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Home My WebLink About1911 CALLE BARCELONA; BLDG 4; CB013779; Permit\ ZOYP @of Carlsbad @d,)' h Lab 1635 Faraday Av Carlsbad, CA 92008 12-09-2002 Commercial/lndustriaI Permit Permit No: CBO13779 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: COMMIND Sub Type: COMM Parcel No: Lot #: 0 Status: ISSUED Valuation: $1,489,166.00 Construction Type: VN Applied: 12/07/2001 Occupancy Group: Reference #: Entered By: JM Project Title: PAVILION @ LA COSTA - BLDG#4 Plan Approved: 12/09/2002 NEW RETAIL STORE - 31,416 SF Issued: 12/09/2002 Applicant: Owner: NADEL ARCHITECTS 191 1 CALLE BARCELONA CBAD Inspect Area: STE 165 5465 MOREHOUSE DR 92121 858 552-8424 3024 12/09/02 0002 01 02 CGP fi4636*56 Total Fees: $1 14,636.56 Total Payments To Date: $2,620.49 Balance Due: 112,016.07 Building Permit Add'l Building Permit Fee Plan Check Add'l Pian Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee 8TD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $4,069.71 $0.00 $2,645.31 $0.00 $0.00 $312.72 $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 I Additional Fees $0.00 $0.00 $0.00 $63,462.00 $27,102.82 $0.00 $0.00 $0.00 $15,700.00 $0.00 $84.00 $1,260.00 $0.00 $0.00 $0.00 $0.00 $0.00 *. A I TOTALPERMITFEES r $1 14.636.56 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. PERMIT APPLICATION 4. I plan to provide portions of the work, but /ontractom license number): I PLAN CHECK NO. Plan Ck. Deposit I ~ ~ ~~ wmn to wordinate, supervise and pmvide the major work (indude name I address I phone number I CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Far d y A e., Carlsbad CA 92008 74 rY Validated By IDafs -%*' rm B@UM Address (indude Bldg/Suite #) Business Name (at this address) Total # of units Phase No. %-c& Unit No. Loi No. Subdivision NameMumber 955 * 021 - 5,/47SA I Existing Use ?JJ ,ql& Description of Work SQ. h. # of stories # d Bedrooms # d Bathrooms Name Address - ci statap Telephone# (Sec. 7031.5 Business and Professions Code: Any Ci 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 therefmm, and the basis for the alleged exemption. Any violation of Sedion 7031.5 by any applicanl for a permit subjects the applicant to a civil penally of not more than fwe hundred dollars [SSOOI). Name Address city StateRip Telephone # State License # License Class City Business License # Designer Name Address city StateRip Telephone # State License # Worken' Compensation Declaration: I hereby affirm under penalty of perjury one of the folkwing declarations: . .. 0 for which this permil is issued. 0 worker's compensatbn insurance carrier and poficv number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [SlOO] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certii that in the performance of the work for whiih 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: Fallum to seeurn workon' corrpensatton cowmga Is unlawful, and shall suqect an eplopr to cMI penalties and cMI fines up to one hundnd thousand dollan(S100,000). In addltlon to the cost c4 conpanntkn, danngos arm provided for In Sectton 3706 olthe Labor Code, lntrmst ad attomy's Ib.0. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the folbwing reason: 0 I. as owner of the prom or my employees with wages as their sole compensation, will d the work and the structure is not intended or offered for sale (Sec. 7044. Business and Pmfessions Code: The Contractor's License Law does not appky to an owner of propetty who builds or improves thereon, and who does such work himself or through his m empbyees. provided that such improvements am not intended or offered for sale. If, however, the building or improvement is sold Ahn one year of completion, the mer-builder will have the burden of proving that he did not build or improve for the putpose of sale). 1. as mer of the properly, am exdusiveiy contracting with licensed contractom to construct the prom (Sec. 7044. Business and Professions Code: The Contrador's License Law does not apply to an owner of property who builds or improves thereon. and contracts for such projects with mntrador(s) licensed pursuant to the Contrador'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 I (havdhave not) signed an applitbn for a buldi permit for the proposed work. I have contracted with the folbwing person (firm) to provide the pro+ construction (indude name I address I phone number I contradors license number): Busmess and Professions Code for this reason: YNO -7- / I PROPERTY OWNER SIGNATURE DATE 2/ 6 /a/ I U' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carisbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business pian. acutely hazardous materials registration for or risk management and preventon program under Sections 25505,25U3 or 25534 of the Predey-Tanner Hazardous Substance Account Ad? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air qualily management district? Is the facility to be corudruded within I ,OOO feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. 0 YES 0 NO I hereby affirm that there is a construdion lending agency for the performance of the work for vhich this permit k issued (Sec. 30970 Civil Code). LENDER'S NAME LENDERS ADDRESS I certii 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 Ci ordinances and State laws relating to building construdion. I hereby authorize representatives of the Ci of Carkbad to enter upon the above mentioned properly for inspection purposes. I ALSO AGREE to SAVE, INDEMNIW AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OFTHIS PERMIT. OSHA: An OSHA permit is required for excavations of 5'0" deep and demolilion or cMwbudion 6f structures over 3 stories in height. EXPIRATION: Every perm# issued by the building ORidaI 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 tie after the work is commenced for a period of 180 days (Sectiin 106.4.4 Uniform Building Code). 9 city mf Carlsbad Final Building Inspection Dept: Building En ring Planning CMWD Plan Check #: Permit AT: CEO13779 Project Name: Address: 191 1 CALLE BARCELONA Contact Person: Phone: Sewer Dist: Water Dist: PAVILION @ LA COSTA - BLDG#4 NEW RETAIL STORE - 31,416 SF St Lite Lot: Fire Date: Permit Type: Sub Type: 0 1 1 /03/2003 COMMIND COMM .......................................................................................................................................................... J Date 422 Inspected: Approved: Disapproved: Inspected By: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ........................................................................................................................................................... Comments: CRY at CarlsLarl Final Building InsDection Dept: Building Engineering Planning CMWD Plan Check #: Permit It: CBOl3779 Project Name: Address: 191 1 CALLE BARCELONA Contact Person: Phone: Sewer Disk Water Dist: PAVILION @ LA COSTA - BLDG#4 NEW RETAIL STORE - 31,416 SF St Lite Lot: /pIEp) Date: Permit Type: Sub Type: 0 11/03/2003 COMMIND COMM .......................................................................................................................................................... Date Inspected: kb 3 Approved: /Disapproved: P Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ........................................................................................................................................................... Comments: Inspection List Permit#: CBOl3779 Type: COMMIND COMM PAVILION 0 LA COSTA - BLDG#4 NEW RETAIL STORE - 31,416 SF Date Inspection Item Inspector Act Comments 02/24/2004 89 02/24/2004 89 02/24/2004 89 12/31/2003 14 1 1 /20/2003 89 1 111 912003 89 10/24/2003 39 07/23/2003 17 07/22/2003 17 0711 112003 14 0711 112003 17 0711 112003 18 07/09/2003 14 07/03/2003 14 07/03/2003 34 06/24/2003 34 06/23/2003 15 06/20/2003 17 06/20/2003 18 0611 812003 18 0611 712003 13 0611 612003 15 0611 312003 1 5 06/12/2003 13 06/06/2003 13 06/06/2003 24 05/23/2003 13 0511 612003 15 04/25/2003 81 04/23/2003 11 0411 812003 1 1 0411 712003 1 1 0411 112003 1 1 04/08/2003 11 04/07/2003 11 04/02/2003 11 03/25/2003 11 03/24/2003 11 03/07/2003 21 03/06/2003 21 Final Combo Final Combo Final Combo Frame/Steel/BoltingMIeldin Final Combo Final Combo Final Electrical Interior LathIDrywall Interior LathIDrywall FramelSteeVBoltingMIeldin Interior Lath/Drywall Exterior Lath/Drywall FramelSteeVBoltingMIeldin Frame/Steel/BoltingMIeldin Rough Electric Rough Electric RoofIReroof Interior LathIDrywall Exterior Lath/Drywall Exterior Lath/Drywall Shear PanelsIHDs RoofIReroof RoofIReroof Shear Panels/HDs Shear PanelsIHDs Roug hlTopout Shear PanelsIHDs RoofIReroof Underground Combo FtgIFoundationlPiers Ftg/Foundation/Piers FtgIFoundationlPiers FtgIFoundationlPiers FtgIFoundationlPiers Ftg/Foundation/Piers Ftg/Foundation/Piers FtgIFoundationlPiers FtgIFoundationlPiers UndergroundNnder Floor UndergroundIUnder Floor PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PS PY PY RB PS PS PS PS PY PS PS PY PS PS PS PS PS RI AP RI AP PA co AP AP NR AP wc AP co NR NR AP AP PA wc AP AP AP co co PA PA PA PA AP AP PA CA PA AP NR CA CA co AP NR ONE WALL ONLY 15711 58 TEMP APPROVAL UNTIL 12/2/03 HOUSE PANEL EMR ELEC RM ANCHOR BOLTS IN INT SHEAR WALLS NOT LATH COMPLETE CAN LIGHTS EXT. SHEAR ABOVE ROOF BEHIND SWITCH GEAR ONLY NO ELEC INSTALLED ROOF DRAIN SEE APPROVED PLNS, NOT COUNTING POP OUTS HARDWARE CONT. @ LEDGER LOWER SLAB WEST END GRID 1-4.2 EXT FTG HlLlTED GREEN PAD FTG ONLY NO POP OUT STEEL OUT OF TIME BY VINCE NO APPROVED PLANS BY BRUCE CHANGES TO FTGS & SHR WALL WITH NO APP PLANS NO TEST Tuesday, February 24,2004 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 02/24/2004 Permit# CBO13779 Inspector Assignment: PS Title: PAVILION Q LA COSTA - BLDG#4 Description: NEW RETAIL STORE - 31,416 SF Type: COMMIND Sub Type: COMM Job Address: 191 1 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 9097723766 n Inspector: (e Total Time: CD Description 19 Final Structural Requested By: JEFF Entered By: CHRISTINE zomment r' 29 Final Plumbing 7- 39 Final Electrical 49 Final Mechanical I Associated PCRs/CVs PCR03049 ISSUED FORUM-BLDG 4-REV FENESTRATION,; COLUMNS,FOOTINGS,SHEAR&MOMENT FR PCR03054 ISSUED FOURM @ CARLSBAD REV TJI'S; FLOORING BLDG # 4 PCR03106 ISSUED FORUM-MOVE DEMISE WALLS-BLDG 4; PCR03166 ISSUED THE FOURM BLDG 4 REV ELEC; PCRO3167 ISSUED FORUM BLDG4- REPLACE STONE VEN; TO MARBLE SHEET A1-2 & A5.3 STONE CUI InsDection Historv Date Description Act lnsp Comments 12/31/2003 11120/2003 1 111 912003 10/24/2003 07/23/2003 07/22/2003 0711 112003 0711 112003 0711 1 12003 07/09/2003 07/03/2003 07/03/2003 14 FramelSteellBoltingiWelding 89 Final Combo 89 Final Combo 39 Final Electrical 17 Interior LathIDrywall 17 Interior LathIDrywall 14 FramelSteellBoltingiWelding 17 Interior LathIDrywall 18 Exterior LatNDrywall 14 Frame/Steel/BoltingiWelding 14 Frame/Steel/BoltingfWelding 34 Rough Electric AP PA co AP AP NR AP wc AP co NR NR PS ONE WALL ONLY 157/158 PS TEMP APPROVAL UNTIL 12/2/03 PS PS HOUSE PANEL EMR PS ELECRM PS PS PS PS PS PS NOT LATH COMPLETE PS ANCHOR BOLTS IN INT SHEAR WALLS City of Carlsbad Bldg Inspection Request For: 04/25/2003 Permit# CBOl3779 Inspector Assignment: PS Title: PAVILION Q LA COSTA - BLDG#4 Description: NEW RETAIL STORE - 31,416 SF Type: COMMIND Sub Type: COMM Job Address: 191 1 CALLE BARCELONA Suite: Lot 0 Location: APPLICANT NADEL ARCHITECTS Owner: Remarks: Phone: 7604790570 Inspector: 7!! t Total Time: Requested By: V C C CD Description Entered By: CHRISTINE Act Comment 64 Monolithic Floor/Wall Associated PCRs/CVs PCR03049 ISSUED FORUM-BLDG 4-REV FENESTRATION,; COLUMNS,FOOTINGS,SHEAR&MOMENT FR PCR03054 ISSUED FOURM @ CARLSBAD REV TJFS; FLOORING BLDG # 4 . Date 04/23/2003 0411 a12003 0411 712003 0411 112003 041oa12003 04/07/2003 04l02J2003 03/25/2003 03/24/2003 03/07/2003 03/06/2003 Inspection History Description 11 FtglFoundatiodPiers 11 FtgFoundationlPiers 11 FtglFoundationlPiers 11 FtglFoundationlPiers 11 FtglFoundationlPiers 11 FtglFoundationlPiers 11 FtglFoundationlPiers 11 FtglFoundationlPiers 11 FtglFoundationlPiers 21 UndergroundNnder Floor 21 UndergroundUnder Floor Act lnsp Comments AP PS CA PY PA PS EXT FTG HlLlTED GREEN AP PS PAD FTG ONLY NO POP OUT STEEL NR PY OUT OF TIME CA PS BY VINCE NO APPROVED PLANS CA PS BYBRUCE CO PS AP PS NR PS NOTEST PA PS WEST END GRID 1-4.2 CHANGES TO FTGS & SHR WALL WITH NO APP PLANS Office Locations www.rntglinc.com Orange County Los Angeles Corporate Branch: 2992 E. La Palrna Avenue Suite A Anaheim, CA 92806 Tel: 714.632.2999 Fax: 714.632.2974 IState of California Registration Number: C 57217 Expiration Date: 12/3 1/05 W . San Diego Imperial County 7313 Carroll Road Suite G San Diego, CA 92121 Tel: 858.537.3999 Fax: 858.537.3990 B) If the inspection services were provided by an independent certified special inspector: SPECIAL INSPCETOR’S NAME (PRINT OR TYPE): REGISTATION NUMBER: EXPIRATION DATE: SIGNATURE: NA Inland Empire 14320 Elsworth Street Suite C101 Moreno Valley, CA 92553 Tel: 909.653.4999 Fax: 909.653.4666 Central Dispatch 800.491.2990 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-DO2 LogNo: 3-906 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION AND MATERIAL TESTING. PERMIT NO: CB 013779 PROJECT ADDRESS: 191 1 Calle Barcelona (Building 4) 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 Welding, Ultrasonic Testing and Dowel’s Epoxy Anchorage. A. If the inspection services were provided by an approved material testing laboratory or special inspection agency: TESTING AGENCY: MTGL, Inc. 73 13 Carroll Road, Suite G San Diego, CA 92121 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABORATORY OR SPECIAL INfPECTION AGENCY: NAME (PRINT OR TYPE): Eduardo C. Dizon c MTGL 2992 La Pa?mrAve, WteA Amh&n,CA92&06 Td: (714)6S24999 Fa: (717)632-2974 J' REPORT OF ULTRASONIC TESTING OF WELDS nLeW 54d3 b=ReferenceLevel C-AthlWthFaCtw [(SP -1) x 2] rwnded d = a-b-cforin&umen& in Gam -fur instrumenis in Attenuation ATloN OF ME TEST RESULTS OBTAINED M THE TEST IS NOT TO BE CONSTRUED AS A GUARANTrE OR WARRANTY OF THE PAKTERIALS TESTED CA" TESTING SHALL NOT BE WBLE rn LOSS, JURY OR wni RESULTING FROU USE OF THE TESTED PART RNK RESFCWSMY m INTERPRETATK~ OF TEST RESULTS RESTSWIM m CUSTOMER I We, the undms@ed *that the staternerds in this PBCord are axred and that the welds were prepared in accordance with the requirements of Section 6 Wrt F - ANSUAWS D1.l Welding Specification. MTGL 2992 La Paha Avc, Suite A A;rUheim,CA92806 1.3' Td: (714)6X-m Fax: (717)6X?-2974 PaaeSdS REPORT OF ULTRASONIC TESTING OF WELDS c=AitenuationFactor [(SP -1) x 21 rounded d=a-hforinstnnnenls inGain b-a-cforirstrumentsinAtlemration PRETAllON OF THE TEST RESULTS OBTAJNED FROM THE TEST Is NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANM OF THE MATERNS TESTED C" TESTING SWILL NOT BE WBCE FOR LOSS. DAMWE lNJUF3 OR DEATH FESlRllNG moU USE OF THE TESTED PART FINAL RESFQNSIBILITY IN lNTERPR€TATK)EI OF TEST RESULTS RESTS WlTH THE CUSTOMER I We.the rndarsigned certify that the stalements in this record are cwred and that the wdds were prepared in accwdancewiththe requirements of Section 6 Part F- ANSUAWS M.l WeMina SDecification. - fr -. . ... MTGL, IHC. 2992 E. la Palma Ave, Suite A Anaheim,CA 92806 REPORT OF ULTRASONIC TESTING OF WELDS -- a = Indii Level b = Reference Lwel c = Attenuation Factor d = bbc for insbuments in Gain [(SP -1) x 21 rounded b-a-c for insbuments in Attenwtion wing-: MAW $FcAw DMAW OSAW OESW OEGW r Decibels I lndicadlons I weld I I INTERPRETATION OF THE TEST RESULTS OBTAINED FROM THE TEST IS NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY OF THE MATERIALS TESTED CA" TESTING SHALL NOT BE HELD LIABLE FOR LOSS. DAMAGE. INJURY OR DEATH RESULTING FFtOM USE OF THE TESTED PART FINN RESPONSlBlUrY IN INTERPRETATION OF TEST RESULTS RESTS Wrm THE CUSTOMER We. the undemgned certrfythat the statements in this record are cOnect and that theweldswere prepared in accordancewrth the requiremenls of- 6 Part F - ANSUAWS D1 1 Wing Speaficabon / Serving industry architects, engineers, contractors & laboratories since 1989 MTGL, 1NC. 2992 E. La Palma Am, Suite A Anaheim, CA 92806 3\\-- -& REPORT OF ULTRASONIC TESTING OF WELDS a=IndiiLevd b=ReferenceLewl c = Attenuation Fador [(SP -1) x 21 rwnded WeMingw. DMAW DMAW OSAW OESW OEGW d = a-bc for instruments in Gain b-a-cfor instruments in Attenwtion I NTERPRETATlON OF THE TEST RESULTS OBTAINED FROM THE TEST IS NOT TO BE CONSTRUED AS A GUARANTEE OR WARRANTY OF THE MATERIALS TESTED. CANYON TESTIN SHAU NOT BE ELD LIABLE FOR LOSS. DAMAGE, INJURY OR DEATH RESULTING FROM USE OF THE TESTED PART FINAL RESPONSIEIUPI IN INTERPRETATION OF TEST RESULTS RESTS WlTH THE CUSTOMER We. the undersigned certify that the stafements in this record are correct and thattheweldswere prepared in accordam with the requirements of secbjon 6 Part F - ANSVAWS D1.1 Wing Sw. / Serving industry architects, engineers, contractors & Iaboratories since 1989 EsGil Corporation In !Partnership with Government for BuiHing Safety DATE: April 18,2002 JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3779 SET: 111 PROJECT ADDRESS: 1911 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) 0 IXI 0 0 0 0 [XI 0 IXI OWEVI EW E R 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: Fax #: of plans must be signed by the California licensed stamp or seal, license expiration date and the date the shall review and approve the special inspection documentation to show that the center is zone) around the outside perimeter of the & cam pl ex. By: Abe Doliente Enclosures: Esgil Corporation [7 GA 0 MB 0 EJ 0 PC 4/9/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 I Es G i I Corporation In Tartncrship with Government for guihfing Safety DATE: February 28,2002 J U RI SDl CTl ON: Carlsbad PLAN CHECK NO.: 01-3779 SET: I1 PROJECT ADDRESS: 1911 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) 0 0 0 IXI 0 IXI 0 IXI 0 a 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 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 Telephone #: 858/552-8424 Date contacted:> 128102 (by: ti ) Fax #: (SsS) ssz*sqz~ Mail delephone d Fax4 In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ PC 2/19/02 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 + (858) 560-1468 4 Fax (858) 560-1576 Carlsbad 0 1-3779 February 28,2002 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PLAN CHECK NO.: 01-3779 PROJECT ADDRESS: 1911 Calle Barcelona SET: I1 DATE PLAN RECEIVED BY ESGIL CORPORATION: 2/19/02 February 28,2002 REVIEWED BY: Abe Doliente DATE RECHECK 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. 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 . 1 Carlsbad 0 1-3779 February 28,2002 1. 3. 4. 25. 26. 27. Please make all corrections on the original tracings, as requested in the correction list, Submit three sets of plans for commercial/industriaI projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. Check final sets of plans for signa tures. 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 review. Clarify the notes shown on grids 1 and 8 (sheets S6 and S6A of the plans). Are you using 100 -1 6d nails at each splice? Clearly detail connection defail showing how the 700-76d nails are accommodated in the connection. Show dimensions of the end, edge and spacing of the nails. Complete and recheck the call-outs and cross references to the details. Refer to sheefs A3.2 and A5.7. Please see the following corrections for electrical, plumbing, mechanical and energy. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. . Carlsbad 01 -3779 February 28,2002 ELECTRICAL, PLUMBING, MECHANICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Eric Jensen *3 Plumbing and mechanical plans have not been provided for this plan check (or are necessarily required). Please confirm with the architect if plumbing and/or mechanical plans are to be part of this shell package. The response for all building was “The plans have been modified to include the On-site improvement drawings which contain the requested information” and “This information noted on the attached improvement plans”. *:* I could notjnd either of the above responses on the plans. PLUMBING (1 997 UNIFORM PLUMBING CODE), MECHANICAL (1997 UNIFORM MECHANICAL CODE), & ENERGY CONSERVATION 1. Provide the site plumbing plans showing the sizes and locations of the gas meters and water meter; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. 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 Comoration I In !Partnership with Government fm SuiGiing Safity DATE: December 19,2001 JURI S D I CTI ON: Carlsbad PLAN CHECK NO.: 01-3779 0 PLAN REVIEWER 0 FILE SET I PROJECT ADDRESS: 1911 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) 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: IL- 20.d’’ (by: ) Fax #: REMARKS: By: Abe Doliente Enclosures: Telephone #: 858/552-8424 Maid Telephone J Fax In Person Esgil Corporation GA 0 MB EJ 0 PC 1 2/10/0 1 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 01-3779 December 19,2001 PLAN REVIEW CORRECTtON LIST COMMERCIAL PLAN CHECK NO.: 01-3779 OCCUPANCY: M USE: Stores J U RI S DI CTI ON : Carlsbad TYPE OF CONSTRUCTION: V-N ACTUAL AREA: 31,417 SF ALLOWABLE FLOOR AREA: Unlimited STORIES: 1 HEIGHT: SPRINKLERS?: Yes OCCUPANT LOAD: 1,047 REMARKS: 60 ft around plus sprinklers for unlimited area. DATE PLANS RECEIVED BY J U RI SDI CTI ON : ESGIL CORPORATION: 12/10/01 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Abe Doliente COMPLETED: December 19,2001 DATE PLANS RECEIVED BY FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck orocess, please note on this list (or a COW) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked UD list when vou submit the revised plans. Carlsbad 01-3779 December 19,2001 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects. For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculationslreports 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. e PLANS I. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. 2. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. 0 REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? * SOILS COMPLIANCE PRIOR TO FOU N DATl ON I N S PECTl ON X STRUCTURAL CONCRETE X OVER 2500 PSI * FIELD WELDING X * DESIGN ER-SPEC1 FI ED OTHER REMARKS 3. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached city form. . Carlsbad 0 1-3779 December 19,2001 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. Show all 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. 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 1-3779 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. 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." 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 0 1-3779 December 19,2001 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. In buildings having floors and roofs of wood frame construction, other than dwelling or hotel occupancies, draft stop the area between the ceilina and roof above so that no concealed space exceeds 3,000 s.f. and no horizontal dimension exceeds 60 L.F. (if space has sprinklers, then 9,000 s.f. and 100 L.F.). Section 708. Clearly cross reference the trusses with the roof framing plans. There are several headers and beams called out along the outside perimeter of the building. Cross reference the calculations and the plans. Show the required exterior columns (TS4 X 4 X 5/16) as called out on sheet 4-23 of the structural calculations. Refer to sheets S5 and S5A of the plans. Show 6 X 8 DF # king post to support the GLB’s at grid I as called out on sheet 4-23 of the structural calculations. Refer to sheet S6 of the plans. Clarify the notes shown on grids 1 and 8 (sheets S6 and S6A of the plans). Are you using 100 -16d nails at each splice? ADDITIONAL Complete and recheck the calf-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, i.e., 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 921 23; telephone number of 8581560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. Carlsbad 01-3779 December 19,2001 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1998 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. NOTE: SITE DEVELOPMENT WHICH INCLUDES DISABLED PARKING SPACES, CURB RAMPS, WALKS & SIDEWALKS AND PEDESTRIAN RAMPS ARE UNDER PLAN CHECK NO. 01-3780. e ENTRANCES AND CIRCULATION 1. 2. 3. 4. 5. 6. Revise plans to show that all entrances, and exterior ground level exits, are accessible, per Section 11 33B.1. Show that an accessible route of travel is to be provided to all portions of the building, to accessible building entrances and between the buildina and the public wav, per Section 11 14B.1.2. e DOORS Revise plans, or door schedules to show that every required passage door has 232" clear width, per Section 1 133B.2. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32 inches, per Section 11 33B.2.3.1. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be 5%" lower than the dooway threshold, per Section I1 33.2.4.1. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 11338.2.5.1 : a) b) Is to be centered 230" but 144" above floor. Latching, or locking, doors in a path of travel are operated with a single effort by: i) Lever type hardware. ii) Panic bars. iii) Push-pull activating bars. iv) Or other hardware designed to provide passage without the requirement to grasp the hardware. . Carlsbad 0 1-3779 December 19,2001 7. 8. 9. IO. Show or note that the lower IO" of all doors comply with Section 1 133B.2.6, as follows: a) b) NOTE: Revise plans to show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1 133B.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) b) To be smooth and uninterrupted, to allow the door to be opened by a wheelchair footrest, without creating a trap or hazardous condition. Narrow frame doors may use a IO" high smooth panel on the push side of the door. Exception for automatic or sliding doors. 260" in the direction of door swing. 248" in the direction opposite the door swing (or 44" if doors don't have latches or closers). a SANITARY FACILITIES Sanitary facilities are required to be accessible, per Section 1 1 15B.1. These requirements shall be checked when tenant improvements are applied for. 0 GENERAL ACCESSIBILITY REQUIREMENTS 0 SIGNAGE 11. Where permanent identification is provided for rooms and spaces, raised letters shall also be provided and shall be accompanied by Braille. Section 11 17B.5. 12. Provide a note on the plans stating that the signage requirements of Section 1 1 17B.5 will be satisfied. .r CarIsbad 01-3779 December 19,2001 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: 191 1 Calle Barcelona PLAN CHECK NUMBER: 01 -3779 OWNER’S NAME: Fourth Quarter Properties XI1 I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the.architect/engineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction UBC Section 106.3.5. Sign 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 work requiring special inspection: to Foundation Inspection f7 SprErFireproofing 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: - A. 476 L S+wp,~/ /(o c 4 73/3 CA~~J//~’J OF c .c;&/)&?d90. 9- C. 3. Duties of the special inspectors for the work listed above: Special inspectors shall check in with lhe City and present their credentials lor approval beginning work on the job site Carlsbad 01-3779 December 19,2001 VALUATION AND PLAN CHECK FEE Bldg. Permit Fee by Ordinance J U RI SDl CTl ON: Carlsbad PLAN CHECK NO.: 01-3779 V PREPARED BY: Abe Doliente DATE: December 19,2001 Plan Check Fee bv Ordinance BUILDING ADDRESS: 191 1 Calle Barcelona v BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Jurisdiction Code Icb By Ordinance I I $4.069.71 I I $2,645.31 1 Type of Review: Complete Review 0 Structural Only 0 Repetitive Fee -1 Repeats :v 0 Other 0 Hourly [-I Hour * Esgil Plan Review Fee Comments: Sheet 1 of 1 rnacvalue.doc 3 t 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: L ched report of deficiencies marked w h @ e necessary corrections to plans Please s or specifi for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: - City of Carlsbad I BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: CB 779 l?&- L& 4 DATE: PROJECT DESCRIPTION: / 2--0% - (27' e] ASSESSORS PARCEL NUMBER: 3 - 4-c OU- 3 EST. VALUE: I I By: Date: By: AllACHMENTS Dedication Application 0 Dedication Checklist 0 Improvement Application 0 Improvement Checklist 0 Future Improvement Agreement 0 Grading Permit Application 0 Grading Submittal Checklist ENGINEERING DEPT. CONTACT PERSON Nm~e: 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 0 Right-of-way Permit Submittal Checklist Carlsbad Tract: and Information Sheet 0 Sewer Fee Information Sheet ti\woRD@arlsbad, CA 9200$7314 (760) 602-2720 FAX (760) %*36@ @ i BUILDING PLANCHECK CHECKLIST SITE PLAN dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-way Width & Adjacent Streets Structures G. Driveway widths Improvements H. Existing or proposed sewer lateral Existing or proposed water service Existing or proposed irrigation service 1. J. /‘ / @ a/. 2. Show on site plan: A. Drainage Patterns 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: “Finish grade will provide a minimum positive drainage of 2% to swale 5’ away from building.” B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. / 0 0 3. Include on title sheet: A. Site address B. Assessor‘s Parcel Number C. Legal Description For commercial/industriaI 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 Rn. 7llUm 1 BUILDING PLANCHECK CHECKLIST IST A?,(% DISCRETIONARY APPROVAL COMPLIANCE no f- 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 5. Dedication for all street Rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $15.000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 %” x 11” plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: t \ \ IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $75.000, pursuant to Carlsbad Municipal Code Section 18.40.040. J ,’ Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: 0 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 0 0 0 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 0 0 0 6d. No Public Improvements required. SPECIAL NOTE: Damaqed or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. The Gradinq Permit must be issued and rouqh qrading approval obtained Drior to issuance of a Buildinq Permit. NOTE: Grading Inspector sign off by: Date: 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WOR!J\DOCS\CHKLST\Bjldlnp PlsnchkL CkM Form (GENERIC 7-lIM)da 4 RW. 7lluOO . 1 ST 0 0 0 0 0 I BUILDING PLANCHECK CHECKLIST 7d .No Grading Permit required. 7e. If grading is not required, write “No Grading” on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or private work adjacent to the public Right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-way permit required for: 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City’s requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. B/” 1 l/I%&ired fees are attached CI No fees required WATER METER REVIEW 0 0 12a. Domestic(potab1e) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. 0 All single family dwelling units received ”standard” 1” service with 38” service. 5 Rev. 7llUDo BUILDING PLANCHECK CHECKLIST If owner/developer proposes a size other than the "standard", then ownerldeveloper must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 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 "In, and potable water is typically a circled "W". The irrigation service should look like: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. If the improvement plans do not list the irrigation meter and the servidmeter will be installed via another instrument such as the building plans or grading plans (wl a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: 0 Hydraulic grade line Elevation at point of connection (POC) 0 Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve 0 Total Sprinkler heads listed (with gpm use per head) 0 Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water h , " * BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation servicedmeters to a new recycled water line in the future. 0 0 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 0 0 13. Additional Comments: 7 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET Estimate based on unconfirmed information from applicant. a3 0 Address: 19rr '~ &% cLQ Prepared by: l.h-, Date: Checked by: Date: Calculation based on building plancheck plan submittal. Bldg. Permit No. types and square footages for all uses. Types of Use: Sq. Ft./Units: EDU's: Types of Use: Sq. FtJUnits: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq. FtJUnits: 3 1, b ADT's: 3, 193 Types df Use: Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge .@ thoroughfare fee in District #1, reduced Traffic impact Fee) 0 NO 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS: =$ / =$ 1<7 u-b 2. TRAFFIC IMPACT FEE ADT's/UNITS: 7 6 '' X FEE/ADT: 7s DIST. #3 - 2 0 3. BRIDGE AND THOROUGHFARE FEE IDIST. #1 - DIST. #2 ADT's/UNITS: X FEE/ADT: =$ =$ =&wv3 0 4. FACILITIES MANAGEMENT FEE ZONE: UNIT/SQ.FT.: X FEE/SQ.FT./UNIT: 0 5. SEWERFEE EDU's: X FEEIEDU: BENEFIT AREA: =$ =$ =$& EDU's: X FEE/EDU: Cl 6. SEWER LATERAL ($2,500) 0 7. DRAINAGE FEES PLDA HIGH /LOW ACRES: X FEElAC: o a. POTABLE WATER FEES METER FEE SDCWA FEE I RRI G AT ION -- WordloocsWisforms\Fee Calculation Wodcsheeft Rev. 7/14/00 11/27/2002 OQ:O$ FAX 7604384178 CITYOFCARLSBAD mofcARl8mo ORAOUWOlusPwmM- , ? '>' . - J=coMplerr 0 = INCOMME OR UNACCEPTABLE I. - Civil Engineering, Inc. PLANNIXG * ENGINEERING * SURVEYING CITY OF CARLSBAD 1635 Faraday Carlsbad, CA 92008-7314 Attention: Mr. Paul Smith City Building Inspector Regarding: The Pavilion at La Costa Rough Grade Certification Reference: Grading and Erosion Control Plans for The Pavilion at La Costa Drawing No. 398-4A Dated 4/22/02 Dear Mr. Smith: I hereby certify that the line and grade for the slab forms of building number 4 have been completed and are in conformance with the grades shown on the approved plans. Very truly yours, MAYERS & ASSOCIATES CIVIL ENGINEERING, INC. loAM pYy Dru J. Mayers, RCE 38474 19 Spectrum Poilice Drive, Suite 609 Lake Forest. CA 92630 * (949) 599-0870 office * (949) 599-0880 fax PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST B'k? q Plan Check No. Address &Ib&mk Planner Christer Westman Phone (760) 602-461 4 Type of Project & Use: CmW r2hL Zoning: &*& General Plan: K- Facilities Management 4one: -2-3 CFD (idout) # Date of participation: APN: -0ll-4 J V Net Project Density: DU/AC Remaining net dev acres: -fi Circle' One (For of land used created by this permit: 1 Legend: Item Complete 0 Item Incomplete - Needs your action Environmental Review Required: DATE OF COMPLETION: v&!* ( Compliance with conditions of approvif? ilf not, state conditions which require action. Conditions of Approval: YES ,x NO Discretionary Action Required: YES7X NO TYPE 54ifQX30 APPROVAL/RESO. NO. DATE rS/c//W OTHER RELATED CASES: @f LD3G Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: PROJECT NO'. C;rQf Ocw Coastal Zone AssessmentlCompliance Project site located in Coastal Zone? YES NO If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: CA Coastal Commission Authority? * YES- NOS -.TI'&* Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit DetermirJation Log as needed. H:\ADMIN\COUNTER\BldgPlnc hkRevChklst N0-K lnclusionary Housing Fee required: YES Data Entry Completed? YES NO (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. Show: Zoning: 1. 2. 3. 4. 5. Setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Accessory structure setbacks: Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required Lot Coverage: Required Height: Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Parking: Spaces Required Shown Guest. Spaces. Required Shown Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE DATE a/\q/ DB- H:\ADMIN\COUNTER\BldgPlnchkRevChklst Car,lsbd Fire Department 01 3779 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 12/11/2001 Reviewed by: b, Name: Nadel Architects Address: 5465 Morehouse Drive Suite 165 City, State: San Diego CA 92121 Job#: 013779 Plan Checker: Job Name: Pavilion at La Costa Bldg #: CB013779 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. u Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. u Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 013779 FD File # - City of C Office of Fire Protection Services POLICY October 25,2000 SMOKE FIRE DAMPERS Background - The 1997 California Building Code Section 71 3.10 has revised the actuation requirements for smoke dampers. Generally, smoke dampers are required to be actuated by either a smoke detector or a total-coverage smoke-detection system. Deputy Fire Marshals, Plan Checkers and Field Inspectors have found that stand-alone smoke detectors used to actuate these dampers are not listed with the California State Fire Marshal for that purpose. This complicates and extends the plan review process and causes delays in final inspection in the field. Therefore, until industry lists stand-alone smoke detectors for use in actuating smoke-fire dampers, the following policy will be used in the City of Carlsbad: Policy - Smoke fire dampers are required to be wired to an approved fire alarm system. Building plan submittals are required to note that the smoke fire dampers and smoke detectors that actuate the dampers comply with the above provision. A separate submittal to the Fire Department from a licensed fire alarm contractor is required for plan review of these systems. The submittal shall include floor plans, mechanical details of the dampers, wiring diagrams, permit fees, State Fire Marshal listings and manufacturer’s cut sheets on all devices. This policy may be reconsidered and modified when the smoke detector manufacturers have listed these devices with the California State Fire Marshal for this specific purpose. Building permits including such stand-alone systems will not be issued until it can be demonstrated prior to permit issuance that all components of such systems are listed for their intended purpose by the California State Fire Marshal’s Ofice. Fire Marshal Approval , Date 1635 Faraday Avenue Carlsbad, CA 92008 (760) 602-4660 FAX (760) 602-8561 @ SSI SIZER I COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 PROJECT Pavilion at La Costa La Costa, Ca Building 4 Case 1 1 i-:zz i Tioe Cistribution Magnitude I Start End 20.00 (24.0)* I ' - Zead Full Area 15.00 (24.0)' I _. 9,. - -0r.str. Full Area 1 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Location [ fc] Pactern Start End Load7 NO NO 14" SSI 32MX Spaced at 24" dc; L 1 SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) 3l.Cil2g i +! Zesd 2efl'n I L:-:e Gefl'n ' 1 7_- , Ad-?.: 3efl'n I! Crlcerlon (Analysis Value IDesign Value (Analysis/Design (%) V = 962 I Vr = 2513 1 V/Vr = 33.05 M = 6617 Mr = 8787 M/Mr = 15.30 58.53 76.81 0.60 = L/546 0.80 = L/410 1.38 = L/240 1.41 = L/234 1.83 = L/180 1 ADDITIONAL DATA: ! iCTS?.S : F CD CM Ct CL CF CV Cfu Cr LC# I E'i'-= _I n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.07 2 I t' = n/a 1.00 1.00 2 i 1 7.;' = n/a 1.25 1.00 1.00 2 1 l =-p-,.*- -=..d-..ys+! : LCil 2 = D+C, M = 6617 ibs-ft I SCPaI : LC# 2 = D+C, V = 562 lbs I - -. , -er-ec~isn: LC# 2 = D+C EI= 667.00e06 lb-in2 C= 10.99e06 in-lb/in .I-+=. ___-_ 2eflection = 1.00(Dead Load Deflection) + Live Load Deflection. .;=dead L=live S=snow W=wind I=impact C=construction CLd=concentratedj I ;.>.L: 2's are listed in the Analysis output) , 1 DESIGN NOTES: I 1 1. P!ease verify that the default deflection limits are appropriate for your application. 1 3. All compression edges (top and bottom) must be braced at 2'-6 unless noted otherwise. Proper attachment and positioning of bracing is 2. This analysis is for SSI Joist products furnished by Standard Structures, Inc. only. Product substitutions void this analysis. I I I I required to achieve member stability. 1 4. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. I I 5. Moment has been increased for repetitive member usage. j 6. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, I I Inc for adequacy. I 7. The supporting member shall be designed to support the total reaction noted above. SSI SIZER 1 I I I COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Phone: 800-862-4936 Nov. 27, 2001 16:56:18 PROJECT Pavilion at La Costa La Costa, Ca Building 4 Case 1 pavilionLaCosta-4-l .wwb :,-ad Type Distribution Magnitude Location Iftl Start End Start End 1 Cead Ful!. Area I 15.00 !16.0)*1 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Pattern Load? No 3eac 215 Live 367 Tctal 642 cacacrty 2188 Lengrh 1-3/4 Searing: 11 -718" SSI 32MX Spaced at 16" dc; 275 3 67 642 2188 1-314 SECTION vs. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) Cricerion Analysis Value Design Value Sr.ear V = 642 Vr = 2644 I 3ln-'lnsir) M = 4411 Mr = 7210 Analysis/Deslgn (8) V/Vr = 24.27 M/Mr = 61.18 Dead 6efl'n 0.58 = L/570 Live Defl'n 0.71 = L/427 1.38 = L/240 56.13 1 Total Cefl'n 1.35 = L/244 1.83 = L/180 13.61 ADDITIONAL DATA: F'"rn(- -.YbedRS: F CD CM Ct CL CF cv CfU Cr LC# .- -b7'-= c/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.07 2 .. = n/a 1.25 1.00 1.OC 2 E' = n/a 1.00 1.00 2 3en,ling(+): LCY 2 = D+C, M = 4411 lbs-ft -near 2eflection: LC# 2 = D+C EI= 460.00e06 lb-in2 C= 9.39e06 in-lb/in ?$tal Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. : LC# 2 = D+C, V = 642 lbs ,.. !3=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) !.ill X's are listed in the Analysis output) 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 2'6" 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, lnc for adequacy. 7. The supporting member shall be designed to support the total reaction noted above. COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Nov. 27, 2001 16:59:09 Phone: 800-862-4936 SSI SIZER /Loac I Type I Distribution I Magnitude I Location [ftl ]Pattern I PROJECT Pavilion at La Costa La Costa, Ca Building 4 Case 2 PavjlionLaCosta-4-2.wwb : 2 MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Start End Start End Load? Dead Full Area 38.00 (24.0)' NO Constr. Full Area 20.00 (24.0)' No Dead 1045 Live 550 Total 1595 6earing: Capacity 2188 Length 1-3/4 Stif finer No 18" SSI 32MX Spaced at 24" dc: 1345 550 1595 2188 1-3/4 NO Criterion Shear aending (+) Deao Defl'n Li-ie Defl'n Yctal Defl'n ADDITIONAL DATA: 'AZTGRS : E CD CM Ct CL CF cv CfU Cr LC# ?b'+= n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.07 2 Pi' = n/a 1.25 1.00 1.00 2 E' = n/a 1.00 1.00 2 8erdir.git): LC# 2 = D+C, M = 10966 lbs-ft Shear : LC# 2 = D+C, V = 1595 lbs fefloction: LC# 2 = D+C E1=1170.00e06 lb-in2 C= 14.02e06 in-lb/in Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. iD=c,ead L=live S=snow W=wind I=impact C=construction CLd=concentratedl iAll LC's are listed in the Analysis output) Analysis Value Design Value Analysis/Design (8) V = 1595 Vr = 3419 V/Vr = 46.65 M = 10966 Mr = 11770 M/Mr = 93.17 0.89 = L/372 0.47 = L/708 1.38 = L/240 33.88 1.35 = L/244 1.83 = L/180 73,69 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. . Ail compression edges (top and bottom) must be braced at 2-6" unless noted otherwise. Proper attachment and positioning of bracing is ?quired to achieve member stability. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. Moment has been increased for repetitive member usage. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures. IC for adequacy. . The supporting member shall be designed to support the total reaction noted above. COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Nov. 27, 2001 16:59:09 Phone: 800-862-4936 SSI SIZER MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : PROJECT Pavilion at La Costa La Costa, Ca Building 4 Case 2 PavilionLaCosta-4-2.wwb Ll 0' :sad Type Distribution Magnitude Start End 1 Dead Full Area 38.00 (16.01' 2 Constr. Full Area 20.00 (16.0)' L;- 27'-6" Location [ ftl Pattern Start End Load? NO No Dead Live Total 3earing: Capacity Length Stiffener 14" SSI 32MX Spaced at 16" dc; XCTlON vS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) 697 657 3 67 367 1063 1363 2186 2188 1-3/4 1-3/4 No No 5er.aing (t) Lead 3efl'n Live gefl'n Tstal 3efl'n M = 7310 Mr = 8787 M/Yr = 83.19 1.02 = L/323 0.54 = L/615 1.38 = L/240 39.02 1.56 = L/212 1.83 = L/180 84.86 ,DDITIONAL DATA: 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. . 1 2 Pavilion at La Costa PavilionLaCosta-4-3.wwb Design Check Calculation Sheet SSI Sizer 2001 -0ADS: ( Ibs, psf, or plf ) <. StaGt End Start End- Load? Dead Full Area 15.00 (24.0)* NO Constr. Full Area 20.00 (24.0)* NO Load 1 TVDe I Distribution I Maanitude I Location [ftl IPattern I Dead 696 Live 550 Total 1246 Capacity 2188 Bearing: Length 1-3/4 509 553 1059 2188 1-3/4 Criterion Analysis Value Design Value Analysis/Design (%) , Shear V = 1246 Vr = 2913 V/Vr = 42.77 Bending (+I M = 8014 Mr = 8787 M/Mr = 91.20 Dead Defl'n 0.91 = L/361 Live Defl'n 0.80 = L/410 1.38 = L/240 58.53 Total Defl'n 1.72 = L/192 1.83 = L/180 93.74 ~~ ~~~ ~ ~~~ flAXlMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 14" SSI 32MX Spaced at 24" dc; ,DDITIONAL DATA: 4CTORS: F CD CM Ct CL CF cv Cfu Cr LC# %I+= n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.07 2 F'v' = n/a 1.25 1.00 1.00 2 3' = n/a 1.00 1.00 2 3ending(+) : LC# 2 = D+C, M = 8014 lbs-ft Shear : LC# 2 = D+C, V = 1246 lbs Ieflection: Lc# 2 = D+C EI= 667.00e06 lb-in2 C= 10.99e06 in-lb/in rata: 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) ESIGN 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'-6" unless noted otherwise. Proper attachment and positioning of bracing IS quired to achieve member stability. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. Moment has been increased for repetitive member usage. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, c for adequacy. The supporting member shall be designed t0 support the total reaction noted above. COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Phone: 800-862-4936 Nov. 27, 2001 17:04:33 SSI SIZER -0ADS: ( Ibs, psf, or plf) PROJECT Pavilion at La Costa La Costa, Ca Building 4 Case 3 pavilionLaCosta4-3.wwb Design Check Calculation Sheet SSI Sizer 2001 1 2 Load I Tvue I Distribution I Maanitude I Location [ftl IPattern I Sta& End Start End. Load? Dead Full Area 15.00 (16.0)* NO Constr. Full Area 20.00 (16.0)* No Dead Live Total Bearing: capacity Length 464 34c 3 67 3 61 831 106 2188 2188 1-3/4 1-31'3 AAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Stiffener I No I 0' 27'-6" NO Criterion Analysis Value Shear V = 831 Bending ( + 1 M = 5345 Dead Defl'n 0.88 = L/376 Live Defl'n 0.77 = L/427 Total Defl'n 1.65 = L/200 Design Value Analysis/Design (%i Vr = 2644 V/Vr = 31.43 Mr = 7210 M/Mr = 74.13 1.38 = L/240 56.13 1.83 = L/180 89.94 ,DDITIONAL DATA: KTCRS: F CD CM Ct CL CF cv Cfu Cr LC# cb 1 n/a 1.25 1.00 1.00 1.000 1.00 1.000 1.00 1.01 2 ?Jq = n/a 1.25 1.00 1.00 2 3' = n/a 1.00 1.00 2 3ending(+): LC# 2 = D+C, M = 5345 lbs-ft jhear : LC# 2 = D+C, V = 831 lbs Ieflection: LC# 2 = D+C EI= 460.00e06 lb-in2 C= 9.39e06 in-lb/in rota1 Deflection = l.OO(Dead Load Deflection) + Live Load Deflection. iD=dead L=live S=snow W=wind I=impact C=construction CLd-concentrated) (All LC's are listed in the Analysis output) ESIGN 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 quired to achieve member stability. Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. Moment has been increased for repetitive member usage. The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, c for adequacy. The supporting member shall be designed tb support the total reaction noted above. . 2 3 1). Constr. Full Area 20.00 (2.00)* No Dead Partial UDL 480.0 480.0 0.00 10.00 No SSI SIZER Dead Live Bearing: Length Total Stiffener COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Phone: 800-862-4936 Nov. 27, 2001 17:09:20 4340 1285 550 550 4890 1835 2-1/2 1-3/4 Yes Yes ~ PROJECT Pavilion at La Costa La Costa, Ca Building 4 Case 4 PavilionLaCosta-4-4.wwb Criterion Analysis Value Design Value Shear V = 4340 Vr = 5643 Bending (+) M = 18464 Mr = 19868 Dead Defl'n 0.69 = L/481 Live Defl'n 0.16 = <L/999 1.38 = L/240 Tctal Defl'n 0.85 = L/389 1.83 = L/180 ~ ~~ ~ ~ LOADS: ( Ibs, psf, or plf ) Analysis/Design (%) V/Vr = 76.91 M/Mr = 92.93 11.81 46.25 Design Check Calculation Sheet SSI Sizer 2001 ILoad I T'r'De I Distribution I Maqnitude I Location [ftl IPattern I -. I Start End 1 Start End ILoad? 1 I Dead 1 Full Area I 15.00 (2.00)*] 1 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : LI 0' 27'"'' Double 22" SSI 32MX ADDITIONAL DATA: 'ACTORS: F CD CM Ct CL CF cv Cfu Cr LC# Fb += nia 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1 Fv' = nia 0.90 1.00 1.00 1 5' = n/a 1.00 1.00 2 Bending(+): LC# 1 = D only, M = 18464 lbs-ft shear : LC# 1 = D only, V = 4340 lbs Deflection: LC# 2 = D+C EI=3648.00e06 lb-inZ/ply C= 17.08e06 in-lb/in Tctal Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) 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 2-6" unless noted otherwise. Proper attachment and positioning of bracing is ?quired to achieve member stability. . Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. . 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. . * i COMPANY Standard Structures, Inc 340 Standard Avenue Windsor, Ca 95492 Phone: 800-862-4936 Nov. 27, 2001 17:09:20 SSI SIZER . .' PROJECT Pavilion at La Costa La Costa, Ca Building 4 Case 4 PavilionLaCosta-4~.~b 2 3 Design Check Calculation Sheet SSI Sizer 2001 LOADS: ( Ibs, psf, or plf ) [Load I Type I Distribution I Magnitude [ Location [ftl ]Pattern I Constr. Full Area 20.00 (1.33)* No Dead Partial UDL 320.0 320.0 0.00 10.00 No I Start End I Start End ILoad? I 1 3ead 1 Full Area I 15.00 (1.331*/ I NO 1 Length I 2-1/21 I 1-3/41 Stiffener I Yes 1 I Yes, MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Dead Live Total 2893 a57 3 67 367 3260 1223 j3earing: I I I Bending(+) Dead Defl'n Live Defl'n Total Defl'n Double 16" SSI 32MX M = 12309 Mr = 13831 M/Mr = 89.00 0.89 = L/372 0.21 = <L/999 1.38 = L/240 15.27 1.10 = L/300 1.83 = L/180 59.82 SECTION VS. DESIGN CODE NDS-1997: ( Ibs, Ibs-ft, or in ) ' Criterion /Analysis Value /Design Value IAnalysis/Design (S) Shear I V = 2893 1 Vr = 4554 I V/Vr = 63.53 IDDITIONAL DATA: 'ACTORS: F CD CM Ct CL CF CV CfU Cr LC# Fb'+= n/a 0.90 1.00 1.00 1.000 1.00 1.000 1.00 1.00 1 PJ' = n/a 0.90 1.00 1.00 1 2' = n/a 1.00 1.00 2 Be?.ding(+): LC# 1 = D only, M = 12309 lbs-ft Shea: : LCX 1 = D only, V = 2893 lbs Deflection: LC# 2 = DtC E1=1800.00e06 Ib-inZ/ply C= 12.50e06 in-lb/in ?sc:ril Deflection = l.OO(Dead Load Deflection) + Live Load Deflection. tD=dead L=live S=snow W-wind 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 squired to achieve member stability. . Not all products may be readily available. Check with a Standard Structures, Inc. representative for product availability. . The specific product application loads, spans, spacings have been provided by others and have not been reviewed by Standard Structures, ic for adequacy. 8. The supporting member shall be designed to support the total reaction noted above. MESRI EP GINEERING STRUCTURAL CONSULTING r- - PROJECT THE PAVILION AT LA COSTA BUILDING #4 I ROOF LOADS (FLAT): DEAD LOAD LIVE LOAD / TOTALLOAD ROOFING 3.0 (NO GRAVEL) PLYWOOD 1.8 RAFTERS 3.0 CLG. + INSULATION 3.0 SPRINKLER 2.0 MISC. 2.2 ROOF LOADS (SLOPEDL ROOFING 12.0 PLYWOOD 1.5 JOISTS OR 3.0 CLG. + INSULATION 0.0 SPRINKLER 0.0 MISC. 1.5 WALL (EXT.): 16.0 PSF WALL (INT.): 10.0 PSF U.ON. 15.0 PSF DEAD LOAD 18.0 PSF BEAMS: #l POSTS: # 1 20.0 PSF 35.0 PSF LIVE LOAD TOTAL LOAD 16.0 PSF 34.0 PSF JOIST & BLOCKINGM OR # 1 STUDS R. PLATES: #2 OR # 1 ALL CONCRETE TO BE A MIN. OF 3000. PSI AT 28 DAYS STRENGTH. (SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS) SEISMIC ZONE: 4 ,Na=l.O, Sd, Ca=.44 SOIL PRESSURE: 2500 psf @ 18" BELOW GRADE ALL MASONRY TO BE, fm= lS00 psi U.O.N.(SEE PLANS FOR SPECIAL INSPECTION REQUIREMENTS, PRISM TESTS ARE REQUIRED WHEN SPECIAL INSPECTION IS SPECIFIED). WIND: UBC97EW.B BY: SOUTHERN CALIFORNIA GEOTECHNICAL. I ALL GLUE-LAMINATED BEAMS ARE 240OPV4 (SIMPLE SPAN), AND 24OOFeV8 (CANTILEVER SPAN). BALCONY LIVE LOAD: N/A EXIT/CORRIWR LIVE LOAD: NIA THESE CALCULATIONS ARE NOT VALID OR USABLE WITHOUT THE WET SIGNATURE OF ONE OF THE PRINCIPALS OF THE MESRI ENGINEERING. THESE CALCULATIONS ARE ONLY FOR THE ITEMS INCLUDED HEREIN. SPECIFIED BY THE CLIENT AND DO NOT IMPLY APPROVAL OF ANY OTHER PART OF THE STRUCTURE BY THIS OFFICE. JOB NO.: 0181 DATE: 11/05/01 DESIGNED BY:- CHECKED BY: PAGE:j s c I \'"" I u-- I I ,- I I a I Job # Date: 3:09PM, 28 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 : Rc" JOI Single Span Beam Analysis Description, LACOSTA BUILDING #4 +Of& WQ 1 General Information 1 Center Span 36.00 ft Moment of Inertia 15,200.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin LlJniform Loads 1 On Center Span ... On Left Cantilever ... On Right Cantilever ... #1 0.801 Wft #I Wft #1 Wft 1 Point Loads I ~ ~~ ~ Magnitude 1.800 k Location 18.000 ft k ft k ft k k ft ft LTrapezoidal Loads I Magnitude Q Left 0.330 Wft Wft Wft Wft Magnitude Q Right 0.330 Wft wft Wft Wft Dist. To Right Side 22.000 n R ft ft Dist. To Left Side ft ft ft ft I Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 20.36 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Moments. .. Shears ... Reactions ... Max + Q Center 183.25 k-ft at 17.96 ft Q Left 20.36 k Q Left 20.36 k Max - Q Center 0.00 k-ft at 0.OOft Q Right 17.54 k Q Right 17.54 k Q Left Cant 0.00 k-ft Q Right Cant 0.00 k-ft Deflections. .. Maximum 20.36 k I Q Center -1.614 in at 17.82ft Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 183.25 k-ft --. __ (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 0 1%) 4-2 Job # Date: 3:32PM, 28 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 : Re" WI Single Span Beam Analysis Page 1 Description LACOSTA BUILDING ##4 mw [ General Information c ~ Center Span 36.00 ft Moment of Inertia 15,200.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pi n-Pi n LUniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.471 Wft #I Wft #I Wft LTrapezoidal Loads I Magnitude Q Left 0.330 Wft Wft Wft klft Magnitude Q Right 0.330 Wft Wft Wft Wft Dist. To Left Side ft ft ft ft Dist. To Right Side 22.000 ft ft ft ft I Query Values i Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 13.52 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 ... Shea rs... Reactions.. . Max + Q Center 114.10 k-ft at 16.88 ft Q Left 13.52 k Q Left 13.52 k Max - Q Center 0.00 k-ft at 0.00ft @Right 10.70 k Q Right 10.70 k 0 teff Cant 0.00 k-ft Maximum 13.52 k - Q Right Cant 0.00 k-ft Maximum = 114.10 k-ft Deflections... Q Center -1.014 in at 17.68ft Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft (c) 1983.98 ENERCALC KW-0603482, Ver 5.0.6, 15-JuC1998, Win32 4lq I 4-3 I &4 ' 4-at Job # Date: 3:50PM, 28 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and will be printed on each page. Title : Dsgnr: Description : Scope : enter your title block information Re" XlMOl Single Span Beam Analysis Description, LACOSTA BUILDING ##4 ?bsnL bN7 I General Information c Center Span 44.00 ft Moment of inertia 17,600.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin I Uniform Loads I ~ ~~ On Center Span ... On Left Cantilever. .. On Right Cantilever ... #I 0.801 wft #I 0.801 wft #1 0.801 Wft I Point Loads ,'I ~~ ~~~ Magnitude 1.800 k 17.540 k 8.510 k Location 22.000 ft -8.000 ft 52.000 ft k k ft ft I QuervValues I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 R Shear 20.16 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -165.95 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions. .. Max + Q Center 84.15 k-ft at 22.96 ft Q Left 23.85 k Q Left 44.11 k Max - Q Center -165.95 k-ft at 0.00 ft @ Right 16.88 k Q Right 31.80 k Q Right Cant -93.71 k-ft Deflections ... Maximum 23.85 k Q Left Cant -165.95 k-ft Q Center -0.634 in at 23.56Y Q Left Cant. -0.224 in at -8.09 ft Q Right Cant 0.111 in at 52.00ft Maximum = 165.95 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 blBf 4 45 Job # Date: 3:52PM, 28 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 : Re" YJ6001 Single Span Beam Analysis Description LACOSTA BUILDING ##4 c/w Q mltudw ' I General Information I Center Span 44.00 ft Moment of Inertia 17,600.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #I 0.801 Wft #1 0.471 Wft #I 0.471 Wft 1 Point Loads I ~~ ~ Magnitude 1.800 k 10.700 k 4.500 k Location 22.000 ft -8.000 ft 52.000 R k ft ~ k ft I Query Values L Center Location 0.000 ft Left Cant 0.000 ft Shear 19.65 k 0.00 k Deflection 0.00000 in 0.00000 in Moment -1 00.67 k-R 0.00 k-ft Right Cant 0.000 ft 0.00 k 0.00000 in 0.00 k-ft Momen ts... Shears. .. Max + Q Center 137.80 k-ft at 22.24 ft Q Left 19.65 k Max - Q Center -100.67 k-ft at 0.00 ft Right 17.39 k Maximum 19.65 k Q Right Cant -51.07 k-ft Deflections.. . Q Left Cant -100.67 k-ft Q Center -1.383 in Q Left Cant. 0.436 in Maximum = 137.80 k-ft Reactions ... @ Left 34.12 k Q Right 25.66 k at 22.60 ft at -8.00 ft I Q Right Cant 0.674 in at 52.00 ft , I (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 el8 I 4. Job # Date: 3:52PM, 28 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : Rev m1 Single Span Beam Analysis Page 1 p?Jr” cow7 Description LACOSTA BUILDING #I4 1 General Information ’c Center Span 44.00 ft Moment of Inertia 17,600.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin On Center Span ... LUniform Loads 1 On Left Cantilever ... On Right Cantilever ... #1 0.471 Wft #1 0.471 Wft #I 0.471 Wft I Point Loads 1 Magnitude k 10.700 k 4.500 k k k Location ft -8.000 ft 52.000 ft ft ft I Query Values -7 Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 11.49 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -1 00.67 k-ft 0.00 k-ft 0.00 k-ft Moments. .. Shears ... Reactions ... 1 Max+ @Center 39.46 k-ft at 24.40ft Q Left 14.41 k Q Left 25.96 k Max - @ Center -100.67 k-ft at 0.00 R @ Right 9.23 k Q Right 17.50 k Maximum 14.41 k -100.67 k-ft - 1 Q Right Cant -51.07 k-fi Maximum = 100.67 k-ft Defledonr ... Q Center -0.273 in at 24.28ft Q Left Cant. -0.204 in at -8.00 ft Q Right Cant 0.030 in at 52.00 ft ~-(x~:;&2, Ver 5.0.6, 15-Jul-1998, Win32 (c) 1983-98 ENERCALC 61% 4 -7 Job # Date: 4:02PM, 28 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 : Re" m1 Single Span Beam Analysis Page 1 Description LACOSTA BUILDING #4 1 General Information 1 Center Span 38.70 ft Moment of Inertia 15,200.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi Right Cantilever ft Beam End Fixity Pin-Pin LUniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.801 Wft #I Idft #I kfft I Point Loads 1 ~ Magnitude 2,000 k Location 19.400 ft k k k ft ft ft k ft I Query Values i Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 16.50 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in 0.00 k-ft Moment 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions ... Max + @ Center 169.29 k-ft at 19.39 ft Q Left 16.50 k @ Left 16.50 k Max - @ Center 0.00 k-ft at 0.00ft Right 16.50 k Q Right 16.50 k Q Left Cant 0.00 k-ft @ Right Cant 0.00 k-ft Deflections... Maximum 16.50 k @ Center -1.726 in at 19.39ft Q Left Cant. 0.000 in at 0.00 ft Q Right Cant 0.000 in at 0.00 ft Maximum = 169.29 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 0 Ibl 4 -9 Job # Date: 4:09PM, 28 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and will be printed on each page. Title : Dsgnr: Description : enter your title block information scope : Re” m1 Single Span Beam Analysis Page 1 Description LACOSTA BUILDING #4 MAL L.49 1 General Information 1 Center Span 33.00 ft Moment of Inertia 15,200.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixtty Pin-Pin [Unifonn Loads I On Center Span ... On Left Cantilever. .. On Right Cantilever ... #I 0.801 Wft #l 0.801 klft #I 0.801 Wft Point Loads I Magnitude 8.510 k 1.800 k 16.500 k k k Location -6.000 ft 16.500 ft 39.000 ft ft ft I Querv Values c ~~ ~ ~ ~ ~~ Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 12.66 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -65.48 k-ft 0.00 k-ft 0.00 k-ft Momen ts... Shears ... Reactions ... Max + Q Center 34.63 k-ft at 15.78 ft Q Left 13.24 k Q Left 25.98 k Max - Q Center -113.42 k-ft at 33.00 ft Right 21.24 k Q Xight 36.88 k @ Right Cant -I 13.42 k-ft Deflections ... Maximum 21.24 k Q Left Cant -65.48 k-ft Q Center -0.107 in at 14.61 ft Q Left Cant. -0.059 in at -6.00ft Q Right Cant -0.201 in at 39.00 ft Maximum = 113.42 k-ft I (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 n\&l 4- lo I 1 Job # Date: 4:09PM, 28 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. j Re" M60I Single Span Beam Analysis Page 1 Title : Dsgnr: Description : Scope : Description 1 LACOSTA BUILDING #4 f7b e m+hu-%Jwb I General Information I Center Span 33.00 R Moment of Inertia 15,200.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin LUniform Loads I On Center Span ... On Left Cantilever... On Right Cantilever ... #l 0.801 k/ft #I 0.471 k/R #I 0.471 k/ft I Point Loads I Magnitude 4.470 k 1.800 k 9.100 k Location -6.000 ft 16.500 ft 39.000 ft k ft k R 1 Querv Values h Center Location 0.000 ft Left Cant 0.000 R Right Cant 0.000 ft Shear 13.27 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -35.30 k-ft 0.00 k-ft 0.00 k-A Reactions. .. Moments. .. Shears ... Max + Q Center 74.70 k-ft at 16.50ft Q Left 13.27 k Q Left 20.57 k Max - Q Center -63.08 k-ft at 33.00 ft Right 14.96 k Q Right 26.88 k Q Right Cant -63.08 k-ft Deflections ... Maximum 14.96 k Q Left Cant -35.30 k-R Q Center -0.470 in at 15.96 ft Q Left Cant. 0.208 in at -6.00 ft Q Right Cant 0.127 in at 39.00 ft Maximum = 74.70 k-R (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 491 4- 'I Job # Date: 441 PM, 28 NOV 01 To specify your title block on these five lines, use the SETTINGS selection on the main menu and will be printed on each page. Tnle : Dsgnr: Description : scope : enter your title block information Re" YMODl Single Span Beam Analysis Page 1 Description LACOSTA BUILDING ##4 13tzAY9 bh0 I General Information I Center Span 33.00 ft Moment of Inertia 15,200.000 in4 Left Cantilever 6.00 ft Elastic Modulus 1,700 ksi Right Cantilever 6.00 ft Beam End Fixity Pin-Pin LUniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.471 Wft #I 0.471 k/ft #I 0.471 k/ft I Point Loads I ~ ~~ Magnitude 4.470 k Location -6.000 ft - k 9.100 k k k ft 39.000 ft ft ft I Query Values I Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 R Shear 6.93 k 0.00 k 0.00 k Deflection 0,00000 in 0.00000 in 0.00000 in Moment -35.30 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears ... Reactions ... Max + Q Center 15.68 k-ft at 14.70ft Q Left 7.25 k Q Left 14.23 k Max - Q Center -63.08 k-ft at 33.00 ft Q Right 11.88 k Q Right 20.54 k Q Right Cant -63.08 k-ft Deflections. .. Maximum 11.88 k Q Left Cant -35.30 k-ft Q Center -0.042 in at 14.07ft Q Left Cant. -0.038 in at -6.OC ft Q Right Cant -0.122 in at 39.0b it Maximum = 63.08 k-ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 0631 4 -1Z 1 4 -‘9 a . Job # Date: 5:13PM, 28 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 : Re" Joml Single Span Beam Analysis Page 1 Description LACOSTA BUILDING #4 pT7L cow I General Jnformation i Center Span 42.00 ft Moment of Inertia 17,600.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin LUniform Loads I On Center Span ... On Left Cantilever ... On Right Cantilever ... #I 0.801 k/ft #I 0.801 Wft #I 0.801 Wft 1 Point Loads I Magnitude 16.500 k 1.800 k 14.500 k Location -8.000 ft 21.000 ft 50.000 ft k ft k ft Query Values -- ------7 Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 18.10 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -1 57.63 k-ft 0.00 k-ft 0.00 k-ft Moments . . . Max + Q Center 45.89 k-ft at Max - Q Center -157.63 k-ft at Q Left Cant -157.63 k-ft Q Right Cant -141.63 k-ft Maximum - 157.63 k-ft Shears ... Reactions. .. 21.00ft @Left 22.81 k Q Left 41.01 k 0.00ft @ Right 20.82 k Q Right 38.25 k Maximum 22.81 k Deflections ... Q Center -0.130 in at 21.58ft Q Left Cant. -0.431 in at -8.00ft @ Right Cant -0.353 in at 50.00 ft (c) 1983-98 ENERCALC KW-0603482, Ver 5.0.6, 1SJul-1998, Win32 0 \4\ 4-44 Job # Date: 5:14PM, 28 NOVO1 To specify your title block on these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Title : Dsgnr: Description : Scope : 6+" 506401 Single Span Beam Analysis Description LACOSTA BUILDING #4 WW C WTC LWGP I General Information 1 Center Span 42.00 ft Moment of Inertia 17,600.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin LUnifom Loads I On Center Span ... On Left cantilever ... On Right Cantilever ... #l 0.801 ldft #1 0.471 ldft #1 0.471 Wft 1 Point Loads I Magnitude 9.100 k 1.800 k 8.000 k k k Location -8.000 ft 21.000 ft 50.000 ft ft ft I Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 17.93 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -87.87 k-ft 0.00 k-ft 0.00 k-ft Moments ... Shears... Reactions ... Max + Q Center 112.05 k-ft at 21.00 ft Q Left 17.93 k Q Left 30.80 k Max - Q Center -87.87 k-ft at 0.00 ft @ Right 17.51 k Q Right 29.28 k Maxi mum 17.93 k @ Left Cant -87.87 k-ft - 1 Q Right Cant -79.07 k-R Maximum = 11 2.05 k-ft Deflections. .. Q Center -0.972 in at 21.12ft @ Left Cant. 0.305 in at -8.00 ft Q Right Cant 0.349 in at 50.00 ft (c) 1983-98 ENERCALC KW-06482, Ver 5.0.6, 15-Jul-1998, Win32 018 \ 4- '5 ' 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 paQe. Title : Dsgnr: Description : Scope : Job # Date: 5:14PM, 28 NOVO1 r- Re" X)m1 Single Span Beam Analysis Page 1 ~~~~ ~ Description LACOSTA BUILDING #4 PF=no Low I General Information -, Center Span 42.00 ft Moment of Inertia 17,600.000 in4 Left Cantilever 8.00 ft Elastic Modulus 1,700 ksi Right Cantilever 8.00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... i On Left Cantilever ... On Right Cantilever ... #I 0.471 klft #I 0.471 klft #I 0.471 Wft I Point Loads 1 Magnitude 9.100 k k 8.000 k k k Location -8.000 ft ft 50.000 ft ft ft 1 Query Values 1 Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Shear 10.10 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Moment -87.87 k-ft 0.00 k-ft 0.00 k-ft Moments. .. Shears ... Reactions.. . Max + Q Center 20.43 k-ft at 21.46 ft Q Left 12.81 k Q Left 22.97 k Max - @ Center -87.87 k-ft at 0.00 ft Right 11.71 k Q Right 21.45 k Maximum 12.81 k @ Left Cant -87.87 k-ft - Q Right Cant -79.07 k-ft Maximum = 87.87 k-ft Deflections. .. Q Center 0.043 in at 5.10 ft Q Left Cant. -0.255 in at -8.OOft Q Right Cant -0.216 in at 50.00 ft KW-0603482, Ver 5.0.6, 15-Jul-1998, Win32 - (c) 1983-98 ENERCALC hW &-.I c I b I l'\c(C3 4/11 c 8 c 3 I 'I i Y I I1 I I I I I I I I I I I I I I I I I m 1 I I 8 8 T z L a -r - --2 : LACOSTA5 .-. -?: : 4 -. I, - 0.000 0.000 F 2 0.000 19.000 19,500 19 * 000 T 19.500 0.000 F - 1 2 19.000 90,oo 1 2 4 3 19.000 90.00 1 3 2 3 19.500 0.00 1 - 1 TS14X6X1/2 29000.00 18.400 426.000 - --.,-. :==,--?tion : ROOF ___ .e.., List : 3 ^c”^”. _- -- 1 CONC GLO DIST B 8.00 0.00 9.75 0.00 ;?scription : SEISMIC .I..-_ -1st : 2,3 - 1 FORCE 9.00 0.00 0.00 . -7,- COMBINATIONS: 1 2 3, 4 0.0000 1.0224 1.0229 0.0000 0.0000 0.0057 -0.0015 0.0000 0.0000 -0,1032 -0; 2015. 0.0000 ~ -,- -'4.-.d COMBINATIONS: ^^. ... - -,:$.= - : 1.00 X CASE 1 1 1 13.2880 2 13.2880 1 1 4 3 2 3 -3.5380 -3.5380 1.2193 1.2193 10.2193 -105.2159 10.2193 88.9509 7.7807 7.7807 -13.2880 -3.5380 ,89.7926 58.0407 88.9509 -58.0407 0.1151 4.75 0.1364 5.65 0.1230 13.12 1 1 10.2193 13.2880 -105.2159 -89.7926 7.7807 -3.5380 4. - L'I -I 0 * 000 0.000 19.500 19.500 0.000 19.000 19,000 0.000 F F - 1 2 19.000 L 4 3 19.000 d 2 3 19.500 - d 90.00 90.00 0.00 1 1 1 1 TS14X6X1/2 29000.00 18.400 426.000 3==,-,ption ---I. : ROOF -- r-e-.er.: List : 3 1 CONC GLO DIST B 0.20 0.00 9.75 0.00 OW 4-LID , 9.00 0.00 0.00 . -.- --.Id Z3MBINATIONS: --.,- . __._- I- - : 1.00 X CASE 1 & 1 2 31 4 0.0000 1.0357 1.0357 0.0000 0.0000 0.0073 -0.0032 0.0000 0 * 0000 -0.1568 -0.1610 0.0000 L2.L-T XYBINATIONS: -.-.,- . __.._ 1- - : 1.00 X CASE 1 1 - L 1 - 1 1 2 4 3 2 3 17.1348 17.1348 -7.3848 -7.3848 0.0512 0.0512 9.0512 9.0512 8.9488 8.9488 -17.1348 -7.3848 -98.3469 73.6251 -97.6998 72.3282 73.6251 -72.3282 0.1271 5.21 0.1280 5.25 0.0629 15.34 1 1 17.1348 -98.3469' 9.0512 8.9488 -7.3848 -97.6998 A- 4 I{ a f" 7 To specify your title block on tltle : Job 1 Dqnr: Date: 3WM 24 A1-5,X Descrlptlon : scope : these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. __ 4- MBX)l Singie Span Beam Analysis Page I Description . .- -- -- ___ -. - - General Information I Center Span 15 00 ft Moment of Inertia 21 000 in4 ,eft Cantilever ft Elastic Modulus 1,600 ksi Right Cantilever 7 00 ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... 1 On Left Cantilever ... On Right Cantilever.. #l 0016 Wft #1 km #l 0016 k/ft -_ -- Query Values I - ~ ~~~ ~ ~ Center Location 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft Moment 0 00 k-ft 0 00 k-ft 0 00 k-R Shear 0.09 k 0.OD k 000 k Deflection 0 00000 in 0 00000 In 000000 in Moments ... Shears. .. Reactions ... Max + @ Center 028 k-ft at 587ft Q Left 0 09 k Q Left 0 09 k -0 38 k-ft at 15 00 ft @ Right 015k Q Right 0 26 k Max - @ Center @ Left Cant @ Right Cant -0 39 k-ft Deflections. .. Maximum 0 15 k 0 00 k-ft @ Center -0 265 in at 6 57 fl @ Left Cant 0000 in at 0 00ft @ Right Cant -0 140 in at 22 00 ff Maximum = 0.39 k-ft -_ - - __ - -- - J-- E . To specify your title block on these five lines, use the SETTINGS selection on the main menu and Title : Dsgnr: Description : Job # Ciate: 8 55AM 2 !45, Z enter your title block information Scope ' - .__ - will be printed on each page. .- .I ,"*fit Single Span Beam Analysis Page a I ~ Description THE PAVILION AT LA COSTA . - __ -. .. . - General Information I Center Span 15.00 ft Moment of Inertia 20.700 in4 Left Cantilever 9.00 ft Elastic Modulus 1,600 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads I .~ - 1 On Center Span ... On Left Cantilever ... On Right Cantilever ... #1 0.016 kfft #1 0.016 kfft #1 Wft Quem Values I Center Location 0 000 ft Left Cant 0 000 ft Right Cant 0 000 ft Moment -0 65 k-fl 0 00 k-ft O 00 k-t: Shear 0 16 k 0 00 k 000 k Deflection 0 00000 ifl 0 00000 in 000000 In Moments ... Shears ... Reactions. Max + @ Center O18k-ft at1019ft @Left 0 16 k @ Left 031 k Max - @ Center -0 65 k-ft at 0 00 ft 8 Right 0 08 k Q Right 0 08 k @ Left Cant Maximum 0 16 k -0 65 k-ft @ Right Cant 0 00 k-ft Deflections ... @ Center -0 103in at 1OOOft @ Left Cant -1 153 in at -9 00ft @Right Cant 0 000 rn at 0 00ft Maximum = 0.65 k-ft __ - --__ ___ . - - I '983-98 ENERCALC KW-0603482 Ver 5 0 6 15-~~1.'99? :. -2: *. >* To specify your title block on Title : Job Dsgnr: Date: 9 OOAM 2 '-1 . I ' Description : Scope : these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. ~. .. .<. '..h<, Single Span Beam Analysis page . I Description THE PAVILION AT LA COSTA - General Information I Center Span 15 00 ft Moment of Inertia 35 000 in4 -efi Cantilever 9 00 ft Elastic Modulus 1,600 ksi Si g ht Cantilever ft Beam End Fixity Pin-Pin Uniform loads On Center Span ... I On Left Cantilever ... On Right Cantilever ... #1 0.016 k/ft #1 0.016 k/ft #1 Wft ___.. . Query Values I Center Location 0 000 ft Left Cant 0 000 ft Right Cant 0 000 fi Moment -0 65 k-ft 0 00 k-ft 9 90 K-k Sheaf 0 16 k 0 00 k 000 Deflection 0 00000 in 0 00000 in 0 OOOOC lr Moments ... Shears ... Reactions . Max + @ Center 0 18k-ft at 10 19ft @Left 0 16 k @ Left 037 k Max - @ Center -0 65 k-ft at 0 00 ft @ 0 08 k @ Right 0 08 k Maximum 0 16 k @ Left Cant -0 65 k-ft @ Right Cant 0 00 k-ft Deflections ... @ Center -0 061 in at 1OOOft @ Left Cant -0682 in at -9 OOft @ Right Cant 0 000 in at 0 00 ft Maximum = 0.65 k-ft - __ - 8 . To specify your title block on Title : Job u these five lines, use the SETTINGS selection on the main menu and enter your title block information will be printed on each page. Dsgnr: Date: 9 OTAM 2 rr5, :. Description : Scope : __ -. __ ___ - -. . . . - __ " >v*, Single Span Beam Analysis Page . I Description THE PAVILION AT LA COSTA - _. _.._ __ Gene ra I Info mat ion I :enter Span 15 00 ft Moment of Inertia 20 700 in4 ,en Cantilever 0 00 n Elastic Modulus 1,600 ksi Right Cantilever ft Beam End Fixity Pin-Pin Uniform Loads On Center Span ... On Left Cantilever,.. On Right Cantilever __- . - .___ I #1 0016 Uft #I 0016 Uft #1 k/h __ __ Query Values I -~~- - ~ ~ o ooo n Left Cant 0 000 ft Right Cant 0 000 tt Center Location Moment -0 51 k-ft 0 00 k-ft O 00 k-f' Shear 0 15 k 0 00 k 000 k Deflection 0 00000 in 0 00000 in 0 oooo!! In --I Moments ... Shears ... Reactions. . Max + Q Center 023 k-ft at 962ft Q Left 0 15 k @ Left 0 20 I( Max - @ Center -0 51 k-ft at o 00 n @ Right 0 09 k @ Right 0 09 k Maximum 015k @ Left Cant -0 51 k-ft @ Right Cant O 00 k-ft Deflections.. . @ Center -0 187 in at 9 02 ft @ Left Cant -0 560 in at -8 00ft Q Right Cant 0 000 in at 0 00 ft Maximum = 0.51 k-ft KW-0603482 VerSOE - 15-Jdl . . -. '95% . ;. -:I t '983-98 ENERCALC $4 L c 3 I300J H T r L. 0.000 0.000 16.000 16,000 0.000 17.000 17.000 0 IO00 F F 1 2 .. 4 3 2 3 17.000 90.00 1 17.000 90.00 1 16.000 0.00 1 1 TS12X6X1/2 29000.00 16,400 287.000 DIST B 0.00 E 16.00 0.00 0.00 -0 ..qo -0.40 NODAL LOAD INFORMATION - -_ .- ::AS PX PY M . -_- TY?E DX DY BETA . -- ._ .. - .- - Units : K Ft 9.00 K Ft 0.00 Ft-K Deg 0.00 Units : In In --.,- . - --.~.zINATIONS : 1.30 X CASE 1 . ._ .- -. - 0.0000 1.0796 1.0794 0.0000 0.0000 0.0022 -0.0049 0.0000 0.0000 -0.2001 -0.1531 0 * 0000 - - \,, - .- .. . - I. .3 I NAT IONS : 1.00 X CASE 1 ..- . .- -. - i i 5.0523 5.0523 -11.4523 -11.4523 -0.4911 8.5089 8.5089 9.4911 9.4911 -5.0523 . -- 0.1360 't . -- -84.2015 60.4494 -89.7610 71.5881 0 60.4494 -0.4911 -11.4523 -71.5881 -0.0776 - -- . -- ;DAD COMB REACTIONS PX PY MOMENT Units : K K K -Ft 1 1 8.5089 9.4911 5.0523 -11.4523 -84.2015 -89.7610 0.000 0.000 18.000 18.000 0.000 17.000 17.000 0.000 F F L 1 4 2 2 3 3 17’. 000 17;. 000 18 ~. 000 90.00 90.00 0.00 1 1 1 ..- -- MODULUS AREA I u*>. 1 Ts^12X6X1/2 I 29000.00 16.400 287.000 0.00 16.00 0.00 0.00 -0 I40 -0.40 Units : K Ft 9.00 K Ft 0.00 Ft-K De9 0.00 ZZYSINATIONS: _..._ ~ .- - - : 1.00 X CASE 1 1 0 * 0000 0.0000 0.0000 2 1.1132 0.0016 -0.2254 3 1.1129 -0.0043 -0.1656 4 0.0000 0.0000 0.0000 -.- - ._ . .- 1.00 X CASE 1 * . -. 1 3.6554 a. 3757 -84.5683 2 3.6554 a. 3757 57.8192 0 I 1442 -I -- & .. 4 -10.0554 9.6243 -91.6339 . -- 3 -10.0554 9.6243 71.9786 0.1323 1 :- .. -0.6243 -3.6554 57.8192 2 3 -0,6243 -10.0554 -71.9786 -0.1G26 .. . . -. -- 1 1 8.3757 3.6554 -84.5683 9.6243 -10 * 0554 -91.6339 rL / ,-I. ,./‘ / I \ I \ j I I I I , ---* . I 7 / 1 I' I1 Southern California Geotechnical Thomas Enterprises, Inc. 3604 Carleton Street San Diego, California 92106 January 29,2002 Project No. 01 (3216-5 Attention: Subject: Reference : Mr. Me1 Kuhnel Vice President, Development Foundation Plan Review Proposed Retail Development The Pavilion at La Costa, Building 4 Carlsbad Tract No. 92-08, Lot 4 Carlsbad, California Geotechnical lnvestiqation and Liquefaction Evaluation, ProDosed Retail Development, The Pavilion at La Costa, Carlsbad Tract No. 92-08, Lot 4, Carlsbad, California, prepared for Thomas Enterprises, Inc. by Southern California Geotechnical, Inc., dated November 8, 2001, SCG Project No. 01 G216-I. Dear Mr. Kuhnel: In accordance with the request of Mr. Steve Kohn of Nadel Architects, Inc., we have reviewed the foundation plans for the above referenced project. These plans have been reviewed for conformance with the conclusions and recommendations contained within the above referenced geotechnical report. The plans provided to our office for the purposes of this review are identified as follows: 0 Sheet S-I , General Notes, Building 4, dated December 3,2001. 0 Sheet S-2, Typical Details, Building 4, dated December 3,2001. 0 Sheet S-5, Foundation Plan, Building 4, dated December 3,2001. 0 Sheet S-7, Structural Details, Building 4, dated December 3, 2001 * 0 Sheet S-9, Structural Details, Building 4, dated December 3,2001. In general, these plans are considered to have been prepared in accordance with the conclusions and recommendations presented in the above referenced geotechnical report. Comments generated during our review as well as any exceptions to this conclusion are documented below: 0 The structural engineer has specified that the floor slab reinforcement consist of No. 3 bars at 16-inches on-center in both directions. This reinforcement exceeds the minimum reinforcement presented in the above referenced geotechnical report and is considered suitable from a geotechnical standpoint. ~ ~ _______~_____ 1260 North Hancock Street, Suite 101 Anaheim, California 92807-1 951 (714) 777-0333 Fax (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 A, F, 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 foward 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. Respectfu I I y Submitted , Southern California Geotechnical, Inc. Gregory K. Mitchell, GE 2364 Pqncipal Engineer '-4 (I) Mayers and Associates, Attn: Dru Mayers (3) Nadel Architects, Inc. The Pavilion at La Costa, Building 4 - Carfsbad, CA Project No. 01 G216-5 Page 2 NON-RESIDENTW CERTIFICATE: Non-Residential Land Owner, please read this option carefblly and be sure you thoroughly understand the options before signing. The option you chose will affect your payment of the developed Special Tax assessed on your property. This option is available only at the time of the first building permit issuance. Property owner signature is required before a building permit will be issued. Your signature is confirming the accuracy of all information shown. Ppoom@;* 6-u auAQ& 30~4u~ 6- O,~LJU,-+ Telephone Name of Owner \ 4 [( G Address Project Address -%yru~& @A 3080 Carlsbad, California 920oq City, State Zip Code City, State Zip cod& Assessor's Parcel Number or APN and Lot Number if not yet subdivided by County Assessor. (3 \* 37m Building Permit Number(s) As cited by Ordinance No. NS-I55 and adopted by thc City of Carlsbad, ChWorrtia, the City is authorize to levy a Special Tax in Community Faditits DWct No. 1. A11 non-msidential property, issuance of a building pemir, shall have the option m (1) pay the SPECIAL DEVELOPMENT. TAX QMje TIME or (2) assume the ANNUAL SPECIAL TAX - DEVELOPED PROPERTY fbf a period not te .. exceed twenty-five (25) years, Please indicate your choice by initialing the appropriate line below, rhe . OPTION(1): I e w, as a one-time payment . .Amount OX . Owner's Initials OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ANNLiALLY fbr a period not to ' .. wen -five (25) years. Maximum Annual Specid Tax: zq . Owner's Initials . I DO HEREBY CERTIFY UNDER PENALTY OF PERJURY THAT THE UNDERSIGNED IS THE PROPERTY OWNER OF THE SUBJECT PROPERTY AND THAT I UNDERSTAND AND WILL COMPLY WITH THE PROVISIONS AS STATED ABOVE. J The City of CarIsbad 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 a 8 City of Carlsbad CER"ICATE 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): I. Pmjed Description: Building Type: .. Residential: .. Second Dwelling Unit: Residenfial Add it ions: CornmerciaUIndustrial: City Certification of Applicant Information: ... ' ,.. . .. . . .. I.,. . . .. . .Number of New Dwellincr Units Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area A n !. LU7 Square Feet F~OOF Area J Date: / I CIL 1-L SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD Carlsbad Unified School District 801 Pme Ave. San Marcos Unified School District 215 Mata Way San Dieguito Union High School District 710 Encinitas Blvd. Encinitas, CA 92024 (753-6491) Carlsbad CA 92009 (729-9291) Sari MWCOS, CA 92069 (736-2200) Encinitas Union S 10 1 South Rancho Santa Fe Rd Encinitas, CA 92024 ( - Certification of ApplicanffOwners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the ownerldeveloper of the above described projectts), or that the person executing this declaration is authorized to sign Signature: Date: I 49 1635 Faraday Avenue Carlsbad, CA 92008-7314 * (760) 602-2700 - FAX (760) 602-8560 SCHOOL DISTRICT SCHOOL FEE CERTtFlCATlON (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE - BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifes that the developer, builder, or owner has satisfied the obfigatim for school facilties. This is to certify that the applicant listed -on- page I has paid all amounts or completed other applicable SC~& mitigation determined by the School District. The City may isme building permits for this p&jea. SIGNAWKE OF AUTHORIZED SCHOOL DISTRICT OFFICtAL TITLE NAME OF SCHOOL DfS7RICT EOSD DATE { a-/”AIOA. PHONE NUMBER 9YLI-430cL Ym- . .. .. From: Christer Westman To: Mike Peterson Date: 5/28/02 8: 1 6AM Subject: Pavilion at La Costa The Pavilion tract map includes some large Open Space lots which are deed restricted prohibiting development of any kind other than grading and infrastructure improvements needed for storm water control. The lot immediately to the east of the pavilion is one of those open space lots. Christer Westman AlCP cwest@ci.carlsbad.ca.us 700479061 3; Dee-9-02 3:43PM; ~eu08ala water Dlscrist 7603533094 gent By: VCC CARLSBAD; "_V -- "L uu.1Lly City or Corlsbad Attention: Mike Peterson Subjcct: Pavilion at La Coda Dear Mr. Peterson, Please be advised that Lwcadia County War DhtM does not object to the City of Carisbad issuing building permits fbr the above rtferonce project. Sewer improvemclt plans have been &ped for this pivhjctt. Please contact me if you have any questions, at 760 753~0155, Frank Reyr- Administrative Assistant Page 212 ?a 1 e- - ' "\ z 0 0 c a Z 0 r, 5 i! 0 C 2 r? C 3 P # N Q, N & m 5 P n E. n 9 (D (D 0 Q .. .. 0 0 0 W Q, 0 .F N N d 4 4 rn- D a 2 0 I' ' c City of Carlsbad 1635 Faraday Avenue Carlsbad CA 92008 Applicant: NADEL ARCHITECTS CBO 13 7 7 9 Amount -2,620.49 Receipt Number: ROO31397 Transaction Date: 12/09/2002 Transaction Amount: -2,620.49 1 1-06-2003 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: PCR03106 191 1 CALLE BARCELONA CBAD PCR Status: ISSUED Lot#: 0 Applied: 05/30/2003 Plan Approved: 11/06/2003 Issued: 11/06/2003 $0.00 Construction Type: NEW Entered By: RMA FORUM-MOVE DEMISE WALLS-BLDG 4 Inspect Area: Owner: 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 8233 ll/06/53 0002 01. 52 CGF 120 0 00 FINAL APPROVAL Inspector: Date: Clearance: I NOTICE: Please take NOTICE that approval of your project includes the ‘Imposition” of fees, dedications, reservations, or other exactions hereafter collectively referred to as “feeslexactions.” You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any ~ PERMCT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE US€ ONLY PLAN CHECK NO EST. VAL. Pian Ck. Deposit Validated z;,;? Date - (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 I$50011. Name Address city State/Zip Telephone X State License X License Class City Business License X Deslgner Name Address City State/Zip Telephone State License X Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shell not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Faiturn to 8emm workers' compensation coverage Is unlawful, and shall wqlect an employer to criminal penalties and civil fines up to one hundred thW8and dollerr ~~100.0001, In addition to the cost of compensation, damagar a8 provided for in Section 3706 of the Labor code, interest and attorney's feaa. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation. as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is SIGNATURE DATE I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 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 Profassions 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(sl licensed pursuant to the Contractor's License Law). 0 1. 2. 3. I am exempt under Section I personelly 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 (firm1 to provide the proposed construction (include name I address / 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 / phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address / phone number / type PROPERTY OWNER SIGNATURE DATE Is the applicant or future building occupant required to submit a busineos 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 e 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 wdter boundary of a schad 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 REQUIREMENTS OF THE omcE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. LENDERS NAME LENDERS ADDRESS I certify that I hava 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 ail 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, JUDQMENTS. 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 not commenced within 180 days from the date of such permit or if the bullding or work authorized by such permit is suspended or abandoned at any time after the work is n 106.4.4 Uniform Building Code). APPi 3ANT'S SIGNATURE DATE 5/m/o 3 WHITE. File YELLOW. Applicant PINK: Finance PLANNINC/ENGINEERINC APPROVALS PERMIT NUMBER CB 03 Iocb DATE ADDRESS fl\\ RESIDENTIAL TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL (< $10,000.60) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER ENGINEER DATE DOCVMisformslPlanninQ Engineering Approvals , Carlsbad 01-3779(PCR03106) - June 11,2003 EsGil Corporation In Partnership with Government for Bniliiing Safety DATE: June 11,2003 JURIS D I CTI 0 N : Carlsbad PLAN CHECK NO.: 01-3779(PCR03106) OeT 0 Cl PLAN REVIEWER 9 FILE SET: I PROJECT ADDRESS: 1911 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. c] The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at c] The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the c] The applicant’s copy of the check list has been sent to: Esgil Corporation until corrected plans are submitted for recheck. applicant 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: 1 Fax #: REMARKS: Revision 3 includes minor changes per letter dated May 30,2003. Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esg i I Corporation 0 GA MB EJ c] PC 6/3/03 tmsmtl.dot ~ Carlsbad 01-3779(PCR03 106) June 11,2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 3779(PCR03106) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: June 11,2003 BUILDING ADDRESS: 191 1 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Bldg. Permit Fee by Ordinance V I Plan Check Fee by Ordinance 7 I Type of Review: [7 Complete Review Repetitive Fee I;] Repeats 0 Other Hourly Esail Plan I $1 20.001 0 Structural Only I 11 Hour* Revlew Fee I $96.00l * Based on hourly rate Comments: Sheet 1 of 1 rnacvalue.doc Carlsbad Fire Department 031 06 1635 Faraday Ave. Carlsbad, GA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 06/12/2003 Reviewed by: Name: Nadel Architects Address: City, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 Plan Checker: Job #: 03106 Job Name: The Forum Bldg #: PCR03106 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3 rd Other Agency ID FD Job# 03106 FD File # ctf e CC. 04-04-2003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: Applicant: NADEL ARCHITECTS 858 552-8424 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03049 191 1 CALLE BARCELONA CBAD PCR Status: ISSUED Lot #: 0 Applied: 0311 1/2003 Plan Approved: 04/01/2003 Issued: 04/04/2003 $0.00 Construction Type: NEW Entered By: RMA FORUM-BLDG 4-REV FENESTRATION, Inspect Area: COLUMNS,FOOTINGS,SHEAR&MOMENT FRAME Owner: Plan Check Revision Fee Additional Fees ~~ $240.00 $0.00 Total Fees: $240.00 Total Payments To Date: $0.00 Balance Due: $240.00 2026 04/04/03 0002 01 02 CGP 240 06 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. EST. VAL. Plan Ck. Deposit Validated By-+ , I Date /LI/G5' V (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 Code1 or that he is exempt therefrom, and the basts for the alleged exemption. Any violation of Section 7031.543~ any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$5001) Name Address city Staternip Telephone # State License # License Class City Business License # Designer Name Address City Statelzip Telephone State License t 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No. Expiration Date [THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS I81001 OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Fatlure to secure workers' compenaatbn coveraga Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars l$lOO.OOO). 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 sola 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 rofessions 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 I am exempt under Section Business and Professions Code for this reason: y plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 ave not) signed an application for a building permit for the proposed work. ractors license number): 4. number I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the malor work (include name I address I phone s 1 phone number I type PROPERTY OWNER SIGNATUR / 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 Suilding occupant required to obtain a permit from the air pollution control distrlct 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 NO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME LENDER'S ADDRESS I certify that I have readfhe application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES OSHA An OSHA permit is requir EXPIRATION: Every permit authorized by such permit is at any time after the work is APPLICANT'S SIGNATURE RUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. demolition or construction of structures over 3 stories in height. by limitation and become null and void if the building or work or work authorized by such perm' is sus nded or abandoned DATE Tblds EsGil Corporation In partnersdip witfi $wemment for Suiliiing sufety DATE: April 4,2003 J U Rl SDl CTION: Carlsbad PLAN CHECK NO.: 01-3779(PCRO3049) SET: I11 PROJECT ADDRESS: 191 1 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) w 0 0 0 0 0 w 0 w a PLAN REVIEWER a FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant‘s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: REMARKS: Set Ill includes structural revisions for building 4. (relocation of columns and shear walls). Architect to carry approved set of plans to the city. Ok‘d by Raenette. Mail Telephone Fax In Person By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 4/3/03 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 EsGil Coworation . In Partmrsfiip with Government for @uildng safety DATE: March 26,2003 J URI SDI CTI ON: Carlsbad PLAN CHECK NO.: 01-3779(PCR03049) SET: I1 PROJECT ADDRESS: 1911 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) 0 PLAN REVIEWER 0 FILE w 0 0 0 0 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted : Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: By: Abe Doliente Esgil Corporation 0 GA 0 MB 0 EJ 0 PC Enclosures: 2/25/03 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 Fax (858) 560-1576 EsGil I_ Corporation In Purtncrship with Governmentfor BuiUing Sufety -’ DATE: March 24,2003 JURISDICTION: Carlsbad a PLAN REVIEWER 0 FILE PLAN CHECK NO.: 01-3779(PCR03049) SET: I PROJECT ADDRESS: 191 1 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) 0 0 o w o w 0 IXI 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Nadel Architects 5465 Morehouse Drive, San Diego, CA 92121 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Steven Kohn Telephone #: 8581552-8424 Date contacted: 3b-i /a .3 (by: 6h) Fax #: (fig) ss2 I SVz9 Mail -Telephone Fax/ In Person REMARKS: By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 311 3103 tmsmti.dot 9320 Chesapeake Drive, Suite 208 4 San Diego, California 92123 4 (858) 560-1468 + Fax (858) 560-1576 . Carls'bad 01-3779(PCR03049) March 24, 2003 GENERAL PLAN CORRECTION LIST 3779(PCR03049) PROJECT ADDRESS: 1911 Calle Barcelona DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/13/03 a DATE REVIEW COMPLETED: March 24,2003 REVIEWED BY: Abe Doliente FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 0 Please make all corrections on the original tracings and submit two new complete sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 0 Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes Cl No Carlsbad 01-3779(PCR03049) March 24,2003 1. Check final sets of plans for signatures. 2. Two exits are required at lease spaces 4E and 4F. Clearly show these two exits. They must be located at least one half the longest diagonal of the areas served. 3. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 8581560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Abe Doliente at Esgil Corporation. Thank you. . Carlsbad 0 1-3779(PCR03049) March 24, 2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 3779( PCR03049) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: March 24,2003 BUILDING ADDRESS: 1911 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Valuation Reg. VALUE ($) Multiplier Mod. Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb By Ordinance Bldg. Permit Fee by Ordinance I V L Plan Check Fee by Ordinance v Type of Review: c] Complete Review L $240.00 1 Structural Only j ORtqtitive~ee 0 Other Repeats Hourly 11 Hours* Esgil Plan Review Fee Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.: ,C&( -yizmxG7 BUILDING ADDRESS: PROJECT DESCRIPTION: ASSESSOR’S PARCEL NUMBER: EST. VALUE: NEE RING DEPARTMENT approved. The approval is based on plans, information andlor specifications provided in your submittal; therefore any changes to these items after this date, including field modifications. must be reviewed by this ofice to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this rbport can result in suspension of permit to build. A Right-qf-Way permit is required prior to I lowing improvements: / DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: BY: Date: By: Date: ATTACHMENTS Dedication Application Dedication Checklist Improvement Application Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist Right-of-way Permit Application Right-of-way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT P- N ~ame: JOANNE JUCHNJEWIC~ 1 City of Carlsbad - Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract 1 A4 Rev. 7/1W 222 OOU PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. %%.0"3 Address 11 &\hwm Planner Christer Westman Phone (760) 602-4614 APN: Type of Project & Use: Net Project Density: DUlAC Zoning: General Plan: Facilities Management Zone: CFD (in/out) # Date of participation: Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: 1 Legend : Item Complete 0 Item Incomplete - Needs your action TYPE - Environmental Review Required: YES NO DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: TYPE - Discretionary Action Required: YES NO APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES- NO If California Coastal Commission Authority: Contact them at - 31 11 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (679) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: CA Coastal Commission Authority? YES NO- - NO i YES 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 0 0 0 lnclusionary Housing Fee required: YES - NO - (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) - Data Entry Completed? YES NO IA/P/Ds, Activity Maintenance. enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE)) , Site Plan: 1. Provide a fully dimensional site plan drawn to scale. 0 0 Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel number. 0 0 0 Zoning: 0 0 0 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown 0 0 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 0 0 3. Lot Coverage: Required Shown u u u 4. Height: Required Shown 0 0 0 5. Parking: Spaces Required Shown Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE (')?I/? 116;52 H:\ADMIN\COUNTER\BldgPlnchkRevChklst Carlsbad Eire Department 03049 - 1635 Faraday Ave. , Fire Prevention Carlsbad, CA 92008 (760) 602-4660 k Plan Review Requirements Category: Building Plan Date of Report: 3.l7.03 Reviewed by: Name: Nadel Architects Address: City, State: 5465 Morehouse Drive Suite 165 San Diego CA 92121 Plan Checker: Job #: 03049 Job Name: Forum Bldg. #4 Bldg #: PCR03049 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. Approved Subject to ncomplete F The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 049 FD File# Requirements Category: Building Plan c - Requi&nenti . Pending 05.16 A/S Design Sprinkler system design shall be in accordance with standards set forth by the National Fire Protection Association and UBC Standards 38-1 and 38-2. Permits are required prior to installation. Plans, specifications and calculations shall be certified by a licensed fire protection engineer or other person deemed competent by the Chief, and submitted in the name of a licensed sprinkler contractor. Warehouse buildings for which no specific use, occupant, product, activity or storage array has been identified, shall be protected by sprinkler system designed to deliver water at the rate of .45 gallons per square foot, throughout a 3000 square foot design area. City of Carlsbad Fire Department does not allow for water service for AIS Systems to pass under or through building footings. Plans do not indicate location of AIS Riser. Please reference attached sheet for more details. Additionally, the Double Detector Check Valve assebly is not indicated. Furthermore NFPA standard 24 requires this appliance to be located no less than forty (40) feet from the building. ~ Requirement: Pending 05.32 Additional Requirements or Comments City of Carlsbad Fire Department does not allow for water service for AIS Systems to pass under or through building footings. Plans do not indicate location of AIS Riser. Please reference attached sheet for more details. Additionally, the Double Detector Check Valve assebl: is not indicated. Furthermore NFPA standard 24 requires -to be located no less than forty (40) feet from the building. Page 1 03.17.03 ,03/2$/2003 TUE 13:47 FAX 858 552 8429 Architects Inc TO: Esgil Corporation FAX NO.: (858) 560-1 576 AITENTION : Abe Doliente NUMBER OF PAGES; 5 (Including this page) NADEL ARCHITECTS Facsimile Transmission Date: 3-2543 Regarding: The Forum at Carlsbad Nadel Project Number: 01 188 @I 001 4 WE ARE SENDING YOU: Carlsbad 01-3779 (PCR03049) Building 4 (191 1 Calle Barcelona) Changes per your request: Partial plans showing proposed exits for future tenant to mply with. THESE ARE: 0 for your approval 0 per your request for your files for review and comment c] for use on job 0 signature Remarks: Abe, Per our phone conversation, we are proposing exits from spaces 4E and 4F per your comment. Please feel free to indicate on our plans the 2 added exits per space as we hve shown on the fax if you wish. My goal is for the plans to be returned to the city, with your t'nrnment listed as a condition to be enforced by the city, and shown on plans accordingly prior to permit. Thank you for your help. If enclosures listed above are not received, notify at once Very truly yours, Nadel Architects Inc . cc: File Steven Kohn, p moG? ---?-- .83/25;2003 TUE 13:47 FAX 858 552 8429 NADEL ARCHITECTS @I 002 SYMEBOLS LEGEND /-@ IDENTIFICATION GRID WBER *-@ W A BULLETIN / ADDENDUM .I 43 KEYNOTE REFERENCE NUMBER EXERIOR. MATERIAL COLOR REFERENCE SELF-POWRED EXIT SIGN DIMENSION HITH LEADER ARC MATCHLINE DATUM ELEVATION5 LEADER ARROW FIN14H FL'OOR STEP ROOF PITCH PROPOSED ENTRYEXIT LOCATION BUILDIN6 HALL SECTION ALUM. ALUMIHM BLK. BLOCK C.B. CATCH 6ASlN C.L- CENTER LINE CLG. CEILIN6 CLR. CLEAR CC.. *C.Ih..l M.H. MD. MTR. N.IL. N.T.S. O/ O.G. O.D. me MANHOLE MA!3ONRr* OPENIN6 METER NOT IN CONTRAGT NOT TO SCALE I. ALL 60\/ 2. ME DIME REP( IN WT 3. bou Tlpf POR TEN/ 4. ALL Br 5. THE nAL. 6ov CIld XLF 6. ALL BEPr 7. EXIT Len AT L RE61 .03/25;2003 TLIE 13:47 FAX 858 552 8429 .. NADEL ARCHITECTS @I 003 41 I j/ !p $8 "E I c c z 9 r x .- 09-05-2003 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCRO3166 191 1 CALLE BARCELONA CBAD PCR Status: ISSUED Lot#: 0 Applied: 0811 5/2003 $0.00 Construction Type: NEW Entered By: SB CBOl3779 Plan Approved: 09/02/2003 Issued: 09/05/2003 THE FOURM BLDG 4 REV ELEC Inspect Area: Applicant: VRATSINAS CONSTRUCTION COMPANY P 0 BOX 2558 LllTLE ROCK, AR 72203-2558 501-376-001 7 Owner: Plan Check Revision Fee Additional Fees $120 .oo $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 PERMIT APPLICATION cirj OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 . - . . . . . -, FOR OFFICE USE PLY EST. VAL. Plan Ck. Deposit Validated By Date PLAN CHECK NO. cZ=? k~l usiness ma 1st this address) Total # of units Legal Description Lot No. Subdivid NameINumber Unit No. Phase No. Assessor's Parcel Y Existing Use &!.ma &d3,4-6~+? 9Z.m # of Bathrooms .- (Sec. 7031.6 Buelness and Professions Code: Any City or County which requires a permit to construct, altar, improve, demolish or repair any structure, prior to its issuance, ala0 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 thet ha is exempt therefrom, and the basis for the alleged exwnptlon. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more then five hundred dollars f95001). Name Address City StatelZip Telephone # State License 1 License Class City Business License t Designer Name Address ' City Statelzip Telephone State License X Workek' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of tho work for which this permit is issued. 0 irsuad. My worker's compensation insurance cerrier and policy number are: Insurance Company Policy No. Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS IblOOl 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 subjact to the Workers' Compensetlon Laws of Celifornie. WARNING: Fallurn to sacurn workers' cornpensanon coverage ia unlawful. and shl rubject an employer to criminal penalties end clvl flnaa up to one hundred thounand dolbn ~8100,0001, in addition to the cost of compensation, damegw a# prodded for in Sectlon 3706 of the Labor code, interest and attorney's fees. I heve end will maintain e 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 malntain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permlt 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 sola 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 ere not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 1, as owner of the property. am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractorls) licensed pursuant to the Contractor's License Law). I am exempt under Section I parsonelly plan to provide the major labor and mqterials for construction of the proposed property improvement. 0 YES I (have I hsvo not) signed an application for a building permit for the proposed work. i hsve contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): l plan to provide portions of the work, but l heve hired the following person to coordinate, supervise and provide the major work (include name I address I phone l 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 Professlons Code tot this reason: 1. 2. 3. 4. number I contrectors license number): 5. of work): ON0 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 26505, 25533 or 26534 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 ba Constructed within 1,000 feat 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 WLLUTlON CONTROL DISTRICT. i% I LENDER'S NAME LENDER'S ADDRESS City ordinances and State laws relating to building conatruction. I hereby authorize representatives of the Cit) of Carlsbed 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 AGAlNST 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 buiMing Onicial under the provisions of this Code shall expire by limitallon and become null and void if the building or work authorized by such permit is k authorized by such permit is suspended or abandoned at any tirr +ler the work is 6.4.4 Uniform Building Code). APPLICA SlGNATURE DATE 3 Carlsbad 01-3779 REV 4 PCRO3166 8)’27/2003 0 0 0 0 EsGil Corporation In Partnersfiip with Government for @uil;iing safety 0 PLAN REVIEWER 0 FILE DATE: 8/27/2003 JURI SDI CTl ON : Carlsbad PLAN CHECK NO.: 01-3779 REV 4 PCRO3166 SET: I PROJECT ADDRESS: 1911 Calle Barcelona Bldg 4 PROJECT NAME: Bldg 4 Exterior Lighting x The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: x Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person REMARKS: By: Eric Jensen Enclosures: Esgil Corporation 0 GA c] MB EJ c] PC 811 9 tmsmtl.dot Carlsbad 01-3779 REV 4 PCR03166 " 8/27./2003 VALUATION AND PLAN CHECK FEE JURIS D lCTl0 N: Carlsbad PCRO3166 PLAN CHECK NO.: 01-3779 REV 4 PREPARED BY: Eric Jensen DATE: 8/27/2003 BUILDING ADDRESS: 1911 Calle Barcelona Bldg 4 BUILD1 NG OCCUPANCY: TYPE OF CONSTRUCTION: Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Icb By Ordinance I 1994 UBC Building Permit Fee ,V 1 1994 UBC Plan Check Fee xv 1 Type of Review: c] Complete Review 0 Repetitive Fee Repeats 0 Structural Only 0 Other Hourly 171 Hour* Esgil Plan Review Fee I $1 20.001 * Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc 4 4 0 C 4 'T b* "F f Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Building Inspection Request Line (760) 602-2725 Permit No: PCR03167 191 1 CALLE BARCELONA CBAD PCR Status: ISSUED 2550120400 Lot#: 0 Applied: 08/15/2003 $0.00 Construction Type: NEW Entered By: CB CBOI 3779 Plan Approved: 10/31/2003 Issued: 10/31/2003 FORUM BLDG4- REPLACE STONE VEN Inspect Area: TO MARBLE SHEET AI-2 & A5.3 STONE CURB Applicant: STEVEN KOHNQNADEL STE 165 5465 MOREHOUSE DR SD 920121 a58-552-8424 Owner: FOURTH QUARTER PROPERTIES XM L L C 300 VILLAGE GREEN CIR SE #200 SMYRNA GA 30080 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 , PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT FOR OFFICE USE ONLY PLAN CHECK N 031107 EST. VAL. I Plan Ck. Deposit - Validated By Date 8-lye3 - Business Name t this address) Luyc - Legal Deshription Lot No. Unit No. Phase No. Total # of units Subdivision N (Bk4 FM \ A (Sec. 7031.5 Bustness and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to Its issuence, also requires the applicant for such permit to file e signed statement that he IS llcensed pursuant to the provisions of the Contrector's Llcense Lew [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and tho beais for the alleged exemption. Any violation of Section 7031.5 by any applicant for e permit subjects the applicant to a civil penalty of not more than flve hundred dollars 165001). Name 5yLG 7, Address City State/Zip Telephone # State License # License Class City Business License # Designer Name Address ' city Statelzip Telephone State License 1 0 of the work for which this permit is issued. 0 issued. My worker's compensation insurance carrier end policy number ere: 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 performence 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. WARNINQ: Failure to aecure workers' compensation coverage Is unlawful, and shall subject an employer to crlmlnal ponaltlas and civll fines up to OM hundred thouaand dollars ($100.0001. In addition to the cost of compensatlon, damages as prodded for In Sactlon 3706 of the Labor code, Intaroat and attorney'e fws. I have end 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, es 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 end the structure is not intended or offered for sale ISec. 7044, Business end Professions Code: The Contractor's bcense 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, 8s owner of the property. em exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business end 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 pursuent to the Contractor's License Law). 0 1. 2. 3. I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ON0 I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / eddress / phone number / contractors license number): Business and Professions Code for this reason: 4. number I contractors license number): 5. of work): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I 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 I type 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 Act7 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is e construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). 0 YES 0 NO is LENDER'S NAM rim I certlfy that I have reed the application and state that the above information is correct end 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 QRANTING 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 lhis Code shall expire by limitation and become null and void If the building or work authorized hy such permit is uch permit or if the building or work authorized by such permit is suspended or abandoned at any tirr slier the work is .4.4 Uniform Building Code). DATE APPLICA .: SIGNATURE WHITE: File YELLOW: Applicant PINK: Finance darlsbad 01-3779REV5(PCR03167) August 27,2003 EsGil - Corporation In Partnersfzip with Government for SuiMing Safety DATE: August 27,2003 J U RlSDl CTI ON: Carlsbad 0 PLAN REVIEWER PLAN CHECK NO.: 01-3779REV5(PCR03167) SET: I 0 FILE PROJECT ADDRESS: 1911 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) w 0 0 0 w O 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 #: REMARKS: Revision 5 includes minor changes per Architect’s letter dated August 12, 2003. Mail Telephone Fax In Person By: Abe Doliente Esgil Corporation Enclosures: GA MB 0 EJ PC 8/19/03 tmsmtl.dot Carlsbad 01 -3779REV5(PCR03167) Augrzst 27,2003 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad 3779REV5(PCR03167) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: August 27,2003 BUILDING ADDRESS: 191 1 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N ~~ Plan Check Fee bv Ordinance 4 Type of Review: 0 Complete Review 0 Structural Only 0 Repetitive Fee L 3 Repeats 0 Other a Hourly 171 Hour* Esgil Plan Review Fee I $120.001 ' Based on hourly rate Comments: Revision 5 includes minor changes per letter dated August 12, 2003. Sheet 1 of 1 macvalue.doc PLANNING/ENGINEERING APPROVALS RESIDENTDAL TENANT IMPROVEMENT RESlDEhlTlAC ADDITION MINOR PLAZA CAMlNO REAC ~<$IO,~.ao, CARLSBAO COMPANY STORES VILLAGE FAIRE -E OFFICE BUILDING OTHER -.. PLANNER .. 4 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-0 1 -2003 Plan Check Revision Permit No: PCR03054 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot #: 0 Applied: 03/20/2003 Valuation: $0.00 Construction Type: NEW Entered By: SB Reference #: Plan Approved: 03/31 /2003 Issued: 04/01/2003 Project Title: FOURM @ CARLSBAD REV TJI'S Inspect Area: 191 1 CALLE BARCELONA CBAD FLOORING BLDG # 4 Applicant: WAYNE SORRELS 1935 CALLE BARCELONA 92009 479-0570 Owner: 1645 04/01/03 0002 01 02 CGP uo.50 Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $1 20.00 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, resetvations, 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 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 Cii Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feedexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any Kda 3 6Sy FOR OFFICE USE 0 LY PERMIT APPLICATION PLAN CHECK NO- CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 9 EST. VAL. Plan Ck. Deposit I Y Validated Bv 9 15 ~ rnw- Business Name 0 Cnds8t)b I (at this address) Total # of units Legal Description Lot No. Subdivision NamelNumber Unit No. Phase No. Assessor's Parcel # Existing Use Proposed Use Address R - COMPANY NA& (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he IS licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars IS5001). Name Address city Statelzip Telephone # State License # License Class City Business License # Designer Name Address city Statelzip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarat 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 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 hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractorls) licensed pursuant to the Contractor's License Law). 0 1. 2. 3. 4. number I contractors license number): 5. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I 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 this reason: ON0 of work): PROPERTY OWNER SIGNATURE DATE E THIS SECTION FOR NOh"iES/l?ENTIAf 3UILD1NG PERMI Is the applicant or future building occupant required to submit a bu 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 &STRUGION LENDING AGENC 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 authorized by such permit is time after the work is itation and become null and void if the building or work k authorized by such permit is suspended or abandoned PPLICANT'S SIGNATURE DATE 3 *LO ?03 WHITE: File YELLOW: Applicant PINK: Finance 4 , Carlsbad 01-3779(PCR03054) March 31, 2003 - EsGil Corporation In Partnership witli Government for Building safety DATE: March 31,2003 JURI SDI CTI ON: Carlsbad PLAN CHECK NO.: 01-3779(PCR03054) SET: I PROJECT ADDRESS: 1911 Calle Barcelona PROJECT NAME: The Pavilion at La Costa (Building 4) IXI 0 0 0 w 0 0 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant’s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Mail Telephone Fax In Person By: Abe Doliente Esgil Corporation Enclosures : 0 GA 0 MB -0 EJ 0 PC 3/24/03 tmsm tl.dot Carlsbad 01-3779(PCR03054) March 31,2003 VALUATION AND PLAN CHECK FEE JURI SDICTION: Carlsbad 3779( PCR03054) PREPARED BY: Abe Doliente PLAN CHECK NO.: 01- DATE: March 31,2003 BUILDING ADDRESS: 1911 Calle Barcelona BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N Jurisdiction Code Icb By Ordinance I . .- ...~. .. __ Bldg. Permit Fee by .. . ~. ~.~.. -~. Plan Check Fee by Ordinance .. .~ ~ Type of Review: 0 Complete Review 0 Repetitive Fee 0 Structural Only a Other Hourly Hour* Esgil Plan Revfew Fee I $1 zo.ao( Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc c TJ Product Package For The Forum at Carlsbad - Building #4 Carlsbad, CA (Our Job # SC02E02064) March 19, 2003 (800) 827-8526 x 252 Pages 1 To 14 Ow engineering responsibility is limited to the desig of Trus Joist Products in accordance with the above referenced documents based on design loads specitied by the engineer of record. IMPORTANT (Please Read and Sign Below) Approve and return this package as soon as possible, trusses will not be fabricated and delivered until approval is received. All materials shall be furnished by others unless specifically noted by TJ herein. Truss bearings, bracing, bridging, pre-notched plate, etc., must be properly installed as erection proceeds. USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS, BRACING, ETC. 1 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 accuracybf loading information, consistency with 1 also agree that erection of the materials is the sole responsibility of the installer. Check One: (For Revise & Resubmit. note corrections and return without Signature) 0 Approved, no change Purchaser 0 Approved, as corrected BY I Trus Joist, a Weyerhaeuser Business 27042 Towe Centre Drive, Suite #200 Foothill Ranch, CA 926 IO *Ph: (949)-616-1600 Fax: (949)-616-16 16 i SC02E02064 The Forum at Carlsbad Job Address Job City. State Zip Engineering Office : Orange Sales Representative : Goldstein, Paul Job Coordinator : Bennett, Steve Designer : Bennett, Steve Draftsman Revision Kumber : 40 : 1935 BALLE BARCELLONA tu : Carlsbad, CA 92009 Printed By : Steve Bennett Server : TJM0052NT/Orange/TJM Version : 5.9a Release: R6 Plant Number : Status : Engineering Plant : Chino Description : The Forum at Carlsbad - Building #4 1 'TJI Products - Joists SAP X Qty Type Series Depth Cut Length Pr. Length Lineal Ft. Notes 13148 226 H TJI/L65 16" 27'"'' 27'-0" 6,102 0 13148 47 HI TJI/L65 16" 26'-6" 26'-6" 1,245 5 1 13148 4 H2 TJIiL65 16" 3 1'-6" 3 1'-6" 126 0 277 7,4735 13149 174 J I TJVL65 18" 26'-6" 26'-6" 4,611 0 13149 7 JI I TJUL65 18" , 37'-6" 37'"'' 262 5 I I I I81 4,8735 I I TJI Products -Web Stiffeners SAP # Qty j Joist Depth 1 Joist Series Installation Notes 21616 I140 ' 16.00 1 TJI/L65 Field Installed 13131 760 1 18.00 1 TJI/L65 Field Installed ~ I Any Products - Hangers SAP# 1 Qty/ Hanger , 1 I I TOP i Face ~ Joist I Type ~ Notes I 19965 ' 8' HBI316-2 1 4-16d 4- 16d 4- 1 Od H2 19966 22 HBI318-2 4- 16d 4- 16d 4- 1 Od H4 20448 554 ITT316 4- 1 Od 2- 1 Od 2-N IO HI 20393 1 LBV316xL39 2- 16d 2-16d 1 2-Nl0 H8 20393 2 LBV316xL9 j 2-16d 2-16d 2-N 10 ' H6 ' 20395 8 LBV318xR45 18073 362 MIT318 20649 1 1 WI316xL50 20393 2' LBV3 16xL26 2-16d 2-16d 2-N IO H7 4-16d I 2-16d 2-N10 H5 I 2-N10 4- 16d 2-16d H3 2-16d j I 2-N 10 H9 1 SC02E02064 The Forum at Carlsbad 2:45:32PM 3/19/03 a 9 LJ 20649- I WI316xL65 2-1 6d 2-Nl0 HI0 /.I.J1 Products - Blocking Panets SAP# Qty Depth Series Length End Blocks Notes ~~ 18075 15 16.0000 TJIIL65 29.3750 Without End Blocks 18075 5 16.0000 TJIIL65 34.0000 Without End Blocks 13144 160 18.0000 TJIIL65 29.3750 Without End Blocks 13144 IO 18.0000 TJIIL65 34.0000 Without End Blocks 13144 30 18.0000 TJIiL65 50.0000 Without End Blocks 1 Miscellaneous Hardware SAP # QtY Description Notes 2 I097 49 Ibs. 10d (1 Odx3) Nail 21 100 56 Ibs. 16d (16dx3.5) Nail 2 1096 17 Ibs. NlO(lOdxl.5)Nail SC02E02064 The Forum at Carlsbad 2:45:32PM 3/19/03 3 - - -!- e-{- @-- II II - I - + - -i I I - 7- - I - - I - + i ii 000 JJb -i E I Type "H to H2" (Worst Case Loading Shown) Qrk7* .l\Kwhacm Bumos TJ-Beam(TM) 6 06 Serial Number 70021 12237 Page 1 Englne Version 1 6 44 User 4 3/19/2003 11 25 20 AM 16" TJl@/L65 @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 1 :a mi .!. 27' b All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member Primary Load Group - Roof (psf) 20 0 Live at 125 % duration, 15 0 Dead Vertical Loads: Type Class Live Dead Point(lbs) Roof(1.25) 0 178 SUPPORTS: 1 2 Glulam or solid sawn lumber beam Glulam or solid sawn lumber beam Location Application Comment 22' 1600# Mech. Unit Over 9 Joists Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length Live/Dead/UplifUTotaI Depth 3.50" Hanger 721 I573 IO I 1293 1 14.00" NIA Top Mount Hanger None 3.25" Hanger 71 9 / 686 I 0 I 1405 1 14.01" NIA Top Mount Hanger None -Web stiffeners are required at support(s): 1. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: SirnDson Stronq-Ti& Connectors support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species Top Mount Hanger LBV316XR45 ,375112 45 (Right) N/A No 0 Douglas Fir Top Mount Hanger ITT3 16 ,375112 0 NIA No 0 Douglas Fir -Nailing for Support 1: Face: 2-Nl0, Top4-Nl0, Member: 2-N10 -Nailing for Support 2: Face: 2-10d , Top 4-10d , Member: 2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -1 380 -1 380 2912 Passed (47%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1380 1380 2356 Passed (59%) Bearing 2 under Roof loading Moment (Ft-Lbs) 8582 8582 11 169 Passed (77%) MID Span 1 under Roof loading Live Load Defl (in) 0.684 1.323 Passed (L1464) MID Span 1 under Roof loading Total Load Defl (in) 1.268 1.763 Passed (L/250) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/240,TL:L1180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" olc unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by TKUS Joist, a Weyerhaeuser Business TJIa and TJ-BeamO are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro" are trademarks of TNS Joist. Simpson Strong-Tie" Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. G:\TJCADD\JOB\SCO2EO2064\Designs\Siziny\PavBldg~\T~eH LCl.sms -7 Type "H to H2" (Worst Case Loading Shown) +3$%&#tte A '.kirhacwr Bt!stnm TJ Eeam(TM) 6 06 Serial Number 7002112237 Page 2 Engine Version 1 6 44 User 4 3/19/2003 11 25 21 AM 16" TJ181L65 @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 112" PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJI@' and TJ-Beam@ are registered trademarks of Trus Joist. e-I Joist'",Pro" and TJ-Pro" are trademarks of Trus Joist. Simpson Strong-Tie@ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SC02E02064\Desi~ns\Si?ing\PavBld~4\~eH LCl.sms Type "H to H2" (Worst Case Loading Shown) +3.r&@!! AWvrhdiuxr Bum= TJ Seam(TM) 6 06 Serial Number 70021 12237 Page 1 Engine Version 1 6 44 User 4 311912003 11 29 19 AM 16" TJ18lL65, 2 plies @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,..,-I Member Slope: .375:12 Roof Slope,375;12 4 c 4 :m A 27' b All dimensions 3re horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 YO duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(1bs) Roof(1.25) 260 195 6' 6" Head-out for Roof Drain Point(1bs) Roof(1.25) 680 510 10' Head-out for Roof Drain Point(lbs) Roof(1.25) 0 178 22' 1600# Mech. Unit Over 9 Joists SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifUTotal Depth 1 14.01" NIA Top Mount Hanger None 1 14.01" N/A Top Mount Hanger None 1 Glulam or solid sawn lumber beam 3.50" Hanger 1350 / 1044 I 0 / 2394 2 Glulam or solid sawn lumber beam 3.25" Hanger 1030 I919 IO / 1949 -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. HANGERS: Simpson Stronq-Tie@ Connectors Support Model Slope Skew Reverse Flanges Top Mount Hanger H61316-2 ,375112 0 N/A 2 ' @ Top Mount Hanger HB1316-2 ,375112 0 N/A -Nailing for Support 1: Face: 4-16d , Top 4-16d1 Member: 4-10d -Nailing for Support 2: Face: 4-16d , Top 4-16d , Member: 4-10d DESIGN CONTROLS: Shear (Ibs) 2367 2367 5825 Passed (41%) Vertical Reaction (Ibs) 1924 1924 4712 Passed (41%) Moment (Ft-Lbs) 16988 16988 22337 Passed (76%) Live Load Defl (in) 0.648 1.323 Passed (U490) Total Load Defl (in) 1.169 1.763 Passed (L/271) Maximum Design Control Control -Deflection Criteria: MINIMUM(LL:L/240,TL:L/180). Top Flange Top Flange Support Wood Offset Slope Species No 0 Douglas Fir No 0 Douglas Fir Location Lt. end Span 1 under Roof loading Bearing 2 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 11" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad, CA SC02E02064 OPERATOR. IN FORMAT10 N : Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJI" and TJ-Beamm are registered trademarks of TKUS Joist. e-I Joist'",Pro" and TJ-Pro'" are trademarks of Trus Joist. Simpson strong-TieQ Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SCOZE02064\Designs\Sizing\PavBldg4\~eH LCZ.sms P, Type “H to H2” (Worst Case Loading Shown) Q+&p!hq A\W+acuscr Uuinw TJ-Beam(TM) 6 06 Serial Number 70021 12237 Page 2 Engine Version 1 6 44 User. 4 3/19/2003 11 29 20 AM 16” TJ18lL65, 2 plies @ 32” olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -Note: See TJ SPECIFIER’S I BUILDER‘S GUIDES for multiple ply connection. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 1/2” PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJID and TJ-Beamm are registered trademarks of Trus Joist. e-I Joist”,Pro” and TJ-Pro” are trademarks of Trus Joist. Simpson Strong-TieD Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SC02EO2O64\Designs\Sizing\Pa~Bldg4\~eH LC2.sms Type "J to J1" (Worst Case Loading Shown) +3+&p?q 4Wxerhncuser Uutrcs TJ-Beam(TM) 6 06 Serial Number 70021 12237 Page 1 Engine Version 1 6 44 User 4 3/19/2003 11 34 13 AM 18" TJWL65 @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /I Member Slope: .375;12 Roof Slope.37572 I I c 27' b All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof(1.25) 0 178 5' 1600# Mech. Unit Over 9 Joists Uniform(psf) Roof(1.25) 0.0 18.0 10' To 27' Adds To Tower Loading SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUpliftlTotal Depth 1 Glulam or solid sawn lumber beam 3.25" Hanger 719 I 940 / 0 / 1659 1 14.01" NIA Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.50" Hanger 721 / 1135 IO / 1856 1 14.00" NIA Top Mount Hanger None -Web stiffeners are required at support(s): 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements HANGERS: Simpson Strona-Tie@ Connectors sup ort Model Slope Skew Reverse Top Flange Top Flange Support Wood 2 43 Top Mount Hanger LBV318XR45 .375/12 45 (Right) N/A No -Nailing for Support 1: Face: 2-N10 , Top 4-N10 , Member: 2-N10 -Nailing for Support 2: Face: 2-1 Od , Top 4-10d , Member: 2-N10 DESIGN CONTROLS: Flanges Offset Slope Species Top Mount Hanger MIT318 .375/12 0 NIA No 0 Douglas Fir Douglas Fir 0 Maximum Design Control Control Location Shear (Ibs) -1815 -1815 3169 Passed (57%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 1634 1634 2356 Passed (69%) Bearing 1 under Roof loading Moment (Ft-Lbs) 11 647 11647 12294 Passed (95%) MID Span 1 under Roof loading Live Load Defl (in) 0.526 1.323 Passed (L/604) MID Span 1 under Roof loading Total Load Defl (in) 1.308 1.763 Passed (LI243) MID Span 1 under Roof loading -Deflection Criteria: MINIMUM(LL:L/240.TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad. CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch , CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by TruS Joist, a Weyerhaeuser Business TJI" and TJ-Beamm are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro' are trademarks of Trus Joist. Simpson Strong-Tie" Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJCADD\JOB\SC02E02064\Designs\Sizing\PavBldg4\TypeJ LCl.srns Type "J to J1" (Worst Case Loading Shown) @ 32" o/c TJ-Beam(TM) 6 06 Serial Number 70021 12237 User 4 3/19/2003 11 34 13 AM 18" TJl@/L65 Page 2 Engine Version 1 6 44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 9/16" PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com CGpyriyht 2003 by Trus Joist, a Weyerhaeuser Business TJIO and TJ-Beamm are reqisKered trademarks of Tfus Joist. e-I JGist",Pro" and TJ-Pro" are trademarks of Trus JoisK. Simpson Strong-Tiem Connectors is a registered trademark of Simpson StrGnq-Tie Company, Inc G:\TJ~D\JOB\SCO2EO2064\Desiqns\Siziny\~avBldg4\~eJ LCl.sms Type "J to J 1 " (Worst Case Loading Shown) +3&ii#gi* 3 Wyxhacuser Busma TJ aeam(TM) 6 06 Serial Number 7002112237 Page 1 Engine Version 1 6 44 User 4 3/19/2003 11 32 14 AM 18" TJIWL65, 2 plies @ 32" o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ,/I FAember Slope: .375;?2 Roof Slope.37512 h 27' b All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Roof( 1.25) 525 394 15' 3" Head-out for Roof Drain Point(lbs) Roof(1.25) 280 210 18'9" Head-out for Roof Drain Point(lbs) Roof(1.25) 0 178 5' 1600# Mech. Unit Over 9 Joists Point(lbs) Roof( 1.25) 439 330 19' 9" Head-out for Roof Hatch Point(lbs) Roof( 1.25) 68 51 23' 9" Head-out for Roof Hatch Point(plf) Roof(l.25) 72.0 96.0 18' 9" Mansard Roof Point(plf) Roof(1.25) 0.0 90.0 18' 9" Mansard Wall SUPPORTS: Input Bearing Vertical Reactions (Ibs) Ply Depth Nailing Detail Other Width Length LivelDeadlUplifVTotaI Depth 1 Glulam or solid sawn lumber beam 3.25" Hanger 1212 / 1162 IO I2374 1 14.01" N/A Top Mount Hanger None 1 14.01" N/A Top Mount Hanger None 2 Glulam or solid sawn lumber beam 3.50" Hanger 1732 / 1578 IO / 3309 -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 Top Mount Hanger HB1318-2 .375/12 0 N/A No 0 Douglas Fir 2 l4.9 Top Mount Hanger HB1318-2 .375/12 0 N/A No 0 Douglas Fir Flanges Offset Slope Species -Nailing for Support 1: Face: 4-16d , Top 4-16d , Member: 4-10d -Nailing for Support 2: Face: 4-16d , Top 4-16d , Member: 4-10d PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com Copyright 2003 by Trus Joist, a Weyerhaeuser Business TJIm and TJ-BeamO are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro'" are trademarks of Trus Joist. Simpson Strong-Tie0 Connectors is a registered trademark of Simpson Strong-Tie Company, Inc G:\TJC~D\JOB\SCOZEOZO64\oesisns\s~gns\Siz~ng\PavBldg4\~eJ LCz.sms Type "J to JI" (Worst Case Loading Shown) +3+&7* A\k~rhxuwr Uulncss TJ-Beam(TM) 6 06 Serial Number 70021 12237 Page 2 Engine Version 1 6 34 User 4 3/19/2003 11 32 14 AM 18" TJlBlL65, 2 plies @ 32" olc THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -3282 -3282 6338 Passed (52%) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 3282 3282 6338 Passed (52%) Bearing 2 under Roof loading Moment (Ft-Lbs) 22885 22885 24587 Passed (93%) MID Span 1 under Roof loading Live Load Defl (in) 0.631 1.323 Passed (L/503) MID Span 1 under Roof loading Total Load Defl (in) 1.215 1.763 Passed (L1261) MID Span 1 under Roof loading -Deflection Criteria: MIN IMUM(LL:L/240,TL:L/180). -Bracing(Lu): All compression edges (top and bottom) must be braced at 3' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis. The input loads and dimensions have been provided by others ( ) and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. -(Minimum cut length) = (Overall horizontal length) x 1.000 + 9/16" PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. PROJECT INFORMATION: The Forum at Carlsbad Building 4 Roof Carlsbad, CA SC02E02064 OPERATOR INFORMATION: Steve Bennett Trus Joist 27042 Towne Centre Drive Suite 200 Foothill Ranch, CA 92610 Phone : 949-455-8252 Fax : 949-616-1616 bennetsa@trusjoist.com copyright 2003 by Trus Joist, a Weyerhaeuser Business TJI" and TJ-Beamm are registered trademarks of Trus Joist. e-I Joist",Pro" and TJ-Pro" are trademarks of TruS Joist. Simpson Strong-Tiem Connectors 1s a registered trademark ot Simpson Strong-Tie Company, Inc G:\TJCRDD\JOB\SCO2EO2064\Des~gns\S~~~nq\PavBldg4\~eJ LC2.sms