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Home My WebLink About1923 CALLE BARCELONA; 140; CB033367; Permit02-02-2004 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Building Inspection Request Line (760) 602-2725 Commercial/lndustriaI Permit Permit No: CB033367 PERMIT RESOURCES P.0.BOX 3749 92690 949 582-3735 IW 1923 CALLE BARCELONA CBAD St: l.4 TI Sub Type: COMM Lot #: 0 Status: ISSUED $167,910.00 Construction Type: VN Applied: 12/04/2003 ANN TAYLOR LOFT Plan Approved: 02/02/2004 5597 SQ FT IMPROVMENT Issued: 02/02/2004 Reference #: Entered By: MEL Inspect Area: Plan Check#: Owner: 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 $756.00 $0.00 $491.40 $0 .oo $0.00 $35.26 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $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 $3,055.96 $0.00 $0.00 $0.00 $0.00 $0.00 $97.00 $1 10.00 $37.00 $0.00 $0.00 $0.00 $0.00 $4,582.62 Total Fees: $4,582.62 Total Payments To Date: $491.40 Balance Due: $4,091.22 1 b PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. ce33367 EST. VAL. 4i qrn Plan Ck. Deposit Date b of Bathrooms Assessor's Parcel # Existing Use - Description of Work SQ. FT. #of Stories - mL ?$-of Bedrooms ' (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 of Division 3 of the Business and Professions Code1 by any applican: for a permit subjects the applicant to a 27 eo ,W Statelzip Telephohe # City Business License # Statelzip Telephone Address State License # License Class Designer Name Address City State License # DkERs Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: o the work for which this permit is issued. is ued. My worker's compensation insurance carrier and policy number are: Insurance Company WITf F- H (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS 1$1001 OR LESS) 0 to become subject to the Workers' Compensation Laws of California. WARNING: Failure to sacure workers' compensation 4 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is Policy No. 2 2 9 002 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as an employer to criminal penalties and civil fines up to one hundred in Section 3706 of the Labor code, interest and attorney's fees. thousand dollars ($fiO,OOO), in addition to the cost of 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 pursuant to the Contractor's License Law). 0 I am exempt under Section ide 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 ill 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 number I c ractors license number): ork): PROPERTY OWNER SIGNATURE DATE c Is or future bu program under Sections 25505, 25533 or 25534 of 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 YESS 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 a NO NSTRUCfPON CENDINO AGEM affirm that there is a construct LENDERS NAME LENDERS ADDRESS ANT I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN 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 building or work authorized by such permit is suspended or abandoned at any time after the work is commenced f ion 106.4.4 Uniform Building Code) APPLICANT'S SIGNATURE ~ - DATE /X*Q+- 0 3 YELLOW: Applicant PINK: Finance Clty of Carlsbal Final Bulldlng Inspection Dept: Building Engineering Planning Plan Check #: Permit t: CB033367 Project Name: ANN TAYLOR LOFT Address: 1923 CALLE BARCELONA #140 5597 SQ FT IMPROVMENT CMWD St Lite Date: Permit Type: Sub Type: Lot: 0 04/21/2004 TI COMM Contact Person: NA Sewer Dist: Phone: 0000000000 Water Dist: .......................................................................................................................................................... J y/.<A,f Approved: Disapproved: Date Inspected: Inspected Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: Disapproved: ........................................................................................................................................................... City of Carlsbad Bldg Inspection Request For: 04/23/2004 Permit# CB033367 Title: ANN TAYLOR LOFT Description: 5597 SQ FT IMPROVMENT Type: TI Sub Type: COMM Job Address: 1923 CALLE BARCELONA Suite: 140 Lot 0 Location: APPLICANT PERMIT RESOURCES Owner: Remarks: Inspector Assignment: PS Phone: 4356406926 Inspector: (3s Total Time: Requested By: BILL CD Description 19 Final Structural 29 Final Plumbing Entered By: ROBIN n t 39 Final Electrical I 49 Final Mechanical I I Associated PCRsICVs PCR04041 ISSUED ANN TAYLOR LOFT- INSTALL; SHELVING SYSTEM Date 04/21/2004 0411 512004 03/31 12004 03/25/2004 03/24/2004 03/22/2004 03/22/2004 OW1 912004 OW1 612004 03/08/2004 03/08/2004 03/04/2004 03/04/2004 03/04/2004 03/02/2004 03/02/2004 InsDection History Description 89 Final Combo 89 Final Combo 29 Final Plumbing 84 Rough Combo 84 Rough Combo 14 Frame/Steel/Bolting/Welding 39 Final Electrical 39 Final Electrical 34 Rough Electric 14 FramelSteeVBoltingNVelding 17 Interior LatWDrywall 14 Frame/Steel/BoltingWelding 17 Interior LatNDrywall 34 Rough Electric 14 FramelSteellBoltingWelding 17 Interior LatNDrywall Act lnsp Comments co PS CA PS BYJlM NR PY AP PY T-BAR CA PY PA PY T-BAR @ MAIN ROOM NR PY NS PD CA PS AP PS NOTEDONCARD AP PS PA PS FURRED WALLS IN STORAGE AREA PA PS DRESSINGROOM PA PS FURRED WALLS IN STORAGE AREA CO PS MECHROOFFRMG PA PS NOTEDONCARD 1 I City of Carlsbad Bldg Inspection Request For: 04/2 1 /2004 Permit# CB033367 Title: ANN TAYLOR LOFT Description: 5597 SQ FT IMPROVMENT Type: TI Sub Type: COMM Job Address: 1923 CALLE BARCELONA Suite: 140 Lot 0 Location: APPLICANT PERMIT RESOURCES Owner: Remarks: Inspector Assignment: PS Phone: 0000000000 Inspector: Total Time: Requested By: NA CD Description Entered By: CHRISTINE 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical I Associated PCRs/CVs PCR03242 ISSUED BOMBAY; REVISIONS TRACK A'ITACHMENT PCR03256 ISSUED BOMBAY REV SINGLE TO DOUBLE; DOOR SHEET A02.1 PCR04041 ISSUED ANN TAYLOR LOm- INSTALL; SHELVING SYSTEM Inspection History Date Description Act lnsp Comments 0411 512004 a9 03/25/z004 a4 ~w24/2004 a4 03/31/2004 29 03/22/2004 14 03/22/2004 39 0311 912004 39 03/16/2004 34 03/08/2004 14 03/08/2004 17 03/04/2004 14 03/04/2004 17 03/04/2004 34 03/02/2004 14 Final Combo Final Plumbing Rough Combo Rough Combo FramelSteeWBoltingMlelding Final Electrical Final Electrical Rough Electric Frarne/SteellBoltingNVelding Interior Lath/Drywall FramelSteellBoltingelding Interior LatWDrywall Rough Electric Frame/Steel/Bolting/Welding CA PS NR PY AP PY CA PY PA PY NR PY NS PD CA PS AP PS AP PS PA PS PA PS PA PS co PS BY JIM T-BAR T-BAR 0 MAIN ROOM NOTED ON CARD FURRED WALLS IN STORAGE AREA DRESSING ROOM FURRED WALLS IN STORAGE AREA MECH ROOF FRMG CITY OF CARLSBAD NOTICE 17601 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE FOR INSPECTI0NJ;ALL (760) 602-2725. RE-INSPECTION FEE DUE? u YES PHONE CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request For: 02/27/2004 Permit# CEO33367 Title: ANN TAYLOR LOFT Description: 5597 SQ FT IMPROVMENT Type: TI Sub Type: COMM Job Address: 1923 CALLE BARCELONA Suite: 1 42 Lot 0 Location: APPLICANT PERMIT RESOURCES Owner: Remarks: Total Time: Inspector Assignment: PS Phone: 7608553646 Inspector: T.S Requested By: TIM Entered By: CHRISTINE CD Description Act Comment 14 FrarnelSteeUBoltingMIelding Fk Associated PCRs/CVs Date 02/26/2004 02/25/2004 02/25/2004 02/23/2004 02/19/2004 02/19/2004 02/10/2004 Inspection History Description 84 Rough Combo 14 Frarne/Steel/Bolting/Welding 34 Rough Electric 21 UndergroundRInder Floor 21 Underground/Under Floor 24 RougWopout 34 Rough Electric Act lnsp Comments CA PS DONEONWEDNES CO PS OK TO D.W. DEMISING WALLS SALES AREA co PS AP PS CO PS NOT READY NOT PER PLAN wc PS NR PS CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE TIME FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? YES t PHONE @ CODE ENFORCEMENT OFFICER Untitled Mr Smith: I was told that I need to ask your permission to use temp power. I have the Ann Taylor project at 1923 calle barcelona cbad: st: 142 ~€3033367 Thank You for your consideration Jim Pace E&H Construction Ph 949-248-5444 My cell 760-855-3646 Jim Pace Supervisor A Page 1 EsGil Corporation In Partnership with Government for BuiCding sufety DATE: 1/23/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3367 SET: 11 PROJECT ADDRESS: 1923 Calle Barcelona Suite 142 PROJECT NAME: Ann Taylor Loft - TI 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person [7 REMARKS: By: Doug Moody Enclosures: E sg il Corporation GA 0 MB 0 EJ 0 PC I /I 5/04 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation . In Partnership witti Government for QuiMing Safety DATE: 12/ 18/03 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3367 SET: I PROJECT ADDRESS: 1923 Calle Barcelona Suite 142 PROJECT NAME: Ann Taylor Loft- TI u The plans transmitted herewith have been corrected where necess with the jurisdiction's building codes. R AWLICANT 0 PLANREVIEWER 0 FILE ry and substantially comply 0 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Permit Resources P.O. Box 3749, Mission Viejo, CA 92640 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: Permit Resources [d. M) Telephone #: 949-582-3735 Date contacted: 12 I /d1o3(by: (L ) MaildTelephone 1' Fax/ In Person 0 REMARKS: By: Doug Moody Esgil Corporation 0 GA 0 MB 0 EJ 0 PC Enclosures: 12/8/03 Fax #: 949-348-3924 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 * (858) 560-1468 Fax (858) 560-1576 , City of Carlsbad 03-3367 12/ 18/03 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 03-3367 OCCUPANCY: M USE: Retail TYPE OF CONSTRUCTION: VN - ACTUAL AREA: 5597sf ALLOWABLE FLOOR AREA: STORIES: 1 JURISDICTION: City of Carlsbad HE1 GHT: SPRINKLERS?: YES OCCUPANT LOAD: 156 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 12/4/03 ESGIL CORPORATION: 12/8/03 DATE INITIAL PLAN REVIEW COMPLETED: 12/18/03 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. DATE PLANS RECEIVED BY PLAN REVIEWER: Doug Moody 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 COPY) where each correction item has been addressed, Le., 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) tifow.dot City of Carlsbad 03-3367 121 18/03 ~ . I. 2. 3. 4. 5. 6. 7. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaVindustria1 projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: I. 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. Please clarify the section view of all new interior partitions. Show: a) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 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”. Show the ampere interrupting capacity (AIC) ratings of the service and sub- service equipment. NEC 1 10-9 If utilizing a series-rated system, note on plans: “Overcurrent device enclosures will be identified as series-rated and labeled in accordance with NEC 110-22’’ and “The overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical equipment”. Please clarify the plans to show the conduit and conductors to the new HVAC equipment. Please clarify the lighting fixture schedule to identify fixture type SE at the front of the store. Please provide plans and calculations signed by the California State licensed engineer or architect for the structural support of the 2500# rooftop air handler unit and the stockroom shelving. 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. ’ City of Carlsbad 03-3367 12/ 18/03 8. Please imprint on the plans the City of Carlsbad Policies and Procedures for Roof Mounted Equipment to the plans. 9. Please revise the plans to show a disabled accessible transaction counter located at a section of counter that is at least 36” long and no more than 28” to 34” high. Section I 122B.4. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, Le., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 0 No R 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 CARLSEAD POLICIES AND PROCEDURE ')UMBER: 80-6 SU8JECT: ROOF MOUNTED EQUIPMENT EFFECTIVE: 5/1/92 SUPERSEDES: 80-6(9/10/80) 80- 6( 5/0 1 /8 I ) S ECTlO N : BUILDING DEPARTMENT PURPOSE: PROVIDE INSTALLATION STANDARDS FOR ALL ROOF MOUNTED EOUIPMENT ARI PENETRATIONS ON COMMERCIAL AND INDUSTRIAL BUILDINGS. INTENT: A. 8. C. POLICY: 1. 2. 3. 4. 5. '6. 7. Maintain roof integrity. Prevent'hazardous condition to iirernen who must fight fire on the roof. Provide an installation that is aesthetically sensitive to the buildihg and The adjoining properties: . All equipment shall be concealed from view and the design* shall mest the . approval of the Planning Department. All equipment shall be specificGlly designed and approved for exterior use 2nd shall be approved by the City of Carlsbad Building Department. All roof mounted equipment shall be on a platform which shall be zn integral part of the roof--flashed and waterproofed. When a screen is'approved, i: shall have as few roof connections as possible and be structurally adequste. All electrical, plumbing, mechanical duct work and related piping shall be inside the building'and not on the roof. All connections related to equipment shsli be made in the same roof opening on the platform or have the prior epproval from the building official. Sewer vents shall be brought to one main vent below the roof 2nd have one penetration where restrooms or other plumbing fixtures zre back to back or in the general proximity. Air exhaust fans and other equipment shall be within the building and use the same roof opening where restrooms and other equipment are back to back or in general proximity. Existing buildings and equipment, remodel or replacement, shall meet the above regulations or shall have the prior approval from the building official. Where new equipment is installed, unused'or abandoned equipment, including all roof mounted piping, elektri'cal, mechanical, duct, an.d other related appurtenances shall be removed from roof and unused openings p,roperly sealed ;to maintain roof integrity. The architect should, through design, conceal the heating/AC unit and other equipment whether * they are on the roof or elsewhere. . ' City of Carlsbad 03-3367 12/ 18/03 VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3367 PREPARED BY: Doug Moody DATE: 12/ 18/03 BUILDING ADDRESS: 1923 Calle Barcelona Suite 142 BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: VN Jurisdiction Code Icb By Ordinance 1994 UBC Building Permit Fee I V 1 1994 UBC Plan Check Fee r Type of Review: Complete Review Structural Only 0 Rqetitive ~ee Repeats 0 Other Hourly 71 Hour * Esgil Plan Review Fee 0 I $756.001 I $491.40 I I $423.36 I Comments: Sheet 1 of 1 rnacvalue.doc , PLANNING/ENGlNEERlNG APPROVALS PERMIT NUMBER RESIDENTIAL RESIDENTIAL ADD IT1 ON MINOR (<$10,000.00) PLAZA CAMINO REAL CARLSWD COMPANY STORES VILLAGE FAIRE COMPLI~TE OFFICE BUILDING PLANNER I I I ENGINEER 1- DATE Dccs/Misforms/Planninp Engineering Approvals PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 03-7 Address 19x3 & ILL Bad DQa, Planner Chris Sexton APN: -5 - 0 12-1 5 Type of Project & Use: aT I Zoning ?-C, General P1arf-I b I Rw Facilities Management Zone: 9-3 CFD (idout) #-Date of participhoh: Phone /760) 602-4624 Net Project Density: DU/AC Remaining net dev acres: (For non-residential development: Type of land used created by this permit: ) Circle One win 0 dn 0 Leaend: Item Complete 0 Item Incomplete - Needs your action DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES - NO TYPE APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Environmental Review Required: YES - NO J TYPE vbo Coastal Zone AssessmentICompliance Project site located in Coastal Zone? YESL NO- YES- NO- If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 921 08-4402; (61 9) 767-2370 Determine status (Coastal Permit Required or Exempt): If NO, complete CoastalAPermit Determihation Form now. Coastal Permit Determination Log #: CA Coastal Commission Authority? Coastal Pqrmit Determination Form already completed? YES- NO- Follow-Up Actions: 1) Stamp Building Plans as 'Exempr or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. (Effective date of lnclusionary Housing Ordinance - May 21 , 1993.) dm lnclusionary Housing Fee required: YES - NO J Data Entry Completed? YES - NO - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: H:\ADMIMCOUMER\BldgPlnchkRevChWst Rev Blol 1 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, prope6 i~"es.* easements, existing and proposed structures, streets, existing street improvements, right-of-way, width, dimensional setbacks and existing topographical lines (including all side and rear yard siopes). ' , , 1 2. Provide legal description of property and assessor's parcel number. .. .t *. Policy 44 - Neighborhood Architectural Design Guidelines 1. 'Applicability: YES NO + * 2. Project complies YES NO Zoning: 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Top of slope: Required Shown 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 3. Lot Coverage: Required Shown 4. Height: Required Shown 5. Parking: Spaces Required Shown Residential Guest Spaces Required Shown Additional Comments (breakdown by uses for commercial and industrial projects required) I. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE%% 'r/ Rev 9/01 + Carlsbad Fire Department 033367 'I 635 Faiaday Ave. '* Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Date of Report: 12/11/2003 Reviewed by: Name: Permit Resources Address: 26601 Verbena City, State: Mission Viejo CA 92691 Job#: 033367 Plan Checker: Job Name: Ann Taylor Loft Bldg #: CB033367 Job Address: 1923 Calle Barcelona Ste. or Bldg. No. 0 Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 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 # 033367 FD File # . RequirGments Category: Building Plan ~ ~ ~ ' Requirement: Pending 05.16 AIS 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. AUTOMATIC FIRE SPRINKLER PLANS SUBMITTED WITH BUILDING PLANS ARE NOT TO BE CONSIDERED FORMAL SUBMITTAL. AIS PLANS SHALL BE SUBMITTED UNDER SEPERATE COVER. Requirement: Pending 05.22 Exit Door Hardware Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exception: In group B occupancies, key locking hardware may be used on the Main Exit when the main exit consists of a single door or pair of doors if there is a readily visible, durable sign on or adjacent to the door stating, "This door to remain unlocked during business hours." For State Fire Marshal, sign shall read, "This door to remain unlocked whenever the building is occupied." See item 32 for additional exit door hardware requirements. ENSURE THAT THERE ARE NO MANUALLY OPERATED FLUSH BOLTS ON EITHER ENTRANCWEXIT DOOR SETS. Page 1 1211 1/03 P ... .. ANN TAYLOR , The Forum At Carlsbad Building #3, Suite X142 Carlsbad,CA 92009 ANN TAYLOR STORE NO. 1432 (E) FRM'G. MEMBER PER PLAN UJ/ "HU" JOIST MANGER TYP. EN. AT (N) OPENING (NI MST48 STRAP TYP. (NI 5 I/8x12 GLB OF'N'G, SEE ARCU, MECH, d/OR ELECT. JOBNO: 2666 DATE, 3-3-04 CD-1 DRAW: JV TITLE. DET. 2/SI.O (N) 3x BLOCK AT MST TYP. (NI HU OR UU-2 AT EA. END TYP. (NI DBL. CID'R JOIST UJHEN PLAN HOHBACH=LEWIN INC. STRUCTURAL ENGINEERS 116 New Montgomery St, Suite 914 San Francisco, CA 941 05 Phone: (41 5) 31 8-8520 Fax: (41 5) 31 8-8522 Structural Calculations For The Forum at Carlsbad Carlsbad, California 92009 Architect: MCG Architecture 785 Market Street San Francisco, CA 94103 Date: January 12,2004 Project No: 2666 i' Crjo33367 Project #: 2666 Page No. 1. General a. Sitelseismic Map ............................................................................................ 1 to 2 b. (N) Mechanical Unit GravitylLateral Design ................................................... 3 to 10 c. Appendix ...................................................................................................... 1 1 to 15 e Send To Printer Backto Map Carlsbad CA 92009 US Notes: ....... 4. kfl........ T.0 ........... t"i7.F ..... J3 ......................... Need InK? Buy printer cartridges: Save up to 75% Free UPS 2-day shipping Buy Now! www.InkSell,com All riahts reserved. Use Subiect to License/Coovriaht I Mao Leaend This map is informational only. No representation is made or warranty given as to its content. User assumes all risk of use. MapQuest and its suppliers assume no responsibility for any loss or delay resulting from such use. Privacy Policy & Legal Notices @ 2004 MapQuest.com, Inc. All rights reserved. HOHBACH-LEWIN, INC. STRUCTURAL ENGINEERS PAGE: 5 By: &A PROJECT NO: 66b DATE: I / &’ II 3, HOHBACH-LEWIN. INC. STRUCTURAL ENGINEERS PAGE 4 PROJECT NO: 26 66 DATE: L ,e+ P P u I 1 'I 24' f P 1 f HOHBACH-LEWIN INC. Structural Engineers 11 6 New Montgomery St Suite 914 San Francisco, CA 94105 141 5) 31 8-8520 FAX (415) 318-8522 Title : Dsgnr: Description : scope : Job# @ Date: 9:08AM. 12 JAN 04 .. .. Rev: 550100 (c)1983-2001 ENERCALC Engineering soffware k:\2600-2799 proiects\2666\framin~.ec.v:Calcul User: KW-0603493. Ver 5.5.0,25Sep-2001 General Timber Beam Description (N) GLB at Mech Unit /General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x12.0 Center Span 24.00ft . . . . .Lu 10.00 ft Beam Width 5.125in Left Cantilever ft ..... Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft ..... Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V8 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 190.0 psi Beam End Fixity Pin-Pin Fc Allow 560.0 psi Wood Density 35.000pcf E 1,800.0 ksi LFUII Length Uniform Loads Center DL 30.00 Wft LL 40.00 #m Left Cantilever DL Wft LL #m Right Cantilever DL Wft LL #m LTrapezoidal Loads I #I DL Q Left 125.00 Wft LL Q Left DL Q Right 125.00 #/ft LL Q Right #m start LOC 7.000 ft #m End LOC 17.000 ft Beam Design OK Span= 24.00ft. Beam Width = 5.125in x Depth = 12.in, Ends are Pin-Pin Max Stress Ratio 0.405 : 1 Maximum Moment 12.1 k-ft Maximum Shear * 1.5 2.3 k Allowable 29.8 k-ft Allowable 14.6 k Max. Positive Moment 12.05 k-ft at 12.000 ft Shear: Q Left 1.64 k Max. Negative Moment 0.00 k-ft at 0.000 ft Q Right 1.64 k Max Q Left Support 0.00 k-ft Camber: @Left 0.000 in Max Q Right Support 0.00 k-ft Q Center 1.027 in Q Right 0.000 in Max. M allow 29.77 Reactions ... fb 1,175.97 psi fv 38.12 psi Left DL 1.16 k Max 1.64 k Fb 2,904.06 psi Fv 237.50 psi Right DL 1.16 k Max 1.64k I Deflections L c Center Span ... Dead Load Total Load Left Cantilever ... Dead Load Total Load Deflection -0.684 in -0.909 in Deflection 0.000 in 0.000 in ... Location 12.000 ft 12.000 R ... LengWDefl 0.0 0.0 . . . LengWDefl 420.8 316.76 Right Cantilever ... Q Center 1.027 in . . .Length/Defl 0.0 0.0 Camber ( using 1.5 D.L. Defl ) ... Deflection 0.000 in 0.000 in Q Left 0.000 in @ Right 0.000 in ktress Calcs c Bending Analysis Ck 19.865 Le 19.192 ft SX% 123.000 in3 Area 61.500 in2 cv 0.987 Rb Q Center Q Left Support Q Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 10.260 Max Moment 12.05 k-ft 0.00 k-ft 0.00 k-ft Q Left Support 2.34 k 9.870 in2 237.50 psi CI 0.981 Sxx Rea'd Allowable fb 49.81 in3 2,904.06 psi 0.00 in3 2,960.21 psi 0.00 in3 2,960.21 psi Q Right Support 2.34 k 9.870 in2 237.50 psi 1.64 k 1.64 k Bearing Length Req'd 0.573 in Bearing Length Req'd 0.573 in .. HOHBACH-LEWIN INC. Structural Engineers 116 New Montgomery St. Suite 914 San Francisco, CA 941 05 Title : Dsgnr: Description : scooe : Date: 8:51AM, 12 JAN 04 Job* 0 (415) 318-8520 FAX (415) 318-8522 Rev: 550100 (c)l983-2001 ENERCALC Engineenng SORware k:\2600-2799 pmiects\2666\framin~.~Calwl User: KW-0603493, Ver 5.5.0.25Sep2001 Description General Timber Beam (E) GLB at Mech Unit I General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6.75x31.5 Beam Width 6.750 in Beam Depth 31.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.250 Beam End Fixity Pin-Pin Wood Density 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - Fb Base Allow Fv Allow Fc Allow E 43.00ft . . . . .Lu 2.00 ft 8.00ft . . . . .Lu 2.00 ft 8.00ft . . . . .Lu 2.00 ft .V8 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi LFUII Length Uniform Loads Center DL 360.00 #ft LL 288.00 Wft Left Cantilever DL 360.00 Wft LL 288.00 Wft Right Cantilever DL 360.00 Mft LL 288.00 Wft I Point Loads b Dead Load 1,575.0 Ibs 1,575.0 IbS IbS IDS IDS IDS IDS Live Load 475.0 Ibs 475.0 Ibs Ibs IbS Ibs Ibs Ibs ... distance 18.000 ft 25.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft Beam Design OK Span= 43.OOft. Left Cant= 8.00ft, Right Cant= 8.00ft. Beam Width = 6.750in x Depth = 31.5in, Ends are Pin-Pin Max Stress Ratio 0.811 : 1 185.4 k-ft Maximum Shear * 1.5 23.2 k Allowable 228.5 k-ft Allowable 50.5 k Maximum Moment Max. Positive Moment 185.43 k-ft at 21.617 ft Shear: Q Left 17.31 k Max. Negative Moment -13.17 k-ft at 0.000 ft Q Right 17.31 k Max Q Left Support -22.39 k-ft Camber: Q Left 0.886 in Max Q Right Support -22.39 k-ft Q Center 1.663 in Q Right 0.904 in Max. M allow 228.52 Reactions ... fb 1,993.42 psi fv 109.34 psi Left DL 13.72 k Max 22.90 k Fb 2,456.55 psi Fv 237.50 psi Right DL 13.72 k Max 22.90 k I Deflections ~~ ~~ c Center Span ... Dead Load Total Load Left Cantilever ... Dead Load Total Load Deflection -1.108 in -1.891 in Deflection 0.591 in 1.037 in ... Location 21.617 ft 21.617 ft ... LengthIDefl 325.0 185.2 . . . LengthiDefl 465.5 272.85 Right Cantilever ... Camber ( using 1.5 D.L. Defl ) ... Deflection 0.602 in 1.056 in Q Center 1.663 in . ..Length/Defl 318.7 181.8 Q Lefl 0.886 in Q Right 0.904 in _. HOHBACH-LEWIN INC. Title : Job # Structural Engineers Dsgnr: Date: 8:51AM, 12 JAN 04 1 16 New Montgomery St. Suite 914 San Francisco, CA 94105 (415) 318-8520 FAX (415) 318-8522 Rev: 550100 Description : Scope : k:\2600-2799 proiects\2666\framin~.ecw:Caicul User: (c)19@3-2001 KW-0603493, ENERCALC Ver 5.5.0.25-Sep2001 Engineering SORware Description General Timber Beam (E) GLB at Mech Unit Stress Calcs c Bending Analysis Ck 19.865 Le 4.118 ft Sxx 1,116.281 in3 Area 212.625 in2 cv 0.822 Rb 5.846 CI 0.996 Max Moment Sxx Rea'd Allowable ft, Q Center Q Left Support Q Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Q Supports Max. Left Reaction Max. Right Reaction 185.43 k-ft 22.39 k-ft 22.39 k-ft Q Left Support 23.25 k 97.888 in2 237.50 psi 22.90 k 22.90 k 905.83 in3 2,456.55 psi 109.37 in3 2,456.55 psi 109.37 in3 2,456.55 psi Q Right Support 23.25 k 97.888 in2 237.50 psi Bearing Length Req'd 6.059 in Bearing Length Req'd 6.059 in 1 J HOHBACH-LEWIN, INC. STRUCTURAL ENGINEERS PAGE 8 PROJECT NO: b b DATE: L 04 By: A- E/+ c HOHBACH-LEWIN INC. Structural Engineers 116 New Montgomery St. Suite 914 San Francisco, CA 94105 (415) 31 8-8520 FAX (41 5) 31 8-8522 Title : Dsgnr: Description : scope : Job # c9 Date: 8:59AM, -12 JAN 04 .~ .~ Rev: 550100 (c)1983-2001 ENERCALC Engineering Sofhvare k:\2600-2799 proiects\2666\framing,ecw:Calcul UJer: KW-0603493. Ver 5.5.0.25Sep-2001 Description General Timber Beam (E) GLB at Mech Unit w/ O.T. 1 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements C Section Name 6.75x31.5 Beam Width 6.750 in Beam Depth 31.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.250 Beam End Fixity Pin-Pin Wood Density 35.000 pd Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E ~~ ~ ~ ~ 43.00ft . . . . .Lu 2.00 ft 8.00ft . . . . .Lu 2.00 ft 8.00ft . . . . .Lu 2.00 ft 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi LFull Length Uniform Loads 1 Center DL 360.00 Wft LL 288.00 Wft Left Cantilever DL 360.00 Wft LL 288.00 #/ft Right Cantilever DL 360.00 #/ft LL 288.00 #/ft 1 Point Loads C ueaa LOaa I ,575.0 IDS 1,575.0 IDS IDS IDS IDS IDS IDS Live Load 475.0 Ibs 475.0 Ibs 455.0 Ibs 455.0 Ibs Ibs Ibs Ibs ... distance 18.000ft 25.000 ft 18.000 ft 25.000 ft 0.000 ft 0.000 ft 0.000ft Beam Design OK Span= 43.0Oft, Left Cant= 8.00ft, Right Cant= 8.00ft, Beam Width = 6.750in x Depth = 31.5in, Ends are Pin-Pin Max Stress Ratio 0.847 : 1 Maximum Moment 193.6 k-ft Maximum Shear * 1.5 23.9 k 228.5 k-ft Allowable 50.5 k Max. Positive Moment 193.62 k-ft at 21.617 ft Shear: Q Left 17.76 k Max. Negative Moment -13.17 k-ft at 0.000 ft Q Right 17.76 k Max Q Left Support -22.39 k-ft Camber: @Left 0.886 in Max Q Right Support -22.39 k-ft Q Center 1.663 in Q Right 0.904 in 23.36 k Fv 237.50~4 Right DL 13.72 k Max 23.36 k Reactions ... 228.52 Center Span ... Dead Load Total Load Left Cantilever. .. Dead Load Total Load Deflection -1.108 in -1.970 in Deflection 0.591 in 1.099 in ... Location 21.617 ft 21.617 ft .. . Length/Defl 325.0 174.7 . . .Length/Defl 465.5 261.88 RlgM Cantilever ... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.602 in 1.080 in Q Center 1.663 in ... LengthlDefl 318.7 177.7 Q Left 0.886 in Q Right 0.904 in HOHBACH-LEWIN INC. Structural Engineers 116 New Montgomery St. Suite 914 San Francisco, CA 941 05 (41 5) 31 8-8520 FAX (41 5) 318-8522 Title : Dsgnr: Description : scope : Job # Date: 8:59AM. 12 JAN 04 M ., .. Rev: 550100 (c)1983-2001 ENERCALC Engineering Software k:\2600-2799 projects\2666\framing.ecw:Calcul User: KW-0603493, Ver 5.5.0,25-Sep2001 General Timber Beam Description (E) GLB at Mech Unit w/ 0.T ktress Caics Bending Analysis Ck 19.865 Le 4.118 ft Sxx 1,116.281 in3 Area 212.625 in2 cv 0.822 Rb 5.846 CI 0.996 Q Center 193.62 k-ft 945.84 in3 2,456.55 psi Q Left Support 22.39 k-ft 109.37 in3 2,456.55 psi Q Right Support 22.39 k-ft 109.37 in3 2,456.55 psi Shear Analysis Q Left Support Q Right Support Design Shear 23.93 k 23.93 k Area Required 100.762 in2 100.762 in2 Fv: Allowable 237.50 psi 237.50 psi Max. Left Reaction 23.36 k Bearing Length Req'd 6.180 in Max. Right Reaction 23.36 k Bearing Length Req'd 6.180 in Max Moment Sxx Rea'd Allowable fb Bearing Q Supports I See Hanger Options on page 147 for hanger modifications, which may result in reduced loads. HU-Most models have triangle and round holes. To achieve maximum Jads, fill both round and triangle holes with common nails. These heavy-duty connectors are designed for schools and other structures requiring additional strength, longevity and safety factors. HGUS hangers have !he highest loads of any face mount hangers! All hangers in this series have double shear nailing, This patented innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation, and the use of common nails for all connections. (Do not bend or remove tabs) MATERIAL: See tables. FINISH: Galvanized. Some products available in stainless steel or 2-MAX; INSTALLATION: Use all specified fasteners. See General Notes. see Corrosion-Resistance, page 7. HU-can be installed filling round holes only, or filling round and triangle holes for maximum values. HGUS-Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. Not designed for nailer applications. 16d sinkers (9 gauge x 3W) may be used where 10d commons are specified with no reduction in load. Where 16d commons are specified, 10d commons or 16d sinkers (9 gauge x 3lX) may tie used at 0.84 of the table load. With 3x carrying members, use 16d x 2%“ nails into the header and 16d commons into the joist with no load reduction. With 2x carrying members, use 10d x the joist. and reduce the load to 0.64 of :he table value. and larger widths, with no load reduction-order HUC: hanger. skewed HU models, and HUC (concealed flange) models. nails into the header and 1 Od commons into OPTIONS: HU hangers available ‘with the header flanges tmed in for 2%’’ See Hanger Options on page 147, for sloped and/or Concealed flanges are not available for HGUS. 9 Other sizes available; consult Simpson. See also HUS series. CODES: See page 8 for Code Listing Key Chart. Oome Double Shear Nailing prevents tabs breaking otf (available on some models) U.S. Patent 5,603,580 U.S. Patent 4,480,941 HUC412 Concealed Flanges Typical HU Installation FILL ROUND HOLES ! 81 ~Y,GLULAM I See HHUS and HGUS in 3%” Structural Composite Lumber section, page71-72. 1 IDd common nails or 16d sinkers 19 gauge x 3%“) may be used instead of the specified 16d nails at 0 84 of the table load value 2 i6d sinkers (9 gauge x 3%”) may be used instead of the specified 10d commons with no load reduction 3 Uplift loads based on Douglas Fir have been increased 33% and 60% for earthquake or wind loading with no further increase allowed Divide by 1 33 and 1 60 for normal loading such as in cantilever construction 4 MIN nailing quantity and load values- fill all round holes, MAX nailing quantity and load values- fill all round and triangle holes 98 5 W Table 9.3A Lag Screw Design Values (2) for Single Shear (two member) Camedons with both members of identical species Q G=O.50 Douglas-Fir-Larch 211 2.1 ?"l 2, Ibs. Ibs. lbs. lbs. 160 110 120 I10 220 I30 170 130 260 140 200 140 G=0.49 G=0.46 Douglas-Fir Larch (N) Douglas-Fir (S) Hem-Fir (N) Zll ?l ?"l 21 Zll 2.1 Zm, z, Ibs. Ibs. Ibs. Ibs. Ibs. lbs. Ibs. Ibs. (60 I10 I20 110 150 100 120 IO0 210 120 170 120 200 110 160 110 260 130 200 130 240 120 190 120 Side Member Thickness ts inches 112 518 314 1 Red Oak Mixed Maple Southern Pine Lag Screw Diarnetei D inches I14 5116 318 I 14 5116 318 I I4 5/16 318 I14 511 6 318 Zll 2.1 2.1 21 Ibs. Ibs. Ibs. Ibs. 211 ?l Z#* 21 Ibs. Ibs. Ibs. Ibs. 190 150 150 150 270 190 210 190 340 210 250 210 210 160 160 160 290 210 220 200 350 250 260 230 230 170 180 170 310 220 240 210 380 260 280 250 260 200 200 200 360 250 270 240 430 290 330 280 170 130 130 120 240 140 I80 140 290 160 220 160 180 130 I40 130 250 180 190 170 310 200 230 200 200 140 150 140 270 190 200 180 330 3-20 240 210 230 160 180 160 300 210 230 200 370 240 270 230 170 I20 130 120 240 160 180 160 290 170 210 170 170 120 130 I20 160 120 120 110 240 150 170 150 230 140 170 140 290 170 210 170 280 I50 200 150 I. Tabulated lateral design vulues (2) for lug screw connections shell be multiplied by all applicable adjustment factors (Table 7.3.1). 2. Tabulated lateral design values (Z) are for '%full diameter'' lag smews (see Reference 6) inserted in side grain with lag screw axis perpendicular to wood fibers. and with the following lag screw bending yield strengths (Fyb): F,, = 70.000 psi for D = 1/4". Fyh = 6O.OOO psi for D = 5/16. FY,, = 45.000 psi for D 2 318". 180 130 140 130 2.50 170 190 160 310 210 220 190 210 150 160 140 280 190 210 180 350 220 250 200 220 170 170 160 320 210 240 200 390 240 290 220 220 170 170 160 320 230 240 220 400 270 290 250 540 320 380 290 660 380 460 340 920 530 620 470 1240 590 820 580 1620 630 1040 630 2060 680 1290 680 2360 710 1560 710 2630 750 1860 750 220 170 170 160 320 240 240 220 400 290 290 260 550 380 380 340 710 480 480 430 AMERICAN WOOD COUNCIL ~ 180 130 140 120 170 120 130 120 250 170 180 160 240 160 170 150 310 200 220 190 290 180 210 180 210 150 160 140 200 140 150 130 280 190 210 170 270 170 200 160 340 220 250 200 330 210 240 190 220 170 170 160 210 150 160 150 320 210 230 190 300 190 220 180 390 240 280 220 370 320 370 1-10 220 170 170 160 210 160 160 150 320 230 230 220 310 210 220 200 400 260 280 240 390 240 270 230 540 310 380 290 510 290 360 270 650 370 450 340 610 350 430 320 910 520 620 460 870 470 580 430 ($ 1220 560 800 560 1170 520 760 520 1600 600 1020 600 1540 550 970 550 2040 650 I260 650 1930 600 11-10 600 2320 690 1540 690 2170 620 1460 620 2580 730 I840 730 2410 660 1750 660 220 170 170 160 210 160 160 150 320 230 230 220 310 220 220 210 400 280 280 260 390 270 270 240 540 380 380 340 520 360 360 320 710 480 480 420 690 450 460 400 1110 620 720 $50 1070 580 690 520 )1550 780 I010 690 1950 IO00 1280 860 1930 970 1260 840 2390 1130 1530 1050 2360 1080 1500 1030 2880 1180 1800 1180 2850 1150 1770 1150 3430 1250 2100 1250 3390 1220 2070 1220 I470 740 970 650 1830 920 I180 800 2250 IO00 1430 980 2720 1040 1670 1040 3250 1090 1950 1090 1-1/4 1-1/2 2-112 -7 ' 114 5/16 318 I14 5/16 318 7/16 I12 518 314 718 1 I - 118 1-114 114 5/16 318 7/16 I/? 518 314 718 I 1-118 1-114 260 200 200 200 370 280 280 270 470 330 340 310 3-60 200 200 200 370 280 280 270 470 340 340 320 630 430 460 410 830 510 590 470 ,140 670 800 610 510 890 1040 790 940 960 1300 960 !450 1020 I6W I020 1030 1080 1930 1080 1520 I140 2300 1140 260 200 200 200 370 280 280 270 470 340 340 320 630 460 460 420 830 590 590 530 290 860 880 780 860 1060 1240 950 ,460 1290 1640 1140 '970 I550 1980 1360 ,550 1800 2320 1610 190 1910 2680 1890 230 180 180 170 340 230 250 220 420 270 300 250 230 180 180 170 340 250 250 230 420 300 300 280 570 350 400 330 710 420 500 380 980 570 680 510 1320 660 880 660 1710 720 1110 720 2170 770 1370 770 2590 810 1670 810 2880 860 2000 860 230 180 I80 170 340 250 250 230 420 300 300 280 570 400 ,400 370 750 520 520 460 1170 700 780 630 1680 870 1090 770 2100 1080 1400 940 2560 1280 1660 1140 3080 1350 1950 1350 3650 1440 2270 1440 II n II . I1 I FRONTVIEW 41 BACK VIEW TOP VIEW TOPS Mmenaion Rawlnp ALL WEIGHTS AND DIMENSIONS ARE APPROXIMATE. CERTIFIED PRINTS ARE AVAllABLE UPON REQUEST. pago: 1 @it Information Tag RTU-1 Qupntity 1 Model number WCM40B306 umt frmcticm mow configuration Downflow Nominal cooling capacity unit voltage 208-230/6013 Factory installed optiom TCI wMEconomizer Design airflow 7660.0 cfln €Ilevation MinllnitOQ.weight Max lmit op. weight Heat Pump Base Unit MOB 20 T, Std. Eff. - tr.iM ** unit voltage Exarnaistaticpnssurc Indoor IIltr operating power hd-rpm rndoormoborpowler Outdoor motor powcr ~mpnss~power Sys-P- Operating EER SElWEER@AR.l IPLV @ARI MCA MOP MCA 230 w/elcc heat MOP 230 w/akc heat Coznpresw motor 1 RLA Coll4msmrmOtor2~ Supply fm FLA C0ndenserfanFI.A Condenser motor couat 20&230/60n 1.00 tnH20 4.54 bhp 186 rpm 4.0 kW 22 LW 18.3 kW 24.5 kW 8.9 EER 10.0 IEER 105 199.00 A 200.00 A 213.00 A 225.00 A 3420 34.20 14.70 5.50 2.00 Cooling Information EntMingdrybulb Entcrhngwetbulb hviqdrybnlh LeavingwttbrJb Adient turv, Oros total capacity Gross sensible capacity Gmss latent capacity Net total capacity Net sensible capacity Net scr~siile heat ratio EvapaaatariilcccKca Evaporator face velocity 7830 F 64.6OF 95.00 F 5855 F 5531 P 230.41 MBh 183.72 MBh 46.69 MBL 216.77 MBh 17o.i~ mh 785 % x.ao sqft 294.23 ft/min i -0 -lI Heatwheel model ## Nom Ef6cicncyfaCtor Gross total capacity Gross sensible capacity Net total capacity H--htgcapscity Htwhl pawer Htwhlwhrnit gross total cap Htwhl w/unit gmsa SUM cap Htwhl whit net total cap Hkhl dunit gross h$ cap HtwM dunit power Htwhl w/dt system EER Electric heat air temp ria Electric heat output 36 kW 184.98 MBh 197.37 MBL 70.08 F 34.M F 94.89 P 17.24 F 133.7s MBh 11/20/2003 Product Version: 2002.02.C P :\Gcnsler\Apple\2Oo2\200208 1 Bay StnetWveMTL-Ca City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 04-1 3-2004 Plan Check Revision Permit No: PCR04041 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: PCR Status: ISSUED Parcel No: Lot #: 0 Applied: 0310112004 Valuation: $0.00 Construction Type: NEW Entered By: KMT Reference #: CB03367 Plan Approved: 0411 312004 Issued: 0411 312004 Project Title: ANN TAYLOR LOFT- INSTALL Inspect Area: 1923 CALLE BARCELONA CBAD St: 140 SHELVING SYSTEM Applicant: E & H CONSTRUCTION, INC 32542 CRETE ROAD 96629 949-248-5444 Owner: Plan Check Revision Fee Additional Fees $120.00 $0.00 Total Fees: $120.00 Total Payments To Date: $0.00 Balance Due: $120.00 FINAL APPROVAL InsDector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "feeslexactions." You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any feeslexactions of which YOU have Dreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations has Dreviouslv otherwise exoired. ' PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faradav Ave.. Carlsbad. CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. Pr/R(Tfi&/ / EST. VAL. Plan Ck. Deposit Validated By Date I CMSL 8-rn QA qa 007 .& iIJR IWI Business Name (at this address) 4cLc B46:Cc:Coh)4 Address (include BldgISuite #) Total # of units Phase No. Legal Description Lot No. Subdivision NamelNumber Unit No. Assessor's Parcel # . Existina Use Proposed Use - el&;?, A' Qnw -flF\ U 7 Description of Work UQ. FT. #of Stories # of Bedrooms # of Bathrooms 2. Name Address city Statelzip Telephone # Fax # CONTACT PERSON [if different from applicant) s\M? Ncf 32Cjy2 CPLTf 63 3. APPLICANT Contractor @Agent for Contractor 0 Owner 0 Agent for Owner Name 4. PROPERTY OWNER Address Clty Statelzip Telephone # Name Address City Statelzip Telephone # 5. CONTRACTOR - COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Codel or that he is exempt therefrom, and the basis for the alleged exemption. Any violatio Name Address City statelzib Telephone # f Section 7031.5-by any applicant for a permit subjects the applicant to a civil penalt of notmore than five hu dred dollars [$5001). ELH alhjy 00 / L!c / 5.2_fj(i13 cefp ieD awtlh 'fFb,dT c' 4 qac-.r.cr State License # 52 8C 0.7 License Class City Business License # I ?- 7 (, "7. /(, , -' Designer Name Address City Statelzip Telephone State License # 6. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 of the work for which this permit is issued. I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is + /- CY cued. My worker's compensation insurance carrier and policy number are: . c'. 3 Insurance Company 5 /41f ,CU A In Policy NO. 7 Z SO,>^ 5 ,72 Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$lo01 OR LESS) to become subject to the Workers' Compensation Laws of California. -- ,. - 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 is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred ation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. secure workers' Compensation ,000). in additiondo the cost of DATE ~3-i - 7. OWNER-BUILDER DECLARATION 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 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 (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): Business and Professions Code for this reason: ON0 4. number I contractors license number): 5. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address 1 phone number I type of work): PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR NON-R€S/D€NT/AL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Is the facility to be constructed within 1,000 feet of the outer boundary of a school site7 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. 8. CONSTRUCTION LENDING AGENCY 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) 0 YES 0 NO LENDER'S NAME LENDER'S ADDRESS 9. APPLICANT CERTIFICATION 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 not co at any time after the work IS corn APPLICANT'S SIGNATURE DATE 3 itation and become null and void if the budding or work k authorized by such permit IS suspended or abandoned EsGil Corporation In partnership witfi Government for Suil&ng safety 0 T3YT URIS. 0 PLAN REVIEWER 0 FILE DATE: 4/9/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3367 rev(PCR04041) SET: I1 PROJECT ADDRESS: 1923 Calle Barcelona PROJECT NAME: Shelving for Ann Taylor #1432 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. !-J The plans transmitted herewith will substantially comply with the jurisdiction’s building codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant 0’ The applicant’s copy of the check list has been sent to: contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. [7 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: REMARKS: Fire Department approval is required. Mail Telephone Fax In Person By: DavidYao Enclosures: original approved plan Esgil Corporation 0 GA MB 0 EJ 0 PC 411 trnsmtl .dot 9320 Chesapeake Drive, Suite 208 e San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 EsGil Corporation In %rtnership with Government for Building safety DATE: 3/ 10/04 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 03-3367 rev(PCR04041) SET: I PROJECT ADDRESS: 1923 Calle Barcelona PROJECT NAME: Shelving for Ann Taylor #1432 0 El 0 Kl 0 w 0 w 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: Jim Pace 32542 Crete Road Dana Point, CA 92629 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: Jim Pace Date contacted: 3110 Uy(by:p ) REMARKS: Telephone #: (949)248-5444 (dd&~fi i C,G LE Fax #: (TbG) 633-??sx Mail Jelephone Fax- In Person ('jL,$) 2l-m mr2 By: DavidYao Esgil Corporation GA 0 MB 0 EJ 0 PC Enclosures: 312 trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 %ity of .Carlsbad 03-3367 rev(PCR04041) 3/ 10/04 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad rev(PCR04041) PROJECT ADDRESS: 1923 Calle Barcelona DATE PLAN RECEIVED BY ESGIL CORPORATION: 3/2 REVIEWED BY: David Yao PLAN CHECK NO.: 03-3367 DATE REVIEW COMPLETED: 3/ 10/04 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. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commerciaMndustriaI 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 calculationdreports 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 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. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? 0 Yes 0 No City of Carlsbad 03-3367 rev(PCR04041) 3/ 10/04 1. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 31 1.8. 2. The shelving elevation reference detail I for the column. Detail 1 shows T-Post and L- post. Please clarify which post will be used? The width of the T-post (31/4” per sheet 3 of the calculation shall be specified on the plan) The calculation shows T post only. If the L- post will be used. Please provide additional calculation (include calculation for the connections for L-post) to justify it. 3. 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 David Yao at Esgil Corporation. Thank you. City of Carlsbad 03-3367 rev(PCRO4041) 3/ 10/04 VALUATION AND PLAN CHECK FEE Pian Check Fee by Ordinance JURISDICTION: City of Carlsbad rev( PCR0404 1) PREPARED BY: David Yao PLAN CHECK NO.: 03-3367 DATE: 3/ 10/04 BUILDING ADDRESS: 1923 Calle Barcelona BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: Air Conditioning Fire Sprinklers TOTAL VALUE Type of Review: 0 Complete Review 0 Structural Only 0 Repetitive Fee 71 Repeats 0 Other a- I 11 Hour* Esgil Plan Review Fee Based on hourly rate Comments: Sheet 1 of 1 macvalue.doc Carlsbad Fire Department 033367 1635 Faraday Ave, Carlsbad. CA 92008 Fire Prevention (760) 602-4660 Requirements Category: High Piled Combustible Storage An Plan Review Date of Report: 04/07/2004 Reviewed by: lI&P Name: Rack Design & Eng. Address: 3786 La Crescenta Suite 1204 City, State: Glendale CA 91208 Plan Checker: Job #: 033367 Job Name: Ann Taylor Loft Bldq #: CB033367 Job Address: 1923 Calle Barcelona Ste. or Bldg. No. 142 Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. 0 Approved Subject to The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID FD Job # 033367 FD File # Carlsbad Fire Department 04041 1635 Faraday Ave. - Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: High Piled Date of Report: 03/09/2004 Reviewed by: C Name: Jim Pace Address: 32542 Crete Rd. City, State: Dana Point CA 92629 Plan Checker: Job#: 04041 Job Name: Ann Taylor Loft Bldg #: PCR04041 Job Address: 1923 Calle Barcelona Ste. or Bldg. No. 140 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. 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. 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 Requirements Category: High Piled Combustible Storage I ReQuirement: Pending 15.06 Dimension and location of transverse and longitudinal flue spaces Mobile racks shall be required to have installed stops on each rack that provide for a minimum of a 6 inch flue space between stationary or mobile racks. Requirement: Pending 15.08 Obtain use permit from Fire Prevention A renewable special use permit is required to be obtained prior to stocking and must be paid for before any request to inspect. Contact the Carlsbad Fire Prevention Bureau at 760-602-4665 for information. Requirement: Pending 15.09 Usable storage height Provide the usable storage height for each storage arrangement The maximum height for any storage shall be twelve feet. There shall not be any storage or permitting of storage above this level. Shelving and racks shall be required to indicate the maximum storage height by whatever means are acceptable to this AHJ. Requirement: Pending 15.17 Additional requirements or comments The submitted plans do not indicate the type of shelf material to be used. Regardless, CFD shall require anything other than solid shelving. Page 1 Q3l09lQ4 G. OHANIAN BY . ..,... , .._....... .. ,._....... .. ... DATE . ... ?.:..$.6.-.?..f. SUBJECT. ...... :. . .. . . ... ... . . . SHEET NO. JOB NO. fld By73 RACK DESIGN & ENGINEERING CO. 3786 LA CREPC'ENTA AVE., $1UITE 204 GLENDALE, (?A. 91208 TEL(818)957-2980 FAx:(818)957-8603 4 1 t 5' f ....................................... SHEET NO 1 BY G. OHANIAN RACK DE$IGN & ENGINEERING C'O. .......................... .................................. 2-9-04 DATE SUBJECT. TEL:(818)957-2980 FAX:(818)957-8603 3786 LA C'REBC'ENTA AVE., dUITE 204 CIIJNDALE, C'A. 91208 RD-8493 JOB NO ............................... .......................... SEISMIC ANALYSIS OF STORAGE PlPP MOBILE SYSTEM FOR: ANN TAYLOR #I432 1925 CALLE BARCELONA, SUITE 186 CARLSBAD, CA. 92009 PER CBC 2001 EDITION STORAGE SHELVING CAPACITY: 100 # / LEVEL CALCS. 1 THRU 5 DRAW1 NGS: RD-8493 SH. 1 ....................................... SHEET NO 2 BY G. OHANIAN RACK DE$IdN & ENGINEERING CO. ........... ............ ................................. 2-9-04 DATE 3786 LA dRE(51dENTA Am., dUITE 204 RD-8493 GLENDALE, C'A. 91208 JOB NO ............................... SUBJECT. .......................... TEL:(818)957-2980 FAx:(818)957-8603 FIXED SHELVING SIDE VIEW 'i"i FIXED HANGING SHELVING DOUBLE RI VET BFAM t=14 GA. I ,=.22 7 S,=.13 N !I- F =3 6 Ks'' MOBILE SHELVING f-7 SIDE VIEW MOBILE HANGING SHELVING DOUBLE RIVET BEAM t=ll GA. I ,=.05 S ,=.05 F =3 6 KS'' 3 100 # / LEVEL 50 # / BEAM K M= 48Ilx.05 =.3"K 8 Y. S,= LK = .02<.05 22 ....................................... SHEET NO 3 BY G. OHANIAN RACK DESIGN & ENGINEERING CO. ........... ............ .................................. 2-9-04 DATE 3786 LA C'REBCENTA AVE., dUITE 204 RD-8493 &.,ENDALE, dA. 91208 JOB NO ............................... SUBJECT. ......................... TEL(818)957-2980 FAX:(818)957-8603 SEISMIC DESIGN 2.5xCaxl R V= I= 1 R=5.6 MOM. CONN. Na=l Ca=.44xNa Ca=.44x1 z.44 W=D.L. +L. L. LOAD PER COLUMN 100 # / LEVEL 9x. 1 OK - .45 K p= -- 2 w=.05 +.45 =.5K D.L. L.L BASE SHEAR PER COLUMN COLUM N ANAL YSlS 1 ONGI T. SEI SMlC K .02 "K .15 'K "K .15 .3 "K "K .3 .35 'K "K .35 .4 "K "K .4 .5 "K "K .5 .56 "K "K .56 .6 'K "K .6 .7 % 'K "K - .7 .3 - .1 0 I,,,,,,= .08 S ,,,,,,=. 08 rmln = .54 - x--- Q=.75 Fy=36 KS' 3 1/4" Fa= 13.8KS' K Pa =Fa XA = 5.5 "K Ma =S .F = 1.8 min b COMBINED STRESS RATIO 7 Pa Ma 5.5 1.8 + - = .48<1.33 -+M=.5 P ....................................... SHEET NO 4 JOB NO. ....... RD.-849.3,., BY G. OHANIAN RACK DESIGN & ENGINEERING GO. ........... ............ DATE .................................. 2-9-04 3786 LA C‘REPC‘ENTA AVE., @UITE 204 GLENDALE, CA. 91208 .................... ..... SUBJECT. TEL:(8 18)957-2980 FAX:(818)957-8603 MOMENT AT BEAM CONNECTION K Ma = 1.5 xl.5”xl .33=3.0”K CONN - FIXED SHELVING ANCHOR SHEAR = LK = .05K 2 USE (2)-1/4”0 ANCHOR BOLT PER BASE PLATE, 2” EMB. HILT1 KWlK ICE0 #4627, OR RAMSET ICBO #1372, OR t=l4GA. OVERTURNING tS TATIONARY UNITS) K MR = .5 x18”= 9”K “K “K UPLIFT = 13a8 -’ = .27 18” 12” & 18” FIXED SHELVING TO BE CONNECTED TO THE BUILDING WALL PER DETAIL DRAWING MOBILE TRACK ANCHORD TO FLOOR W/ 1/4”0 ANCHORS 0 24” O.C. ANTI-TIP BOLTED TO MOBILE CARRIAGE W/ (2) 1/4”0 BOLTS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4”0 TEK SCREWS PER POST ...................................... SHEET NO. 5 BY G. OHANIAN RACK DESIGN & ENGINEERING CO. SUBJECT ..... TEL(818)957-2980 FAx:(818)957-8603 ........................ .................................. 2-9-04 DATE 3786 LA dREgdENTA Am., PUITE 204 RD-8493 JOB NO .............................. dLENDAIE, dA. 91208 500 4.5” 1.5” 1 !../ 12” 1 xl44= 144 ’” M= (F) 2 x500x -x12 1 = 1126 ”# 2 s= - 12~5~ = 50 6 46 = .92< 1.6 =70 50 ..................................... SHEET NO ....................... 1 JOB NO ........ R.D.-849.3.. BY G. OHANIAN RACK DESIGN & ENGINEERING do. DATE .................................. 2 - 9 d- 04 3786 LA dREBdENTA AVE., dUITE 204 GLENDALE, dA. 91208 SUBJECT. ....................... TEL:(818)957-2980 FAX:(818)957-8603 SEISMIC ANALYSIS OF STORAGE PlPP MOBILE SYSTEM FOR: ANN TAYLOR #I432 1925 CALLE BARCELONA, SUITE 186 CARLSBAD, CA. 92009 PER CBC 2001 EDITION STORAGE SHELVING CAPACITY: 100 # / LEVEL CALCS. 1 THRU 5 DRAW I N GS : R D - 8493 SH. 1 V .... SHEET NO 2 JOB NO. ....... R.D.-849.3.. BY G....oHAN!AN... RACK DESIGN & ENGINEERING C'O. .......... ......... DATE ................................. 2-9-04 SUBJECT. 3786 LA CREPdENTA AVE., gUITE 204 GLENDALE, dA. 91208 TEL: ( 8 1 8)9 57 - 2 9 8 0 FAX: ( 8 1 8) 957 - 86 0 3 ........................ 0 N ,-- FIXED SHELVING SIDE VIEW f-7 FIXED HANGING SHELVING DOUBLE RIVET BEAM t=14 GA. I ,=.22 s ,=. 13 F -36KSl. Y- < C MOBILE SHELVING m (D t SIDE VIEW MOBILE HANGING SHELVING DOUBLE RIVET BEAM f=ll GA. 100 # / LEVEL 50 # / BEAM M= 48"~.05~ = .iK a "K S,= = .02<.05 22 ................................. SHEET NO 3 JOB NO. ....... R.D. 7849.3.. BY G. OHANIAN RACK DE$IGN & ENGINEERING (20. ........... ............ DATE .................................. 2-9-04 3786 LA CREDC'ENTA AVE., $UITE 204 GLENDALE, CA. 91208 SUBJECT. .......................... TEL:(818)957-2980 FAX:(818)957-8603 SEISMIC DESIGN 2.5xCaxl R V= I=1 R=5.6 MOM. CONN. Na= 1 Ca=.44xNa Ca=.44x1=.44 W=D.L.+L.L. LOAD PER COLUMN 100 # / LEVEL 9x. 1 OK - .45 K p= ~ - 2 W=.05 +.45 =.5 D.L. L.L. v= 2.5x.44x.5 = K 5.6 BASE SHEAR PER COLUMN COLUMN ANALYSIS LONGIT. SEISMIC A=, 40 % K .02 I .0ZK 21 I .01 "K .15 "K "K .i 5 .3 "K "K .3 .35 "K "K .35 .4 "K "K .4 .5 "K 'K .5 .56 "K "K .56 .6 "K "K .6 .7 0 .1 Imin=.08 S . =.08 N KSI Fa= 13.8 K Pa =Fa XA = 5.5 "K M -S F = 1.8 Q - min' b COMBINED STRESS RATIO P M -.5 Pa Ma 5.5 -+ - - -+ & = .48<1.33 ....................................... SHEET NO 4 JOB NO. ....... R0-8493.. BY G. OHANIAN RACK DE$IdN & ENGINEERING (20. ........... ............ DATE .................................. 2-9-04 3786 LA CREPC‘ENTA AVE., gUITE 204 ClLENDALE, C‘A. 91208 .......................... SUBJECT. TEL:(818)957-2980 FAX:(818)957-8603 MOMENT AT BEAM CONNECTION K Ma = 1.5 x1.5”~1.33=3.0”~ CONN BASF PLATF FIXED SHELVING IK ANCHOR SHEAR = .L = .05K 2 USE (2)-1/4”pl ANCHOR BOLT PER BASE PLATE, 2” EMB. HILT1 KWlK ICBO #4627, OR RAMSET ICE0 #1372, OR BEAM .25”0 RIVET KSI F pa0 3 3/4” 1-1 t= 1 4GA. OVERTURN I NG (STATIONARY UNITS) MOT= .I Kx2x120”x.5x1.15 = 13.8”K K MR = .5 x18’’= 9”K 12” & 18” FIXED SHELVING TO BE CONNECTED TO THE BUILDING WALL PER DETAIL DRAWING MOBILE TRACK ANCHORD TO FLOOR W/ 1/4”15 ANCHORS Q 24” O.C. ANTI-TIP BOLTED TO MOBILE CARRIAGE W/ (2) SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4”pl TEK SCREWS PER POST 1/4”0 BOLTS BY. ..... ... G. ............................. OHANIAN RACK DESIGN & ENGINEERING CO. ......................... 5 R D - 849 3 SHEET NO. JOB NO ............................. DATE ................................. 2-9-04 SUBJECT 3786 LA O‘RES’O‘ENTA AVE., PUITE 204 dLENDALE, dA. 91208 TEL:(818)957-2980 FAX:(818)957-8603 ......................... , 4.5” [is”, , 6” 6” CHECK SLAB 500 # 5” CONCRETE SLAB 2000 PSI. CONC. 500 PSF. SOIL I,, f <, ‘A . a 500 = 10’ 500 1 XI 44=144 ”’ G =12” 2x500x -x12 1 = 1126 ”# M= (T) 2 12~5~ - s= - - 6 * =.92< 1.6 =70 50