Diego California 92121 858.552.8424 FAX 552.8429 Mike Peterson City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008 August 12,2003 Re: The Pavilion at La Costa Carlsbad, California NADEL #: 01 188.00 Dear Mike: The following is a description of changes as a result of our effort to improve the quality of the project. They include finish changes, fenestration adjustments, and the addition of decorative lights. BUILDING 2 ARCHITECTURAL Sheet A4.1 1. Replace Adoquin stone veneer with travertine marble. Sheet A5 1. Detail 9: Replace concrete curb with same stone as decorative columns. Architects Inc Herbert Nadel. Architect, FAlA Architecture Planning lnlleriors BUILDING 3 ARCHITECTURAL Sheet A4.1 1. Replace Adoquin stone veneer with travertine marble. 1. Sheet A4.2 1. Replace Adoquin stone veneer with travertine marble. Sheet A5.3 1. Detail 15: Replace concrete curb with same stone as decorative columns. tC1 4-F cieco rarive frghtmg. .. Mike Peterson CITY OF CARLSBAD August 12,2003 NADEL #: 01 188.00 Page 2 of 3 .L . 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. , 1. 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. 2. Revise elevation at Grid Lines D & E, remove metal awnings from tower Replace Adoquin stone veneer with Travertine. Sheet A5.2 1. Remove Detail 7 - Metal Awning. ,. ,. 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 K KE w City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 09-05-2003 Plan Check Revision Permit No: PCR03168 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 0811 512003 Valuation: $0.00 Construction Type: NEW Entered By: SB Reference #: CBOl3778 Plan Approved: 09/02/2003 Issued: 09/05/2003 Project Title: THE FOURM BLDG 5 REV ELEC Inspect Area: 1925 CALLE BARCELONA CBAD Applicant: Owner: VRATSINAS CONSTRUCTION COMPANY P 0 BOX 2558 LllTLE ROCK, AR 72203-2558 501-376-001 7 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 3471 09/05/03 0002 01 02 CGP 120 = 00 P~RMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 c 37 FOR OFFICE USE ONLY EST. VAL. Plan Ck. Deposit Rate (See. 7031.6 Burinass and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to ita issuance, atno requires the applicant for such permit to file a signed statement that he is licensed pursusnt to the provisions of the Contractor's License Law [Chepter 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 s permit subjects the applicant to a civil penslty of not more than five hundred dollers 13500lJ. Name Address City StateKip Telephone I State License # License Class City Business License # Designer Name Address ' City Stetelzip Telephone State Ucenae t Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declaratlons: 0 of the work for which thla permit is isaued. 0 issued. My worker's compensation insurance carrier and policy number are: lnsurence Company Policy No. Expiration Date ITHIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performsnce 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 Cslifornie. WARNINQ: Fdwa to aecura workers' compmnsath coverage Is unlawful. and shall subject an employer to crlminal penalties end civil fines up to one hundred thousand dollars fb100.0001. In sddklon to the cost of companaatlon. damages as provlded for In Sectlon 3708 of the Labor code, interest and attorney's fees. I have and will mslntain e certificate of consent to self-insure for workers' compensstion as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation. ss required by Section 3700 of the Lebor 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 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 snd Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, end who does such work himself or through his own employeea. 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). [7 1, a8 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 contrector(s) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. of work): PROPERTY OWNER SIGNATURE DATE I am exempt under Section I personslly plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): I plan to provide portions of the work, but I hsve 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 Business and Professions Code for thin reason: m Is the applicant or future building occupent 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 ls the applicant or future building occupant required to obtain s permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of tha outer boundary of s 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 REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO LENDER'S NAME LENDER'S ADDRESS City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citp 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. 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 bulMlng Official under the provisions of this Code shall expire by limltatlon and become null and void if the building or work authorized by such permit Is not commen k authorized by such pentt is suspended or abandoned at any tirr APPLICA SIGNATURE DATE 8/(5-/03 JUDOMENTS. COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE OF THE GRANTING OF THIS PERMIT. ,'ter the work is cmm Unilorm Building Code). WHITE: File YELLOW: Applicant PINK: Finance Carlsbad 01T3778 REV 6 PCRO3168 8/27/2003 EsGil Comoration In Purtnersfiip witfi Government for Suiliing Safety 0 PLAN REVIEWER 0 FILE DATE: 8/27/2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3778 REV 6 PCR03168 SET: I PROJECT ADDRESS: 1925 Calle Barcelona Bldg 5 PROJECT NAME: Bldg 5 Exterior Lighting X The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: x Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Eric Jensen Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 8/19 Enclosures: trnsmtl.dot c Valuation Multiplier Carlsbad 01-3778 REV 6 PCR03168 8/27/2003 * FALUATION AND PLAN CHECK FEE Reg. VALUE ($) Mod. JURIS DICTION: Carlsbad PCR03168 PREPARED BY: Eric Jensen PLAN CHECK NO.: 01-3778 REV 6 DATE: 8/27/2003 BUILDING ADDRESS: 1925 Carre Barcelona Bldg 5 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb ISy Ordinance 1994 UBC Building Permit Fee I V : 1994 UK Plan Check Fee 4 Type of Review: 0 Complete Review 0 Structural Only - 0 Repetitive Fee I 71 Repeats . I) 0 Other Hourly -1 Hour* Esgll Plan Review Fee I $1 20.00] I $96.001 Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc -Q h c 3 1 1-0612003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: NADEL ARCHITECTS City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03097 1925 CALLE BARCELONA CBAD PCR Status: ISSUED Lot#: 0 Applied: 0511 512003 $0.00 Construction Type: NEW Entered By: MDP CBO 1-3778 Plan Approved: 1 1/06/2003 Issued: 11106/2003 THE FORUM I@ CARLSBAD NEW MECHANICAL SHEETS Inspect Area: STE 165 5465 MOREHOUSE DR 92121 858 552-8424 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 I FOR OFFICE USE OrJtY PERMIT APPLICATION A CITY OF CARLSBAD BUILDING DEPARTMENT I 1635 Faraday Av?., Carlsbad, CA 92008 EST. VAL. Pian Ck. Deposit Validated By I I I Date Proposed Use Legal Description Lot No. Subdivision NamelNumber Assessor's Parcel # ' ' Existing Use c 255 - O\t*? lo. \2.13* I5 255 - 021 S.b 7.6 I 63 #of Stories # of Bedrooms # of Bathrooms 22.423 SQ.'FT. (See. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$5001). Name Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address City Statelzip Telephone State License # Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: Meal 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR 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. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100.000). In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 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 propeny 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 / contractors license number): 5. of work): I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES UNO I (have / have not) 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 provtde the major work (include name / address / phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type Business and Professions Code for this reason: PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 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 EIVDINGI AGE I hereby affirm that there is a construction lending LENDERS NAME LENDERS ADDRESS 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 authorized by such permit is not comm APPLICP S SIGNATURE DATE S/s/03 itation and become null and void if the building or work rom the date of such permit or if the building or work authorized by such permit is suspended or abandoned t any tir after the work is co ys (Section 106.4.4 Uniform Building Code). WHITE: File YELLOW: Applicant PINK: Finance . . EsGil Cornoration In Partnership with Government for Suitding safety DATE: 5/28/03 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3778 REV2 D PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) X The plans transmitted herewith have been corrected where necessary and substantially comply 0 0 0 0 with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: x Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person electrical addressed with this permit. x REMARKS: Placement of (3) mechanical units on roof of Suite 5A. No ducting, gas piping, or By: Eric Jensen Enclosures: Esgil Corporation GA MB 0 EJ PC 511 7 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 Carlsbad 01-3778 REV2 5/38/03 VALUATION AND PLAN CHECK FEE JURISDICTION: Carls bad PREPARED BY: Eric Jensen PLAN CHECK NO.: 01-3778 REV2 DATE: 5/28/03 BUILDING ADDRESS: 1925 Calle Barcelona B U I L D I N G OCCUPANCY: TYPE OF CONSTRUCTION: 1994 UBC Building Permit Fee W 1994 UBC Plan Chedc Fee 4 Type of Review: 0 Complete Review c] Structural Only 17 Repetitive Fee -1 Repeats I .J 0 Other a Hourly 171 Hour* Esgll Plan Review Fee I $120.001 I $96.00 I Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc s R b v 4) d- 3 \ ,’ . e* I. ‘‘~ ’ . --Ln - City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-03-2003 Plan Check Revision Permit No: PCR03109 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 06/02/2003 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 06/03/2003 Issued: 06/03/2003 Project Title: FORUM-BLDG 5-REVISE STRAPQTOWE Inspect Area: 1925 CALLE BARCELONA CBAD Applicant: VCC CONSTRUCTION CO 216 LOUISIANA P 0 BOX 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 FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. Clw OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Total # of units - Existing @e Proposed Use AgSessor's Parcel t Name Address City (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 exemp i n. A y violation of Section 7031.5 by any applicant for a errnit subjects the applicant to Name Address City Statelzip qd zLb Ld-..>-- bO%;pC 2558 ' State License # License Class City Business License # Designer Name Address City Statelzip Telephone \ State License # 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 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. WARNINQ: Failura to secure workers' compensation coveraga is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ~$100,000). In addition to the cost of compansation, damages as provided for In Section 3708 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 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 UNO I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I tvDe of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO 0 YES 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 LENDERS ADDRESS I certify that I have reed the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN 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. itation and become null and void if the building or work k authorized by such permit is suspended or abandoned APPLICANT'S IGNATURE WHITE: File YELLOW: Applicant PINK: Finance EsGil Corporation In Partnership with Government for @uili(ing Safety DATE: June 2,2003 JURIS D lCTl ON: Carlsbad a PLAN REVIEWER 0 FILE PLAN CHECK NO.: 01-3778 (PCRO3109) SET: I PROJECT ADDRESS: 1925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) w cl 0 0 0 0 w 0 1xI 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: Revision 2 includes the tower connection details per attached memo. Applicant to carry approved set of plans to the city. Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation GA MB 0 EJ PC 6/2/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Cwhbad 03-3778 (PCROS109) Jwre 2,3003 /VALUATION AND PLAN CHECK FEE TOTAL VALUE Jurledictlan Codc JURISDICTION: Cubbad (PCR03109) I cb By Ordlnrnw PLAN CHECK NO,: Ol-a778 PREPARED BY: Aba hhnte DATE; June 2,9003 BUILDINQ ADDRESS: 1-8 C8lle Bmelona Type of Rovlhw; 0 Complete Review Q StructuralOnly -+Ti* I tl20.001 I ooe.aol 1935 Catlo Bardona Lo s Yc.rdlut(okllpr' The Pam 0 Culsbad Culsbad. CA 92009 * tel: 760-4 Wbod-to-concrete connectors that satisfy engineering and code requirements r+- MATERIAL HPA-10 gauge x 21/,~.. all others-12 gauge x 2!k' FINISH Galvanized 3x's or double 2x3. either fill every nail hole with 10dxll/i' naiis or 131 every other nail hole with 16d commons. Reduce the al1ov;able load based on the size and quantity of lasteners used. Unless otherwise noted. do NOT install where: (a) a horizontal cold joint exists within the embedment depth between the slab and foundation wall or footing beneath, unless provisions are made to transfer the load, or the slab is designed to resist the load imposed by the anchor: or (b) slabs are poured over concrete block foundation walls. To get the full table loa. the minimum center-to-center spacing is twice the embedment depth when resisting tension loads at the same time. There is an increase in the amount 01 deflection if the strap is installed on the outside of the shear panel instead of directly lo the framing. Ask for Form T-PLYWOOD for complete details. 1 , p' ? Typical Edge Installation - .. Allowable UpliR Loads Code FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited by tested concrete pullout strength (fill hole: from bottom up); additional nail holes need not be filled. Nail and bolt quantities may be reduced forther for less than 8' corner distance design loads-use code allowable loads for fasteners used in shear. TWO-POUR SYSTEMS: When a cold joint exists between slab and foundation, tee holdown will be lower on the stud wall since the embedded portion of the hc!down must be in the foundation (see table footnote 1 for exception) Fewer fasteners are used, reducing allowable loads. Loads are tafculaizd using a 4- slab Depth i No INSTALLATION Use all specified fasteners See General Notes THE PAHD, STHD AND HPAHD Keyhole lealure allows affachmenl ot duplex nail before /he concrefe pour lo hold lhe PAHO. STHO and HPAHD Strap- Ties in place (see page 23) - Install before concrete pour with a StrapMate or other holding device Bending the strap 90" to aid wall placement may cause spalling behind the strap If the spall is l'or less. measured from the embedment line to the bottom of the spall. full loads apply For spa!ls between 1' and 4' (see illustration) the allowable load is 0 90 of the table loads - For two pour installations spalling is measured lrom the first pour. Where fewer fasteners are used in the structural wood mmber, reduce loads according to the code A wood splitting problem may occur when holdowns are nailed to lumber less than 3'K wide To lessen solittino of e oier 6' and 8' foundation walls PA51 51 PAHD42, HPAHD22, HPAHD22-2P HOLDOWNS Designed to be installed at the edae of concrete Tests determined the DUllOUt strenoth with on? horizontal #4 PA68 70 2030 - rebar in the shear cone. Rebar should be a minimumlength of 2x embedment depth t 12" (except corner installations, page 25). Install before pouring concrete by nailing to form. Installation holes allow nailing to the form, resulting in 1' deeper embedment; see illustration. OPTIONS. See also HDA Holdowns. LTT, MTT, HTT Tension Ties CODES: See Daae 8 for Code Listino Kev Chart. 1 Loads ha:? wen increased 33% and 60% lor earthquake or wiiid Io~c'I:!~ with no lulher increase allowed; reduce where otherioads govw 2.16d sinkers 19 ga x 3.1.') or 10d commons may beobctituted for :h- 3 Optional fastoner hoks provided. Calculate loads aewkrg to the io* IL' ,. - maxiiniii:i (10: 3685 Its Minimum embedment is 4.5;t; thcnear?:r ?!I' .. specified 1% commons at 0.84 of the table loads. - ------ II I I 1 133 I 160 i 133 I 160 I 133 I 160 I 133 160 I I . . SINGLE POUR .- y !. -_ :d' .:i. - a. ,. ,, 12-16d I 5891 920 ' 920 2030 2030 I 1225p225 2205 2205 1 1 DdUn", . 6 . f,L' . ~. . -. ..... _. - . I "I '"YL __- - - - - . . -. TWO POUR !d Because the Droducl is limited D.t in? iypicai - 7n I PA51 Installation I 23-16d I 14420 ..?455 2455 4745 4745 12455 I2455 4875 51601 _. . -. . _. 8 1- .. . . . . . . - -. - .. . - 1 HPAHD22 may be embedded 4' into the slab and 6' into the F stemwall beneath lor a maximum load 01 2810 Ibs at 8' minimuin Irom the closes1 corner. and 1200 Ibs at '/i from the closest corner (like installation 4) edrlhquake or wind loading wiih no lurther increase allowed. reduce where Other loads govern 3 IEC siiikers (9 ga I 3Y.7 or 1Od commons may be substituted :11r specified 164 commons at 0 84 01 table lo~ds 4 '.kiiiiuiii iiall end distsnce to Dreveiit s~littiiia is tor the iwl 5 Calculate loads using straight line interpolmori 6 Optional fastener holes are provided on sBleiit for corner distances between 'h' and 8- 2roduck. opiional lasteners. ULUU LU I "UUUallUn 2 A;lowable loads have been increased 33% and 60% lor concrete foundation. you may not need to tt1jt.111 (..__ n..*n.r _. applications) HFnnurr IUI euye 7.Strap may be bent one lull cycle. 8 Rim Joist application: see Installaiioi1 3 li~ 9 for Hein Fir values reouest 7-HEMFIR-3H corner condition 4- 5" b Typical PA connecting use rmuw or etwi h Cnl.n*.l:nr ,bun.).) I..- -.I-- :. j ::; 6 -...-a- i J 1 1-07-2003 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03235 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot#: 0 Applied: 1011 612003 Valuation: $0.00 Construction Type: NEW Entered By: RMA Reference #: Plan Approved: 11/07/2003 Issued: 11/07/2003 Project Title: COLD WATER CREEK-STRUCT REVlSl Inspect Area: 1925 CALLE BARCELONA CBAD St: 164 TO STORE FRONT Applicant: NADEL ARCHITECTS Owner: STEV165 5465 MOREHOUSE DR 92121 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 processing in accordance WI 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 I FOR OFFICE US€ ONLY --e- -- PLAN CHECK NO. EST.VAL. Pian Ck. Deposit Validated By @A Date \-A .* PERMIT APPLICATION ' CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Y f @?/!J Business Name (at tiiis ad .- Address (include BldglSuite #) (See. 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 bass 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 I$5001). Name Address City Statelzip Telephone # State License I License Class City Business License # Designer Name Address 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 [$1001 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 subiect to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100.000). in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Caw 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 maior labor and materials for construction of the proposed property improvement. [7 YES 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 / address / phone number / contractors license number): Business and Professions Code for this reason: ON0 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 I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number 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 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management dlstrict? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 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 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). LENDERS 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 i h permit or if the building or work authorized by such permit is suspended or abandoned at any time aft[* lhe work i 4 Uniform Building Code). APPLICANT'S '?NATURE DATE W: Applicant PINK: Finance - ‘ EsGil Corporation In Partnership with Government for @uil;iing safety DATE: November 3,2003 JURI SO I CTlO N: Carlsbad PLAN CHECK NO.: 01-3778REV8 (PCR03235) 0 PLAN REVIEWER 0 FILE SET: I1 PROJECT ADDRESS: 1925 Calle Barcelorra PROJECT NAME: The Pavilion at La Costa (Building 5) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant 0 The applicant’s copy of the check list has been sent to: contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation GA MB 0 EJ PC 10/30103 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858) 560-1468 4 Fax (858) 560-1576 - ’ EsGil - Corporation In Partnership witti S;Ovcmment for BuiGiiing Safety %E%YT DATE: October 30,2003 JURED l CTl ON: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 01-3778REV8 (PCRO3235) 0 FILE SET: I PROJECT ADDRESS: 19925 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 5) The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list with the jurisdiction’s building codes. and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Nadel Architects; Attn: Steven Kohn 5465 Morehouse Dr, # 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: CO/h /O3(by:+h) REMARKS: Revision 8 includes structural changes at proposed recessed storefront. Telephone #: 858/552-8424 Fax #: (8SG) 552. Qq29 Mail delephone Fax/ In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA MB 0 EJ 0 PC 10/20/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3778RIkV8 (PCR03235) October 30,2003 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3778REV8 (PCR03235) PROJECT ADDRESS: 19925 Calle Barcelona DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/20/03 October 30, 2003 REVIEWED BY: Abe Doliente DATE REVIEW COMPLETED: ~- ~ ~ FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 0 Please make all corrections on the original tracings and submit two new complete sets of prints to: Esgil Corp. or to the bldg. dept. of the juris. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 0 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes Cl No Carlsbad 01-3778mVS (PCR03235) October 30, 2003 I. Plans submitted do not reflect the.proposed changes included in the building permit application. Please submit corrected plans. These must be signed by the Engineer of record. Include the stamp or seal, license expiration date and the date the plans are signed. 2. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 8581560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 0 1-3778Rl!W8 (BCR03235) October 30, 2003 'VALUATION AND PLAN CHECK FEE JURI SDI CTl ON : Carlsbad (PCR03235) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01-3778REV8 DATE: October 30,2003 BUILDING ADDRESS: 19925 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Jurisdiction Code Icb By Ordinance Bldg. Permit Fee by Ordinance I - 7 Plan Check Fee by Ordinance 'I 1 Type of Review: 0 Complete Review - 0 Repetitive Fee -3 Repeats L $120.00j 0 Structural Only 0 Other Hourly 17 Hour* Esgil Plan Review Fee I $96.00] * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc . PLANNINGIENGINEERING APPROVALS PERMYTNUMBERCB *5 DATE RESlDENTlAL ADDITION MINOR (<$10,oO0.00~ PLAZA CAMINO REAL: CARLSBAD COMPANY STORES COMPLETE OFFICE BUILDING OTHER ENGINEER. DATE Carlsbad Fire Department 03235 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Pian Review Requirements Category: Building Pian Date of Report: 10/23/2003 Reviewed by: Name: Nadel Architects Address: 5465 Morehouse Drive Suite 165 City, State: San Diego CA 92121 Plan Checker: Job#: 03235 Job Name: Forum Bldg. 5 Bldg #: PCR03235 Job Address: 1925 Calle Barcelona Ste. or Bldg. No. p~ Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete ' The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 03235 FD File # 10/30/$003 14: 56 - -. .* TO: FAX NO.: ATTENTION: PAGE 01 18585528429 NADEL SD Facsimile Transrn ission Oate: 10-30-03 Regarding; The Forum at Carlsbad Nadel Project Number: 01 188 Esgil Corporation NUMBER OF PAGES: 5 (858) 560-1 576 Abe Doliente (Includlng this page) BY: p!y%?3K Carlsbad 01 -3778 rev. 8 (PCR0235) Building 5 (1 925 Calle Barcelona) City of CARLSBA!~ BUILD\NG DEPT* THESE ARE: a for your approval 0 per your request for your files 0 for review and comment for use on job 0 signature Remarks: Abe, Attached are the 8-1/2 x 11 sheets I had submitted to the City on 10/16/03 and the application. I gave them three copies, I am not sure what they sent you. Please review and let us know if you have any other questions, thank you! If enclosures listed above are not received, notify at once. Very truly yours, Nadel Archltects Inc. cc: Hanna Harris 18/38/2083 14: 50 18585528429 . o~~-i4-b3 TUE 9:03 AM MESRI ENGINEERING FACSlMl LE TRANSMITTAL M€SRI €NGIINEERINC : OCT-h4-03-TUE 9:04 AM MESRI ENGINEERING -- EXISTING LANDLORD SHELL -.. \ \, -. -. . -. -. L-.. 6 X 6 NEW WOOD POST~J TO SUPPORT EXISTING GLU-LAM BEAM. USE SIMPSON CC5 114-6 AT TOP AND SIMPSON PHD2 HOLD DOWN AT BOTTOM. SEE NADEL (LANDLORDS) STRUCTURAL DRAWING SHEET S-5 FOR DETAILS TO DRILL AND.,.,, EPOXY WOLD DOWN TO EXISTING \. CONCRETE SLAB. TYPKAL BOTHS SIDES OF ENTRY. @-- /’ ,/” ---e P. z EXISTNG LANDLORD STRUCTURAL COLUMN MAY BE REMOVED AFTER NEW STRUCTURE IS APPROVED 8Y NADEL -AND INSTALLED BY GC. N0TE:NADEL ARCHITECTS OR THEIR ENGINEER TO VERIFY TYPE OF WOOD POST OCTOBER 2, 2009 OCT-14-03 TUE 9: 04 AM MESRI ENGINEERING E 2 $2 eod 3 FAX NO, 858 11'136"158 S ._ . - .. . ili R P City of Carlsbad 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 Setvice fees in connection with this project. NOR DOES IT APPLY to any ~ fli i i r vi pwi xi . 1635 Faraday Av Carlsbad, CA 92008 04-0 1 -2003 Plan Check Revision Permit No: PCR03052 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot #: 0 Applied: 03/17/2003 Valuation: $0.00 Construction Type: NEW Entered By: MDP Reference #: CBO1-3778 Plan Approved: 04/01/2003 Issued 04/01/2003 Project Title: THE FORUMQCBAD-BLDG 5 Inspect Area: 1925 CALLE BARCELONA CBAD DEFFERED ROOF TRUSS SUBMllTAL Applicant: vcc Owner: 1648 04/01/03 00Q2 01 02 CGP 240 00 760 479-0570 Plan Check Revision Fee Additional Fees $240.00 $0.00 ~ ~~~ ~ ~ ~~~~~~~ ~ Total Fees: $240.00 Total Payments To Date: $0.00 Balance Due: $240.00 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 Name Address City Statelzip Telephone # State License # License Class City Business License # FOR OFFICE USE ONL PLAN CHECK NO.@ k403-sz EST. VAL. Plan Ck. Deposit Designer Name Address City Statelzip Telephone State License # 0 of the work for which this permit IS issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IS1001 OR LESS) [7 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 io secure workers' compensation coverage is unlawful, and shall subject an employer io criminal penalties and civil fines up to one hundred thousand dollars ($100.000). In addition to the cost of compansation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE I hereby affirm that I em 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. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hiredl the following persons to provide the work indicated (include name I address I phone number I type of work): PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO 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. a ENDIN 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 ERTl 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 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 by such permit is rom the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is .4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE 3% ,/703 WHITE: File YELLOW: Applicant PINK: Finance EsGil - Corporation In Partnership wit/ Government for Builifing Safety DATE: March 24,2003 JURISDICTION : Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 01-3778 (PCR03-52) SET: I P FILE PROJECT ADDRESS: 1925 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: ) Fax #: Mail Telephone Fax In Person REMARKS: Deferred Truss submittal By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ PC 311 3/03 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3778 (PCRO3-52) March 24, 2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 52) PLAN CHECK NO.: 01-3778 (PCR03- PREPARED BY: Abe Doliente DATE: March 24,2003 BUILDING ADDRESS: 1925 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Jurisdiction Code Icb By Ordinance I Bldg. Permit Fee by Ordinance Pian Check Fee by Ordinance 1 I $240.001 Type of Review: 0 Complete Review Structural Only [7 Repetitive Fee Repeats Other Hourly I 21 Hours* Esgll Plan Revlew Fee * Based on hourly rate Comments: Sheet 1 of 1 rnacvaiue.doc May 6,2003 D.A. Whit&- Construction 1108 Greenfield Dr. El Cajon, CA 92021 Am: Dave Kapalla Re: The Forum at Carlribad - Ap1. bdk&i@ 27042 Towne Centre Drive, Suite 200 A foothill Ranch, Colifornia 92610 A Phone 949.616.1600 A Fax 949.616.1616 FAX NO. Pcq 27367E8 P. 1 STRUCTURAL CONSULTING 2180 GARNET AYE., SUITE 2E SAN PI$GO. CALLFORMA 92109 (PI SSS 273 8701, ed; mlkcmti&ul.com 858 273 6758 TO: Mr. Steve Kohn At Nadel Aichitects Re.: The Farurn at Carlsbad Shops Tmse Spacing Date: March 13,2003 Dear Stcve: It is ok to use I joist trusses at 32" on center on the roofis. It is imponant to note that the plywood must change to 518'' ply emctural XI 40/20, instead of Val' ply structural L All other plywood requirements stay the eame. WL If you have my questions plew call w. . .. Very Truly Yours c NUMBER TO Vratsinas Construction Company Citv of Carlsbad Letter of Transmittal ADDRESS ATTENTION: Forum @ Carlsbad - 1935 Calle Barcelona Carlsbad, CA 92009 Phone: 760-479-0570 Fax: 760-479-061 3 Los Angeles, Little Rock, Atlanta, Dallas Mike Peterson vcc2ooo.co M BY Architectural Drawings Messenger Engineering Drawings Jobsite Pickup Mechanical Drawings U.S. Mail Electrical Drawings DATE: March 14,2003 I JOB I1491 I JOB TITLE I Forum @ Carlsbad Sample Technical Data Transmittal Architectural Sketches UPS Next Day First Class Special Delivery Shop Drawings Structural Sketches Specifications Addenda LATEST NAME DRAWING NO. DATE COPIES Wet Stamped Trus Joist Plans Plan 3 Check #CBOl-3778...1925 Calle Barcelona REMARKS TRANSMITTAL Q Title BY Architectural Drawings Nadel Architects Inc. Structural Drawings Nadel Architects Inc. Mechanical Drawings Not Provided Fire Sprinkler Drawings Not Provided Steel Shop Drawings Not Provided TJ Product Package Date Rev. # Sheets 4/2/02 N.A. Al.l to A9 4/3/02 N.A. s1 to s11 N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. N.A. For The Forum at Carlsbad Carlsbad. CA (Our Job # SCOZE02064) March 14. 2003 Reference Documents: I warrant that this Trus Joist Product Package has been provided to the contractorhstaller 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 Ph: (949)-616-1600 Fax: (949)-616-1616 ? SAP# 1 Qty 1 Type I * SC02E02064 Notes Series Depth Cut Length Pr. Length Lineal Ft. TheForum at Carlsbad Job Address Job City. State Zip Engineering Office : Orange Sales Representative : Goldstein, Paul Job Coordinator Designer Draftsman Revision Number : 35 : 1935 BALLE BARCELLONA tp : Carlsbad, CA 92009 : -ON HOLD- Vaca, Andres TJI/L65 14" 14" TJIL65 14" TJIL65 16" TJIL65 I 16" 13147 ' 13147 13148 160 L 13148 6 L1 166 ____________--_ I I I Printed By : Anthony Benny Server : TJM0052NT/Orange/TJM Version : 5.9a 1,568.0 ' 30'-6" 91.5 ~ 5,350.0 7,009.5 24'"'' 24-6" 3,920.0 3 1'-6" 3 1'-6" 189.0 4,109.0 24-6" 30'-6" 25'-0" 25'-0" __-___-_____-___-___________ ............................ Release: R4 PlantNumber : Status : Engineering Plant : Chino Description : The Forum at Carlsbad - Building #5 21608 21616 1 TJI Products - Joists 1148 14.00 TJIL65 Field Installed 696 16.00 TJIL65 Field Installed 19791 1 3 BI314-2 19796 1 321 BI318-2 20332 ~ 538 ITT314 20391 1 6 LBV314XR45 20395 1 9 LBV318XR45 20474 I 9 MIT314-2 18073 265 MIT318 1 TJI Products - Web Stiffeners 2-16d 4- 16d 2-N10 H7 2- 16d 4-16d 2-N10 H4 4- 16d 2-16d 2-N 10 H1 4- 16d 2-16d 4 -N10 H5 4-16d 2-16d 4 .N10 H6 4- 16d 2-16d 2-N10 H2 4- 16d 2-16d 2-NlO H3 Any Products - Hangers I SAP# I Qtyl Hanger 1 Top 1 Face 1 Joist 1 Type 1 Notes SC02E02064 The Forum at Carlsbad 105 1 :O 1 AM 3/14/03 2 I TJIrProducts - Blocking Panels Series 1 Length End Blocks Notes 21593 1 19 ~ 14.0000 TJIL65 20 , 14.0000 TJIL65 21593 I 18.0000 TJI/L65 ::::: ~ l7i ~ 18.0000 1 TJI/L65 29.3750 Without End Blocks 1 45.0000 Without End Blocks 29.3750 Without End Blocks 45.0000 Without End Blocks 21100 1 115 Ibs. I 16d(16dx3.5)Nail 21096 1 16 Ibs. I NIO(IOdx1.5)Nail SAP# ~ Qty Description SC02E02064 The Forum at Carlsbad Notes 105 1 :01 AM 3/14/03 3 L.’ .... .. - r 1 .. -. .......... __ , I 111 .... L .. I _ e 000000 . -1- I . . - - - - - .- -. - !- -1- -T- I I -1- -1- I _- ! -!- -1- T- _- I -1- I -1- _;_ iw, -1- , -1- i -_ 1- ,, I J--- I- j -1- ! -I- 1- I -1- -1- _____ -+- -j- -I- I I I I -I- I I -I- I -- -!- -!- -- -;- -7- p; - I .I .-I_ -- _I_.- -- -1- -- -I- -1- I I -_ 7eT- I -I- -4- -1- I- 1 T I -- -- -i- Type K (Single) AX%pWU3dyma Load from wall brace TJ-Beam(TM) 6 05 Serial Num er 70021 1 519 User 4 3/14/03 8 14 gl AM Page 1 Engine Version 1 5 12 14" TJI@/L65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN .Qr-p+4T CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 RoofSlopeOM2 I I 0 24' 6 In'' Q 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) 144.0 0.0 189I16 - Wall Brace Load SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotaal Depth 1 Glulam or solid sawn lumber beam 3.38' Hanger 704 I491 IO I 1 194 1 14.00 NIA TopMountHanger None 2 Glulam or solid sawn lumber beam 3.50" Hanger 797 I491 IO I 1288 1 14.00" N/A TopMount Hanger None HANGERS: Simpson Stronq-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger ITT314 0112 0 N/A No 0 Douglas Fir Top Mount Hanger ITT314 0112 0 NIA No 0 Douglas Fir Q, @2 -Nailing for Support 1 : Face: 2-f: 10 , Top 4-NLi0 , Member: 2-N10 -Nailing for Support 2: Face: 2-?0d , Top 4-1Ei$, Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -1 261 -1261 2826 Passed (45%) Rt. end Span 1 under Wind loading Vertical Reaction (Ibs) 1261 1261 2507 Passed (50%) Bearing 2 under Wind loading Moment (Ft-Lbs) 731 1 731 1 10181 Passed (72%) MID Span 1 under Wind loading Live Load Defl (in) 0.742 0.799 Passed (U388) MID Span 1 under Wind loading Total Load Defl (in) 1.217 1.198 Passed (U236) MID Span 1 under Wind loading I 1.1 -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIQI 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\Deslgns\Sizing\PavBldg.S\new\Type K Single (Load from wall brace).sms Type K (Single) Load from wall brace -mr-p@ , TJ-Beam(TM) 6.05 Serial Num AW-@x# er 7 21 Byiw 1 519 User: 4 3/14/038:14,53 AM 14" TJWL65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Page 2 Engine Version: 1.5 12 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. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIC9 and TJ-Bead are registered trademarks of TTUS 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\Designs\Sizing\PavBldg.5\new\Type K Single (Load from wall brace).sms 7 Type K (Single) Load from Mech Unit . TJ-Beam(TM) 6 05 Serial &%e%h%88 User 4 3/.14/03 8 15 57 AM Page 1 Engine Version 1 5 12 14" TJIWL65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED mr-@w Member Slope: Ofl2 Roof Slope.375tl2 I I Q 24' 6 In** P 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(lbs) Roof(1.25) 0 178 5' 160W mech. unit over 9 points SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotaI Depth 1 Glulam or solid sawn lumber beam 3.38" Hanger 654 I 634 IO I 1288 1 14.00 NIA TopMountHanger None 2 Glulam or solid sawn lumber beam 3.50 Hanger 655 I526 IO / 1181 1 14.00 NIA TopMountHanger None HANGERS: Simpson Strong-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger In314 0112 0 NIA No 0 Douglas Fir 8: Top Mount Hanger 1TT314 0112 0 NIA No 0 Douglas Fir -Nailing for Support 1: Face: 2-63d, Top 4-?W', Member: 2-N10 -Nailing for Support 2: Face: 2-Hld , Top 4-NiO , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1262 1262 2656 Passed (48%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1262 1262 2356 Passed (54%) Bearing 1 under Roof loading Moment (Ft-Lbs) 71 30 7130 9569 Passed (75%) MID Span 1 under Roof loading Live Load Defl (in) 0.634 1.198 Passed (U454) MID Span 1 under Roof loading Total Load Defl (in) 1.189 1.598 Passed (U242) MID Span 1 under Roof loading I' 11 -Deflection Criteria: STANDARD(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 Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright @ 2002 by Trus Joist, a Weyerhaeuser Business TJIW and TJ-Beam@ are registered trademarks of Trus Joist. e-I JoiStn,Pron and TJ-Pron 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\PavBldg.5\new\Type K Single (Load from rnech.).sms Type K Dbl Load from Header & Wall bracing 4R7prIuyjyugnrss * TJ-Bearn(TM) 6 05 Serial Num er 7 21 1 519 User 4 3/1d/03 8 17 QB AM Page 1 Engine Version 1 5 12 14" TJWL65, 2 plies @ 24" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .elr-y* Member Slope: OM2 Roof Slope.375M2 I l 0 24'6 1R" 0 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 Uniform(p1f) Wind(1.33) 144.0 0.0 0 To 17' 9 9/16" Adds To Wall Braces Point(lbs) Roof(1.25) 408 307 15' 3" Header Load Point(lbs) Roof(1.25) 169 127 18' 3" Header Load SUP PORTS : Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftfTotal Depth 1 Glulam or solid sawn lumber beam 3.38' Hanger 1984 / 515 IO / 2499 1 14.00" N/A TopMountHanger None 2 Glulam or solid sawn lumber beam 3.50 Hanger 1358 I655 IO I 2013 1 14.00" NIA Top MountHanger None -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger fXW-2 0112 0 NIA No 0 Douglas Fir 8: Top Mount Hanger MIT314-2 0112 0 NIA No 0 Douglas Fir u 0 ) I -Nailing for Support 1: Face: 4-/@Top 3-Nh. Member: 2-N10 -Nailing for Support 2: Face: 2-1Cu , Top 4-10d , Member: 2-Nl0 DESIGN CONTROLS: Shear (Ibs) 2445 2445 5653 Passed (43%) Vertical Reaction (Ibs) 2445 2445 5653 Passed (43%) Moment (Ft-Lbs) 15404 15404 21 177 Passed (73%) Live Load Defl (in) 0.932 1.198 Passed (U309) Total Load Defl (in) 1 256 1.598 Passed (U229) Maximum Design Control Control -Deflection Criteria: STANDARD(LL: U240,TL:UI80). -Allowable moment was increased for repetitive member usage. Location Lt. end Span 1 under Wind loading Bearing 1 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 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 Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, TJI@ and TJ-Beam are registered trademarks of Trus Joist. e-I Joistm.Prou and TJ-Prom are trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. G:\TJCADD\JOB\SCOZEOZO64\Designs\Sizing\PavBldg.S\new\Type K Load #l.sms a Weyerhaeuser BusiAess Type K (Dbl ) Load from Mech Unit & Header * TJ-Beam(TM) 6 05 Serial i~%&~ft%%!!! User 4 3/M/03 8 18 15 AM Page 1 Engine Version 1 5 12 14" TJ181L65, 2 plies @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED .rnT-ipe Member Slope: On2 Roof Slope.375fl2 I I e 24' 6 1R" Q 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(1bs) Roof(1.25) 0 178 5' 160W mech. unit over 9 points Point(lbs) Roof(1.25) 567 425 21'3 9/16" - Header load S U PPO RTS : Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 3.38' Hanger 724 I686 IO 1 1410 1 14.00" NIA TopMount Hanger None 2 Glulam or solid sawn lumber beam 3.50" Hanger 1152 I899 IO I2051 1 14.00" NIA TopMountHanger None HANGERS: Simpson Stronu-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger MIT314-2 0112 0 NIA No 0 Douglas Fir Top Mount Hanger MIT314-2 0112 0 NIA No 0 Douglas Fir @I B2 -Nailing for Support 1: Face: 2-M4&, Top 4-fi IO, Member: 2-N10 -Nailing for Support 2: Face: 2-:N , Top 4-!3d , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -2024 -2024 5313 Passed (38%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 2024 2024 4713 Passed (43%) Bearing 2 under Roof loading Moment (Ft-Lbs) 8629 8629 19137 Passed (45%) MID Span 1 under Roof loading Live Load Defl (in) 0.398 1.198 Passed (Ln23) MID Span 1 under Roof loading Total Load Defl (in) 0.736 1.598 Passed (U391) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL:U240,TL:UI 80). -Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 2" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 1, i PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIm and TJ-Beam@ are registered trademarks of Trus Joist. e-I Joist',?ron and TJ-Pron 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\?avBldg.5\new\Type K Dbl. (Load from mech. & Header).sms Type K1 (single) Wall brace loaded User 4 3/1.3/03 4 05 %3 PM 14" TJ181L65 @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version 1 5 12 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope.375M2 I I 0 22' 3" 0 A11 dimensions are horizontal. Product Diagram 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(pl9 Wind(l.33) 71 .O 0.0 8' 3" wall brace SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 3.38' Hanger 653 I445 IO / 1098 1 14.00" NIA TopMount Hanger None 2 Glulam or solid sawn lumber beam 3.50" Hanger 628 / 445 IO I 1074 1 14.00 N/A TopMountHanger None -Web stiffeners are required at support(s). 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 ITT314 0112 0 N/A No 0 Douglas Fir 8: Top Mount Hanger LBV314XR45 Ol12 45 (Right) NIA No 0 Douglas Fir -Nailing for Support 1: Face: 2-N1U , Top 4-N?ll , Member: 2-N10 -Nailing for Support 2: Face: 2-b!!10 , Top 4-M0 , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1072 -1012 2656 Passed (38%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1012 1012 2356 Passed (43%) Bearing 1 under Roof loading Moment (Ft-Lbs) 5867 5867 10181 Passed (58%) MID Span 1 under Wind loading Live Load Defl (in) 0.483 1.084 Passed (U539) MID Span 1 under Wind loading Total Load Defl (in) 0.807 1.445 Passed (U322) MID Span 1 underwind loading I< i /i. a -Deflection Criteria: STANDARD(LL:L/240,TL:U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 5" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIW and TJ-Beam are registered trademarks of Trus Joist. e-I Joistn,Pro" and TJ-ProI are trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. G:\TJCADD\JOB\SCOZE02064\Designs\Sizing\PavBldg.5\new\Type K1 single (wall bracel.sms Type K2 (Dbl) Load from wall & Roof above AW~$I.X~~U~NIJ TJ-Beam(TM) 6 05 Serial Num r 70 21 1 51 9 User 4 3/f4/03 8 20 61 AM Page 1 Engine Version 1 5 12 14" TJI@/L65, 2 plies @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN :g3Tmy* CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope.375fl2 I I P 25' 0 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) Roof(l.25) 158.0 328.0. 5' 5" Roof Load above Point(plf) Roof(1.25) 0.0 147.0 5' 5" Wall load above SUPPORTS : Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/DeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 3.75" Hanger 1001 / 1503 IO I2503 1 14.00 N/A TopMountHanger None 2 Glulam or solid sawn lumber beam 3.38" Hanger 754 / 765 / 0 / 1518 1 14.00" NIA Top Mount Hanger None -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Stronq-Tia Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger 81314-2 0112 0 N/A No 0 Douglas Fir Top Mount Hanger MIT314-2 0112 0 N/A No 0 Douglas Fir -Nailing for Support 1: Face:4MTop 2-Ni0, Member: 2-N10 -Nailing for Support 2: Face: 2-MiU , Top 44jO , Member: 2-N10 DESIGN CONTROLS: Shear (Ibs) 2474 2474 5313 Passed (47%) Vertical Reaction (Ibs) 2474 2474 531 3 Passed (47%) Moment (Ft-Lbs) 11926 11926 19137 Passed (62%) Live Load Defl (in) 0.444 1.220 Passed (U660) Total Load Defl (in) 1.01 2 1.62% Passed (U289) -Deflection Criteria: STANDARD(LL:U240,TL:U180). , Maximum Design Control Control 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' 4" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIO, and TJ-Beam are registered trademarks of Trus Joist. e-I JoisP,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\SCOZEO2064\Designs\Sizing\PavBldg.5\new\Type K2 single (Load from wall & roof).sms Type K2 (single) Load from unit ' TJ-Beam(TM) 6 05 Serial ku~%$l%5~ User 4 3/T4/03 a 21 42 AM Page 1 Engine Version 1 5 12 14" TJWL65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN -eC3%+7* CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 Roof Slope.375M2 I I -- 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) Roof(1.25) 0.0 178.0 5' 1600# Unit over 9 points SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotaI Depth 1 Glulam or solid sawn lumber beam 3.75" Hanger 668 I884 IO I 1552 1 14.00 NIA TopMountHanger None 2 Glulam or solid sawn lumber beam 3.38' Hanger 666 I591 I 0 I 1257 1 14.00' NIA TopMount Hanger None HANGERS: Simpson Strona-TieGD Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger ITT314 0112 0 NIA No 0 Douglas Fir 8: Top Mount Hanger 1TT314 0112 0 NIA No 0 Douglas Fir -Nailing for Support 1: Face: 2-!W', Top 4-15d , Member: 2-N10 -Nailing for Support 2: Face: 2-MO , Top 4-Mi0 , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1523 1523 2656 Passed (57%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1523 1523 2356 Passed (65%) Bearing 1 under Roof loading Moment (Ft-Lbs) 8108 8108 9569 Passed (85%) MID Span 1 under Roof loading Live Load Defl (in) 0.680 1.220 Passed (U431) MID Span 1 under Roof loading Total Load Defl (in) 1.406 1.627 Passed (U208) MID Span 1 under Roof loading It 1, -Deflection Criteria: STANDARD( LL: U240,TL: U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 9' olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by TKUS Joist, a Weyerhaeuser Business TJI@ and TJ-Beam are registered trademarks of Trus Joist. e-I Joistw,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\Siring\PavBldg.5\new\Type K2 single lunit1.sms Type L (single) Load from wall & Roof above TJ-Beam(TM) 6 05 Serial &%&?7ml%5% User 4 3/f4/03 8 32 95 AM Page 1 Engine Version 1 5 12 18" TJWL65 @ 16" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED :Q%q7* Member Slope: 0112 Roof Slope.3?5Pl2 Irl: IW I I 0 24 6 IR" 0 - - - 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(plf) Roof(1.25) 48.0 54.0 6 Roof Load above Point(plf) Roof(1.25) 0.0 72.0 6' Wall load above Point(plf) Roof(1.25) 159.0 328.0 9' 7 9/16 - Roof laod above Point(plf) Roof(1.25) 0.0 145.0 9'7 9/16 - Wall load above Point(plf) Roof(1.25) 16.0 33.0 14' 8 9116" - Roof load above Point(lbs) Roof(1.25) 0 145 14'8 9116" - Wall load above SUPPORTS: Input Bearing Vertical Reactions (Ibs) Width Length LivelDeadlUpliftrrotal 1 Glulam or solid sawn lumber beam 3.50 Hanger 514 I834 IO I 1348 2 Glulam or solid sawn lumber beam 3.38" Hanger 438 I645 I 0 I 1083 Product Diagram is Conceptual. Ply Depth Nailing Detail Other 1 14.00 NIA TopMount Hanger None 1 14.00 NIA TopMount Hanger None Depth HANGERS: SimDson Strong-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger MIT318 0112 0 NIA No 0 Douglas Fir 8: Top Mount Hanger MIT318 0112 0 NIA No 0 Douglas Fir -Nailing for Support 1: Face: 2$!1U', Top 4-R!'iO, Member: 2-N10 -Nailing for Support 2. Face: 2-M5f , Top 4-F!50 , Member: 2-N10 I- DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 1334 1334 3169 Passed (42%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1334 1334 2356 Passed (57%) Bearing 1 under Roof loading Moment (Ft-Lbs) 9583 9583 12785 Passed (75%) MID Span 1 under Roof loading Live Load Defl (in) 0.299 1 198 Passed (U961) MID Span 1 under Roof loading Total Load Defl (in) 0 835 1.598 Passed (U345) MID Span 1 under Roof loading -Deflection Criteria: STANDARD(LL: U240,TL:U180). -Allowable moment was increased for repetitive member usage. -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: OPERATOR INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright c 2002 by Trus Joist, a Weyerhaeuser Business TJIaD 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\SC02EO2064\Designs\Sizing\PavBldg.S\new\Type L single (Load from wall h roof).sms Type L (single) Load from wall & Roof above with rnech unit * TJ-Beam(TM) 6 05 Serial &%$%%%5% User 4 3/14/03 8 33 59 AM Page 1 Engine Version 1 5 12 18" TJl@/L65 @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Qr. Member Slope: OH2 Roof Slope.375H2 I I 0 24'6 112'' 0 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) Roof(1.25) 48.0 54.0 6 Point(plf) Roof(1.25) 0.0 72.0 6 Point(lbs) Roof(1.25) 0 178 19'39116" - SUPPORTS : Input Bearing Width Length 1 Glulam or solid sawn lumber beam 3.50" Hanger 2 Glulam or solid sawn lumber beam 3.38' Hanger HANGERS: Simpson Stronn-Tie@ Connectors support Model Slope Skew Top Mount Hanger MIT318 0112 0 Top Mount Hanger MIT318 0112 0 Roof Load above Wall load above 160W unit over 9 points Vertical Reactions (Ibs) Ply Depth Nailing Detail Other LivelDeadlUplifVTotal Depth 752 I784 IO I I536 1 14.00" NIA TopMountHanger None 685 I712 10 I1397 1 14.00' NIA TopMountHanger None Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species N1A No NIA No -Nailing for Support 1: Face: 2-bl1.5, Top 4-N10, Member: 2-Nl0 -Nailing for Support 2: Face: 2-N1dI Top 4-Fl'r01 Member: 2-N10 DESIGN CONTROLS: Shear (Ibs) 1509 1509 3169 Passed (48%) Vertical Reaction (Ibs) 1509 1509 2356 Passed (64%) Moment (Ft-Lbs) 8499 8499 12294 Passed (69%) Live Load Defl (in) 0.400 1.198 Passed (U720) Total Load Defl (in) 0.817 1.598 Passed (U352) ! ': Maximum Design Control Control -Deflection Criteria: STANDARD(LL:U240,TL:UI 80). 0 Douglas Fir 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' 2" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-Beau& 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\SC02EO2064\Designs\Siz~ng\PavBldg.5\new\Type L single (Load from wall & roof 6 mech) .sms Type L(DBL.> Load from LAI&L PjhoF di3eu& ' TJ-Bearn(TM) 6 05 Serial iuw7%$l%5?% User 4 3/14/03 8 36 4 AM Page 1 Engine Version 1 5 12 18" TJIWL65, 2 plies @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN *Qr-7* CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: Ofl2 Roof Slope.375fl2 1 I 0 24'6 1R" e 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) Roof(1.25) 48.0 54.0 6' Roof Load above Point(p1f) Roof(1.25) 0.0 72.0 6 Wall load above Point(1bs) Roof(1.25) 160 120 6 Header Load Point(1bs) Roof(1.25) 413 310 9 Header Load Point(1bs) Roof(1.25) 0 178 19'6 112" - 1600# unit over 9 points SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 3.50 Hanger 1137 I 1071 IO / 2208 1 14.00 NIA Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.38" Hanger 873 1 855 I 0 / 1728 1 14.00" N/A TopMount 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 B\ 3 10 -Z 011 2 0 N/A No 0 Douglas Fir Top Mount Hanger Br SG3- L 011 2 0 NIA No 0 Douglas Fir 431 @2 -Nailing for Support 1 : Face: Y-(& Top2cY50 , Member: 2-NIO -Nailing for Support 2: Face:q-rs.&TopZM?U , Member: 2-Nl0 DESIGN CONTROLS: '. I Maximum Design Control Control Location Shear (Ibs) 2181 2181 6338 Passed (34%) Lt. end Span 1 under Roof loading Vertical Reaction (Ibs) 2181 2181 6338 Passed (34%) Bearing 1 under Roof loading Moment (Ft-Lbs) 13221 13221 24587 Passed (54%) MID Span 1 under Roof loading Live Load Defl (in) 0.308 1.198 Passed (U932) MID Span 1 under Roof loading Total Load Defl (in) 0.598 1.598 Passed (U481) MID Span 1 under Roof loading -Deflection Criteria: STANDARD( LLU240,TL: U180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 4' 9' olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJI@ and TJ-BeanuS1 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\SCO2EO2064\Designs\Sizing\PavBldg.5\new\Type L Dbl. (Load from wall 6 roof above).sms Type L (Dbl ) Load from wall & Roof above with post above ' TJ-Beam(TM) 6 05 Senal&%$%@?l%~ User 4 3/14/03 8 38 13 AM Page 1 Engine Version 1 5 12 18" TJIWL65, 2 plies @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -Q%+pw Member Slope: OM2 Roof Slope.375Pl2 I I 0 24'6 In" 0 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) Roof(1.25) 48.0 54.0 6 Roof Load above Point(plf) Roof(1.25) 0.0 72.0 6' Wall load above Point(lbs) Roof(1.25) 528 594 6 Load from post above Point(lbs) Roof(1.25) 0 178 196 112" - 1600# unit over 9 points SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 3.50 Hanger 1154 1 1235 10 12389 1 14.00' NIA Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.38' Hanger 810 I855 IO I 1666 1 14.00 N/A TopMountHanger None -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Strong-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger D13w-L 0112 0 N1A No 0 Douglas Fir Top Mount Hanger plS+l-L 0112 0 NIA No 0 Douglas Fir -Nailing for Support 1: Face: 9UTop2-N:i, , Member: 2-N10 -Nailing for Support 2: Face:+/gdTop 2.-HiO, Member: 2-N10 DESIGN CONTROLS: 13 Maximum Design Control Control Shear (Ibs) 2362 2362 6338 Passed (37%) Vertical Reaction (Ibs) 2362 2362 6338 Passed (37%) Moment (Ft-Lbs) 12280 12280 24587 Passed (50%) Live Load Defl (in) 0.279 1.198 Passed (U999+) Total Load Defl (in) 0.575 1.598 Passed (U500) -Deflection Criteria: STANDARD(LL:U240,TL:U180). 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' 11" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIO and TJ-Beam are registered trademarks of Trus Joist. e-I Joistn,Prom and TJ-Prom 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\PavB~dg.5\new\Type L Dbl. (Load from wall h roof above & post).sms Type L1 (single) Load from wall & Roof above .aqg%kl$ti* fJ-Beam(TM) 6 05 Serial du2%$/%%?85?8 Page 1 En'gme Versih 1 5 12 ' User 4 3/1 3/03 4 07 27 PM 18" TJIWL65 @ 16" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OM2 RoofSlope.375fl2 I I 0 22' 9 3w 0 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) Roof(1.25) 317.0 357.0 8' 3" Roof Load above Point(plf) Roof(1.25) 0.0 193.0 8' 3' Wall load above SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 3.50 Hanger 576 / 699 IO / 1275 1 14.00 N/A Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.38' Hanger 455 / 491 IO I 946 1 14.00 N/A Top Mount Hanger None -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements HANGERS: Simpson Stronci-Tie@ Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species @I Top Mount Hanger LBV318XR45 0112 45 (Right) NIA Top Mount Hanger MIT318 0112 0 N/A -Nailing for Support 1: Face: 24" , Top 4-Ki0 , Member: 2-N10 -Nailing for Support 2: Face: 2-N50 , Top 4-b!!;0 , Member: 2-N10 DESIGN CONTROLS: Shear (Ibs) 1261 1261 3169 Passed (40%) Vertical Reaction (Ibs) 1261 1261 3169 Passed (4Ooh) Moment (Ft-Lbs) 8560 8560 12785 Passed (67%) Live Load Defl (in) 0.276 1.1 12 Passed (U967) Total Load Defl (in) 0.621 1.483 Passed (U430) -Deflection Criteria: STANDARD(LL:L/240,TL:UI80). -Allowable moment was increased for repetitive member usage. Maximum Design Control Control 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' 2" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Marcello Jacobs Trus Joist Phone : 949.455.8259 Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIm and TJ-Beam are registered trademarks of Trus Joist. e-I JoiStn,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\SC02EO2064\Designs\Sizing\PavBldg.5\ne~\Type I1 single (Load from wall 6 roofl.sms i P J 3 c-8 3' $4 c v