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Home My WebLink About1911 CALLE BARCELONA; 157; CB033007; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Commercial/lndustriaI Permit Permit No: CB033007 Job Address: Permit Type: TI Sub Type: COMM Parcel No: Lot#: 0 Status: ISSUED Valuation: $68,760.00 Construction Type: NEW Applied: 10/31/2003 Occupancy Group: Reference #: Entered By: MDP Project Title: WHITE HOUSE / BLACK MARKET Plan Approved: 12/15/2003 2,292 SF IMPROVEMENT Issued: 12/15/2003 191 1 CALLE BARCELONA CBAD St: 157 Inspect Area: Plan Check#: Applicant: Owner: LEVY & ASSOCIATES STE 201 3501 EMBASSY PKWY AKRON 44333 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $427.21 $0.00 $277.69 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $14.44 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $90.00 $60.00 $37.00 $0.00 $0.00 $0.00 $0.00 $2,157.77 $1,251.43 Total Fees: $2,157.77 Total Payments To Date: $295.00 Balance Due: $1,862.77 0958 12/15/03 ~?002 Of. 02 CGP 1362 7? FINAL APPROVAL I , . -- .. PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1 35 Far day Ave., Carlsbad CA 92008 fa \r FOR OFFICE USE ONLY PLAN CHECKNO. 6 -3O-7 EST. VAL. Plan Ck. Deposit -F Validated By Date Assessor’s Parcel # Proposed Use Description of Work , # of Stones #of Bedrooms # of Bathrooms 1- - (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor’s License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 7031.5 by Name Address State License # \u I I &\\Mu Ai-/ ,&ZdP,- Designer Name State License # ob f‘ Address Workers’ Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 for which this permit is issued. & 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 Policy No.- bm 6 4 ?=&piration Date- * worker’s compensation i (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRE DOLLARS [SlOO] OR LESS) 0 CERTIFICATE OF EXEMPTION: I certlfy 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 and shall subject an employer to criminal penalties and cl ided for in Sedlon 3706 of the Labor Code, interest and attor 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 d the work and the structure IS not intended or offered for sale (Sec. 7044, Business and Professions Code The Contractor’s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however, the building or improvement is sold wthin 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 contracton to construct the project (Sec 7044, Business and Professions Code: The Contractor‘s License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor‘s License Law) 0 1. 2 3 I am exempt under Section I personally plan to provide the major labor and materials for construction of the proposed property improvement YES NO I (havelhave not) signed an application for a building permit for the proposed work I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: 4. 5. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone number I /ontractors license number): I wilt provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): PROPERTY OWNER SIGNATURE DATE WHITE: File YELLOW: Applicant PINK: Finance - I . PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration for or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 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 p 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. P No 0 YES NO I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code) LENDERS NAME LENDERS ADDRESS I certify that I have read the application and state that the above information is correct and that the information on the plans IS accurate I agree to comply wth all City ordinances and State laws relating to building construction. I hereby authonze representabves 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, JUDGEMENTS, 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 EXPIRATION: Every permit issued by by such permit is not commenced mthi the work is commenced for a penod of e shall expire by limitation and become null and void rf the building or work authonzed ilding or work authonzed by such permit is suspended or abandoned at any time after APPLICANTS SIGNATURE WHITE File YELLOW: Applicant PINK. Finance ~~ -- __ CHY @f C8rlSb8d Final Building lnsiection Dept: Building Engineering Planning CMWD Plan Check #: Permit #: CB033007 Project Name: WHITE HOUSE I BLACK MARKET 2,292 SF IMPROVEMENT 191 1 CALLE BARCELONA #157 Address: Contact Person: LARRY Phone: 71 9671 7042 Sewer Dist: Water Dist: St Lites Date: Permit Type: Sub Type: Lot: 0 01 I2012004 TI COMM .......................................................................................................................................................... Date Inspected: 'h? Approved: - Disapproved: Inspected By: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ........................................................................................................................................................... City of Carlsbad Bldg Inspection Request For: 0 1 /2 1 /2004 Permit# CB033007 Title: WHITE HOUSE / BLACK MARKET Description: 2,292 SF IMPROVEMENT Type: TI Sub Type: COMM Job Address: 191 1 CALLE BARCELONA Suite: 157 Lot 0 Location: APPLICANT LEVY & ASSOCIATES Owner: Remarks: Inspector Assignment: PS Phone: 71 9671 7042 Inspector: 7”s Total Time: Requested By: LARRY CD Description Entered By: CHRISTINE 14 FrarnelSteeVBoltingNVelding 19 Final Structural 29 Final Plumbing 39 Final Electrical /- 49 Final Mechanical I-- Associated PCRs/CVs Date 01/09/2004 01/09/2004 01/08/2004 01 /08/2004 01 /02/2004 12/30/2003 12/29/2003 12/29/2003 12/29/2003 12/29/2003 12/26/2003 12/26/2003 12/24/2003 12/24/2003 Inspection History Description 23 GaflestIRepairs a4 Roughcombo 14 FramelSteellBoltingNVelding 23 GasTTestIRepairs 23 GasTTesVRepairs 22 SewerMlater Service 11 FtgFoundationIPiers 17 Interior Lath/Drywall 24 RoughITopout 39 Final Electrical 21 UndergroundlUnder Floor 24 RougNTopout 14 FramelSteellBoltingNVelding 24 Rougtvlopout Act lnsp Comments AP PS AP PS T-BAR co PS co PS NR TP GASLNTESTNR AP PS AP PS AP PS AP PS AP PS AP PY AP PY PA PS CEILING NR PS City of Carlsbad Bldg Inspection Request For: 12/23/2003 Permit# CB033007 Title: WHITE HOUSE / BLACK MARKET Description: 2,292 SF IMPROVEMENT Type: TI Sub Type: COMM Job Address: 191 1 CALLE BARCELONA Suite: 157 Lot 0 Location: APPLICANT LEVY 81 ASSOCIATES Owner: Remarks: Total Time: Inspector Assignment: PS Phone: 7196717042 Inspector: Requested By: LARRY Entered By: ROBIN bfl P &s @e yk e CD Description 14 Frame/SteeVBolting/Welding 17 Interior Lath/Drvwall 4a 21 UndergroundNnder Floor &! I 24 Rough/Topout 31 Underground/Conduit-Wiring 34 Rough Electric Associated PCRs/CVs Date 12/19/2003 12/18/2003 la1 812003 12/18/2003 12/17/2003 12/1 712003 181 712003 12/1 a2003 Inspection History Description 44 Rough/Ducts/Darnpers 16 Insulation 17 Interior LatWDrywall 34 Rough Electric 16 Insulation 17 Interior LatWDrywall 34 Rough Electric 14 Frame/Steel/Bolting/Welding Act lnsp Comments AP PS PA PS PA PS PA PS co PS co PS co PS co PS BUILDING DEPARTMENT OTICE (760) 602-2700 1635 FARADAY AVENUE FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES INFORMATION, CONTACT kW PHONE - @ EUILDIGG INSPECTOR CODE ENFORCEMENT OFFICER , City of Carlsbad Bldg Inspection Request For: 12/19/2003 Permit# CB033007 Inspector Assignment: PS Title: WHITE HOUSE / BLACK MARKET Description: 2,292 SF IMPROVEMENT Type: TI Sub Type: COMM Job Address: 191 1 CALLE BARCELONA Suite: 157 Lot 0 Location: APPLICANT LEVY & ASSOCIATES Owner: Remarks: DUCT INSPECTION OK TO INSULATE Phone: 7196717042 Inspector: 72 Total Time: Requested By: LARRY CD Description Entered By: CHRISTINE 44 Rough/Ducts/Dampers Associated PCRs/CVs Inspection Histow Date Description Act lnsp Comments 12/17/2003 16 Insulation co PS 12/17/2003 17 Interior Lath/Drywall co PS 12/17/2003 34 Rough Electric co PS la1 6/2003 14 Frame/Steel/Bolting/Welding CO PS INVOICE KUMBER: 10165452 IN~WICE i)xrE: 1011 5/03 CUSTOMER P.O. NUMBER: RORCA C US TO iM I? R AC C 'T : 0 5 2 775 7 BILL TO SPEEDSHELF SYSTEMS /O t 21341 HILLTOP RD SOU'rIIFIELiD, MI 48034-40614 DUNS * 00-1 17-3525 FEDERAL ID' : 06-0732334 SHIP TO: SPEEDSHELF SYSTEMS /Oi- 21341 HILLTOP RD SOUTHFIELD, MI 48034-4063 ATTN: AI' CONTACT (8 10)3S6-6300 HILT1 SALES KEP: HARTLEY, R ALAN 509306 1 PAYMENT TERMS: NET 30 1 INVOlCE DUE DATE 11/14/03 ORDER NUMBER. 18502639 SHIPMENT NUMBER(S): 9972799 kv I io12 5 i m I 4 T z I '4 KBH 4NCHOK STUD 3/8 x 3 3'4 LONG THREAD KBll 1 BOX of 100 EA = 100 EA 4 BOX of 1110 EA = 400 EA Tam Cliaigcd (If npplicablc) City Tn.; SOUTHFIEI D 00. $ 0 00 Counly Tax OAKLAND 0s.- $ 000 Slatelax 3 6'0 __- * B - Non-Taxable __ . __- I'nrduct Sales- 800-870-8000 Ililti Credit Dept. 800-Y50-6196 Mail all wnllell inquines to Ililti flilti Tax Dept8U(l-879-6000 Fax ccrlificatc lo llle 7.81 I)cpl i): ~ PO Box 21 148 .ruisa. OK 74121 -1 148 llilli Tax Fax: J$-950-6605 iiiail willi pa!mto llic reinit ti) id<!i:-k , __- Website. \~~ww.us.li~lli.coiii Hilli Credit FAX: 918-2S2-3810 [~IIL. .rC): SI'EEDSII ELF SYSTEMS /0+ SOUTEIFIELD, kl148034-4064 21341 m,x,'rop RD SHIP TO: SPEEDSHELF SYSTEMS /O+ SOUTHFIELD, MI 48034-4064 (8 10)356-6300 21341 ~~II,I,TOP RD ATTN: ,4P CONTACT HILTI, INC P 0 BOX 382002 PITTSBURGH, PA 15250-8002 48034 0527757 30Lb5452 101503 00000159b0 EsGil Corporation In Partnership with @vemment for Quitding Safety DATE: 12/9/03 P APPLICANT 0 JURIS. 0 PLAN REVIEWER 0 FILE 3 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3007 SET: I11 PROJECT ADDRESS: 1911 Calle Barcelona Suite 157 PROJECT NAME: White House / Black Market -TI w 0 0 0 0 w 0 w The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant‘s copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted : Telephone #: Date contacted: (by: 1 Fax #: REMARKS: Applicant to hand carry the plans directly to the city of Carlsbad this does not assure a permit will be issued the city may have other corrections. Mail Telephone Fax In Person By: Doug Moody Enclosures: Esgil Corporation GA 0 MB 0 EJ PC LOG trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 4 Fax (858) 560-1576 EsGil Corporation In Partnership with S;ovcmment for BuiGfing Safety DATE: 11/17/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3007 ANT a PLAN REVIEWER Ll FILE SET: I PROJECT ADDRESS: 1911 Calle Barcelona Suite 157 PROJECT NAME: White House / Black Market -TI 0 The plans transmitted herewith have been corrected where necessary and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction’s building codes with the jurisdiction’s building codes. when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list w The check list transmitted herewith is for your information. The plans are being held at Esgil The applicant‘s copy of the check list is enclosed for the jurisdiction to forward to the applicant and should be corrected and resubmitted for a complete recheck. Corporation until corrected plans are submitted for recheck. contact person. The applicant’s copy of the check list has been sent to: D. A. Levy & Associates / Rita Amonett 3501 Embassy Parkway Suite 201, Akron, OH 44333 0 Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Rita Amo Date contacted: ,,/,7/03 (by: L ) Telephone #: 330-666-6767 Fax #: 330-666-8334 Mail alephone rl Faxlln Person REMARKS: By: Doug Moody Enclosures: Esgil Corporation GA 0 MB EJ PC 1 1/4/03 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 I. City of Carlsbad 03-3007 11/17/03 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 03-3007 OCCUPANCY: M TYPE OF CONSTRUCTION: VN ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 10/31/03 DATE INITIAL PLAN REVIEW COMPLETED: 11/17/03 JURISDICTION: City of Carlsbad USE: Retail ACTUAL AREA: 2292sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 56 DATE PLANS RECEIVED BY ESGIL CORPORATION: 11/4/03 PLAN REVIEWER: Doug Moody 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 process, please note on this list (or a copv) where each correction item has been addressed. i.e.. plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. TENANT IMPROVEMENTS WITHOUT SPECIFIC ENERGY DATA OR POLICY SUPPLEMENTS (1997UBC) tifonwdot City of Carlsbad 03-3007 11/17/03 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciallindustrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculationsheports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculationsheports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. 1. 2. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 for door #2. a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 3. Please clarify the section view of all new interior partitions. Show: a) b) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate “to be IC60 approved“. Method of attaching top and bottom plates to structure. (NOTE: Top of partition must be secured to roof or floor framing, unless suspended ceiling has been designed for partition lateral load). Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. c) 4. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 1250# rooftop air handler unit or copies of the original building design to show the roof structure adequate. Include all calculations and finding on the plans. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. 5. Please note on the plans “AC Cable is not allowed in A, B, E, H, and I occupancies. NM cable is restricted (without City approval) to one and two family dwellings. Note on plans that an equipment ground conductor is to be installed in all flexible conduits”. City of Carlsbad 03-3007 11/17/03 6. Provide complete plumbing plans, including: a) Provide gas line plans and calculations, showing pipe lengths and gas demands. UPC Section 121 7.0 7. Please revise the notes on sheet M-1 referring to the gas line to be consistent with the Carlsbad roof mounted policies and procedures. 8. Show that accessible lavatories comply with the following, per Sections 1 I 158.2.1.2: a) Please revise the plans to show the door to the accessible dressing room not to encroach into the required turning area. 11 10B.1.7. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18” to the center line of the fixture to the wall. 9. 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: Yes 0 No 0 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 921 23; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 03-3007 11/17/03 MALUATION AND PLAN CHECK FEE Air Conditioning Fire Sprinklers TOTAL VALUE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3007 68,760 PREPARED BY: Doug Moody DATE: 11/17/03 BUILDING ADDRESS: 191 1 Calle Barcelona Suite 157 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VN Jurisdiction Code Icb By Ordinance 1994 UBC Building Permit Fee I V 1994 UBC Plan Check Fee v Type of Review: Repetitive Fee 3 Repeats El Complete Review Structural Only I7 Other 0 Hourly -1 Hour * Esgll Plan Revlew Fee I $418.211 1 $271.841 Comments: Sheet I of 1 macvalue.doc PLANNINC/ENCINEERINC APPROVALS PERMIT NUMBER CBR3 3097- DATE //-y*3 RESIDENTIAL +-7 TENANT IMPROVEMENT RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL ( < $1 0,000.00) CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER DATE DATE //-Y-a3 November 3,2003 CB 03-3007 WHITE HOUSEBLACK MARKET 19 1 1 CALLE BARCELONA REQUIRES NADEL ARCHITECTS’ APPROVAL STAMP FOR STORE FRONTS. F LINE OF NElu FIE F!E8leTANT, uL4lER REPELLENT, WIfE FABRIC AUINING / Eo BX A7 .Carlsbad Fire Department 033007 1635 Faraday Ave. ’ Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 11/05/2003 Reviewed by: Name: D.A. Levy ~ ~~ Address: 3501 Embassy Pkwy. City, State: Akron OH 44333 Job #: 033007 Plan Checker: Job Name: White House Blda #: CB033007 Job Address: 191 1 Calle Barcelona Ste. or Bldg. No. 157 0 Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 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 2 nd 3 rd Other Agency ID . FD Job # 033007 FD File # Requirements Category: Building Plan b Requirement: Pending 05.16 NS Design f 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. .I __4 -_ __________-..^.I--..__- ----__ -____ .---- SPRINKLER SYSTEM IMPROVEMENTSlALTERATlONS FIRE DISAPPROVES OF THE PROPOSED FIRE SPRINKLER PLAN . INCLUDED IN THE REFLECTED CEILING PLAN. 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BRISTOL STREET, SUITE 206 NEWPORT BEACH, CA 92660 Tel: (949) 975-1328 - __ Fax: (949) 975-0379 ... ........ :. ..::: ... ... .... ... .. .. ... .. .. .. .. - ." .. ........ ........... ........................ ....... ...... ........ ......... .................................................. ... ..... ............... ......... ..-. ._ ____r.__.___ ~ : f...... ~. .. .. " .. .. .. /;::. .. :.. ::!; :i:: :.:: .. ... i &w&; j .: .. .......... a . I. ....................... .e.. ............ ._ ....... 8.. .. ............ .......... ~ ............................ .::ii;i) ... ... .. .. .. .. .... .. .. .- .. 3_i; j ~ ... ._. _.." -... i . .,. ......... r.. ....... i.& ..... i ........... i .......... L ....................... ..X. .- ... .: ........ ........................... .......................... j : : +'Zr/: .. _._ i i 4 3-. &3..! j... ..Lo .le&... : ."... T'... .: + /.: .. .., .. iLi .. i: ... ......... ............. .... .... ...... ... ....................... ......... . .... .. ............................................................ .i .. I ... ..... .... ...... ............................................................... .................... .. .. . ............................................... ................................................ *... ... .. I P, 4 .&pJ r. .:.& t .I &4 .f,... .k #/ L .......... L .- -...:..A+ !.z ....... / .s. x: . .5.+/* . ...: . i.. .4l? 5. ...................... ................................. .:_ ............. _. ......... .. I .............................. .. _" x ............................................................. ." . .......................................... ............................ ... .. -...... ............................................. ........ 1 ...... " .. --p 5.. .... 48.5 c .. "a) .?. i: 2, .1.." ........ 1 ; 6) ......... 1". ............... .......... .. - ....................... . ........ .." ..... .. .... .- - ................. ... .. ........... ....... ..... .......... ....................... .. ...... ..................... ... .. .... .. - - " .. ............................. .............. ............................................ I._ ...... ...._...... ....... .......................................................... .... * .... ....................................................... ................................................................................................. ............. .. ................................... .. " .- ...... .. ....................................................... ~ - ._ " " " .................................. ......... ............. ................................................ . ...................... " ............- - ^ ..... ... ............................... ...... ... ............................................... . ._ ..................................................... "" .- ..^ .... ........ .... ..................................................................... - ............-...... I... -..- -- -.- - .- " . ..................................................... ................ d \ec\chico-carlsbad ecw Calculations General Timber Beam Rw 510300 Us8r KW~0601340. Ver 5 1 3, 22 Jun.1999, Win32 (e) 1963.99 ENERCALC Description EX. GLB [General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 8.75x31.5 Center Span 42.00R . . . . .Lu 0.00 a Beam Wtdth 6.750 in Left cantilever R ..... Lu 0.00 R Beam Depth 31.500 in Right Cantilever 8.00R ..... Lu 0.00 R Member Type GluLam FbBaseAllow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 165.0 psi Beam End Faity Pin-Pin Fc Allow 625.0 psi E 1,800.0 ksi Center DL 405.00 #nt LL 324.00 #m Left Cantilever DL #m LL #m Right Cantilever DL 405.00 #m U 324.00 #m I Point Loads $- ma ~oaa 1.017.0 IDS 6,885.0 IbS IDS IDS IDS IDS IDS Live Load IbS 5,508.0 IbS IbS IbS IbS IbS IbS ... distance 36.000 R 50.Oo0 R 0.m R o.Oo0 R 0.m ft 0.000 R 0.oOOft Beam Design OK Span= 42.009t. Right Cant= 8.Oofl. Beam width = 6.750in x Depth = 31 Sin, Ends are Pin-Pin Maximum Moment 131.3 k-ft Maximum Shear 1.5 28.6 k Allowable 230.0 k-R Allowable 43.9 k Max Stress Ratio 0.653 : 1 13.83 k 19.10 k Max. Mie Moment 131.27 k-ft at 19.000R Shear: @Left Max. Negative Momant -68.04 k-R at 42.000 R Q Right Max @ Left Support 0.00 k-ft Camber @Left o.Oo0 in Max @r Right Support -122.47 k-ft Max. M allow 230.00 Reactions ... 0 center 0.791 in Q Right 0.123 in fb 1,411.12 psi fv 134.72 psi Left DL 7.03 k Max 13.83 k 2,472.55 psi Fv 206.25psi Right DL 21.12 k Max 37.32 k I I Deflections Deflection -0.528 in -1.241 in O.Oo0 in O.OO0 in ... Location 19.200 R 20.200 R ...Lengthmen 0.0 0.0 . . . Length/DeR 955.2 406.00 RlgM Cantll ewer... Deflection 0.082 in 0.507 in ...Length(Deff 2,337.8 378.7 Bending Analysis Ck 19.865 Le 0.000 ft Sxx 1,116.281 in3 Area 212.625 in2 cv 0.824 Rb O.OO0 CI 0.000 Q Ce" Q Left support @ Right Support ShearAnalysks Design Shear Area Required Fv: Allawable Bearing @ Sum Max. Left Reaction Max. Right Reaction Max Moment 131.27 k-R 0.00 k-ft 122.47 k-ft 20.75 k 100.613 in2 208.25 psi Q Left support Sxx Req'd Allowable fb 637.08 in3 2,472.55 psi 0.00 in3 2,472.55 psi 594.39 in3 2.472.55 psi Q Right Support 28.65 k 138.885 in2 206.25 psi 13.83 k 37.32 k Bearing Length Req'd 3.279 in Bearing Length Req'd 8.847 in m: Dsgnr: Mption : Job# Date: scope: Y. V, 8 D 0 Specified Locations Moment Shear Deflection -0.7932 in Q Center Span Location = 12.50 R 99.43 k-R 3.50 k O.oo00 in Q Left Cant. Location = -8.00 R 0.00 k-R 0.00 k -0.4520 in Q RgM Cant Location = 33.00 R 16.82 k-ft -1 1.52 k 1 Sketch 8 Diagram L t I I 1 I ml Max - 131.3k-fi Dmar - .1.2411n Rmax - 13.8k Vmax 0 la - 13 8k Mmax 0 right - .122.5k.fl Rmax - 37.3k Vmax 0 rt - 19.lk W 0 riot end - .0.507m 1808 500 1000 1500 2000 2500 3000 35 W ~OO#~~~I~~#,$W 5000 082 Local Y Weetion (In) Location img Member (fi) .w L __ _- .REZAEI CONSULTING ENGINEERS x)BK): CMLSlRUClURAL ENGINEERING-AUTOGAD-7lTLE 24 2082 S.E. 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I- - .................... ........... * .................. 9( ......................... *. ..................... c,p. \..97 ..... < ........ 31 .... 2 <. .\..qa ...... > ........ b.b .... ..& ......... ...... q7 .r Z.+.S.. ... b.* ..... 21..2 ................................... 0 .,... b.. .).... ......................... -_.___ .- . _. ........ _. ............... ... .................................. ............. .. -... . ........-.. ....tf. ............. -- .. ,-: ............................. ......................... ' ';tQ..' I_--.- - ..-..--. _" -- ^ .. . ._ .. - -.-.- .................................... .. -.-- .......................................... ............................. .. .................. -. L --I.-. -.-- ..... .- .................................... " _.. .- . ............. ...... ............ ...... ......................... .................................... ............... .... .... t ...... .......... ............ Bk -rr ....................... _. ..- - "I--- ". _ ..- .... .............. .. .. ...................................... .- ....................................... --- - ..._.._._. .. ...,_..__.LI._.____._. ......................................... ...... I e-3 n @- n I I t-- 9 1j2 11 7/8 14 I 16 USAGE AND GENERAL NOTES FOR SSI JOIST LOAD TABLES 0 Straight line interpolabons may be made between depths and spans. TL values within this table are based upon a typical SSI JOIST profile with parallel top and bottom, flanges. Values shown are maximum allowable load capacities of the loist in pound per line21 foot (PLF) based on: Single taDered profiles are available. Consclt the Design Assistance Department at toll-free 1-877-980-SPEC for further informabon. All TL values ,within this taole that are siaded may he increased for repeubve member usage If :he cnteria thereii are met. Self weight of member is assumed to be included in the allowable uniform load. Span Taoles are Sased on a minimum of 2-112" of end bearing and the use of web stiffeners at all bearing points. - Simple span, uniformly loadtzd conditions, and assume roof applications have provisions for positive drainage (1i.t'' per foot minimum). e - To size floor joist Chedc both live !oad (100%) and total load (lOO%TL). When live load is not shown, total load will control. Total load values limit deflecbon to U240. Live load values are based on a floor deflemon limit of L600 using solely the E1 of the joist. Fcr live load deflections of U360, 4480 mulbply 100°/o U value by 1.33 or 1.25 respectively. Where both the 100% TL aid 3e 100% U values are not shown it is the position of Standard Structures, Inc that dynamic char3be~st1~~ of the floor will control the design. Based on more than a half century of providing engineered wood products we feel that SpeCIfying floor joist members with a deptr to span ratio beyond those noted may result in a floor with an unacceptable feel. Call the Design Assistance Department at :oll free 1-877-980-SPEC for a subjective evaluation of floor ctynarnic charactenstics prior to speofying floor joi5ts beyond those depth to span ratios lijted. To size roof joist - Consult local codes to verify deflection limits required for specific applications. Check the appropnate snow load area I 115%) or non-snow load area (125V0) vaiue to determine the maximum allowable total load. Total load (11Soh TL and 125% TL) values limit ;oist deflection to 4180. 01.03 I r GLU-LAM BEAM/B EAM SCHEDULE MARK SIZE GRADE CAMBER WARKS GLBl GL02 GL03 GL04 GL05 6LE6 6LB7 GLB6 GLB4 GL0lO CLBl I 6LBl2 GLB13 GW4 8-1 0-2 0-3 8-4 6 3/4 x 30 6 3/4 x 16 1/2 6 3/4 x 31 1/2 6 3/4 x 31 1/2 6 314 x 27 5 1/8 x 16 I/Z - 24F-V4 I" 1/2" - 24F-V4 24F-V8 0" - 24F-V8 0" - 24F-V4 3/4" - 24F-V4 3/4" - 5 i/eJ x 10 5 1/8 x 21 5 1/0 x 22 1/2 5 I18 x 15 5 1/0 x I2 5 I/& x 13 l/2 6x12 6x10 6x6 6x0 24F-V4 0' HSc; 32F 3/0" H% 32F 5/0" 24FV4 5/8" 24FV4 1/4" 24P -V4 0" ROOF NOTES FOR lYPlCAL NOTES AND DETAILS 5EE PA6ES 51 Ttrw 54. FOR %EAR PANEL 5GffEDUl.E CiE€ PAGE 53. % -+- LJ v -) +t L I N 1 n