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HomeMy WebLinkAbout2687 GATEWAY RD; ; CB101635; Permit10-14-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Commercial/Industrial Permit Permit No: CB101635 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: VIACOM INC 70 BANKS RD 30281 770507-9913 2687 GATEWAY RD CBAD Tl Sub Type: 2131911500 Lot#: $27,495.00 Construction Type: Reference #: US BANK- 585 SF BUILT INSIDE STATER BROTHERS STORE COMM 0 Status: ISSUED Applied: 09/03/2010 Entered By: RMA Plan Approved: 10/14/2010 Issued: 10/14/2010 Inspect Area: Plan Check#: Owner: STATER BROS MARKETS <LF> LNR CPI BRESSI RETAIL L PO BOX 150 301 S TIPPECANOE AVE SAN BERNARDINO CA 92408 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 Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $274.02 Meter Size $0.00 Add'l Reel. Water Con. Fee $178.11 Meter Fee $0.00 SDCWA Fee $0.00 CFD Payoff Fee $5.77 PFF (3105540) $0.00 PFF (4305540) $0.00 License Tax (3104193) $0.00 License Tax (4304193) $0.00 Traffic Impact Fee (3105541) $0.00 Traffic Impact Fee (4305541) $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL $0.00 Master Drainage Fee Sewer Fee $0.00 Redev Parking Fee $0.00 Additional Fees $1.00 HMPFee $0.00 TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $60.00 $24.00 $0.00 $0.00 $0.00 $0.00 $542.90 Total Fees:$542.90 Total Payments To Date:$542.90 Balance Due:$0.00 Inspector: FINAL APPROVAL Date: f f 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 "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection tees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717/2718/2719 Fax 760-602-8558 www.carlsbadca.gov Plan Check No. Est. Value fl.7 Plan Ck. Deposit OF WORK: Include Square Feet of CONTACT NAME (If Different Font Applicant) civil penalty of not more than five hundred dollars {$500J). W O R K E R S •'•-'. CO M P E N S AT I ON Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I 11 have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for whjchtbjs permit is issued. My workers' compensation insurance carrier and policy " ' ' LM-ftf <*£> Policy NoA#* 0$fl33&t'S'/ <J»/T Expiration Date 7- 0/ ' ~number am- Insurant Pn ?,£// A Tnife)This section need not be completed if the permit is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Sexton 3706 of the Labor code, interest and attorney's fees. JSS CONTRACTOR SIGNATURE IheiBby a/ftm ftaf / am exempt from Contractor's Ucense Law tor the following reason: | | I, as owner of the property or my employees with wages as their sole compensation, willdotheworkandthe 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 wort 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 buifd or improve for the purpose of sale). I I 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 contractors) licensed pursuant to the Contractor's License Law). | I I am exempt under Section Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. I [Yes I [NO 2.1 (have / have not) signed an application for a building permit for the proposed wort. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I .have hired the following person to coordinate, supervise and provide the major work (include name /address / phone / contractors' license number): 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): x£f PROPERTY OWNER SIGNATURE DATE THJS SECf I ON FOR l\« O N - R JE S 1 DEJSITJ At BUI tOiJSfG PERM J tS O N L Y Is the applicant or future building occupant required to submit a businessman, 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? I |Yes I ^HMo Is the applicants future building occupant required to obtain a permit from the air pollution control district or air quality management district? I lYes tMNo Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? I lYes IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPAN ~ EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ^e » N s r R u c T i o N L E N DING A G EMC Y I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name A//A- Lender's Address A PPLICAN T I certify that I have read the application and state that the above Information Is correct and that the irrfonration on tte plans is accurate. I agreetoromplywrft all City oriiram OSHA.1 An OSHA permit is required for excavations over 50' deep and (lem^^acon^cl^cfStniauresaaerSsiDnesmti^gtt EXPIRATION: Every permit issued by the Building Official under the provisions oflUs Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180days from the date of such permit or if the tjuildje or work authorizedJjy syqyWiissusrjendedcfatjar^nedatarrytoa^ ^APPLICANT'S SIGNATURE uV7^ /) JA />//J / '^ A^>Ov/7 - *JSfiAAVi V, /4/>& DATE City of Carlsbad Final Building Inspection Dept: Building Engineering Planning CMWD StLite Fire Plan Check #: Permit#: Project Name: Address: Contact Person: Sewer Dist: Inspected , Bv: /4I Inspected Bv: Inspected Bv: Comments: CB101635 US BANK- 585 SF BUILT INSIDE STATER BROTHERS STORE 2687 GATEWAY RD PAULHANSEN Phone: 6786184708 CA Water Dist: CA _,,-""'" Date , i A 3^/?Xx Inspected: \ \ ! i',"^ IL/ . \ ' 1 Date Inspected: Date Inspected: Date: Permit Type: Sub Type: Lot: 0 ! l Approved: \/ Approved: Approved: 11/05/2010 Tl COMM Disapproved: Disapproved: Disapproved: City of Carlsbad Bldg Inspection Request For: 11/10/2010 Permit# CB101635 Inspector Assignment: TP Title: US BANK- 585 SF BUILT INSIDE Description: STATER BROTHERS STORE Type:TI Sub Type: COMM Phone: 6786184708 Job Address: 2687 GATEWAY RD Suite: Lot: 0 Location: Inspector: OWNER STATER BROS MARKETS <LF> LNR CPI BRESSI RETAIL L Owner: STATER BROS MARKETS <LF> LNR CPI BRESSI RETAIL L Remarks: FIRE IS COMING 1ST THING AM Total Time: Requested By: PAUL HANSEN Entered By: CHRISTINE CD Description Act _ Comments 19 Final Structural 39 Final Electrical Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# CV090127 CLOSED O- A-FRAME SIGN ON SIDEWALK; CV090269 CLOSED Z - BANNER; PCR08078 ISSUED STATER BROS-VARIOUS REVISIONS; SEE ATTACHED TRANSMITTAL Inspection History Date Description Act Insp Comments 11/05/2010 89 Final Combo NR RB 11/03/2010 89 Final Combo NR PY NEED SPECIAL INSPECTION PER TIM 10/29/2010 14 Frame/Steel/Bolting/Welding CO TP NEED S INSP FOR ANCHORS 10/29/2010 34 Rough Electric NR TP Daily FIELD INSPECTION REPORT Project Name: U.S. Bank inside Stater Bros. # 186 Address; 2687 Gateway Road Project* Page 1 of 1 Date 11.04.10 City and State:Carlsbad, California Client: Viacon, Inc. Paul Hason (project manager) General Contractor: Building Permit #: Issued By: City of Carlsbad CB 101635 Structural Engineer: Plan# OSHPD #: INSPECTION X Concrete Prestress Concrete Masonry Structural Steel Fireprooflng Foundations • Non-Destructive Batch Plant Soils Technician Mechanical Electrical Epoxy Installation Roofing Waterproofing Inspector of Record Reinforcing Steel MAT! SAMPLING QTY, Soil Base Subgrade Asphalt Concrete Concrete Cylinders Cone. Flex Beams Reinf . Steel Tendon (PT Strands) Mortar Samples Grout Samples Masonry Prisms Masonry Block Steel H. S. Bolts Fireprooflng Roofing Other MATERIAL DESCRIPTION Cone: Mix #/psi Cone: Mix »psi Cone: Mix ft'psi Rinf: Rebar Rinf: W.W.F. Rinf: Tendons Grout Mix #/psi Mortar: Type/psi Units: Block Units: Block Steel H. S. Bolts Metal Decking Electrodes Fireprooflng Other CORRECTIVE ACTION: (IF NECESSARY) N/A Remarks: J3bserved the installation of Tapcon bolts for the wall panels, holes drilled to 3" with a 3/16" drill and using 2 3/4" bolt. A total of 16 installed to the side of the original bolts contractor did not know that special inspection was needed, a total of 30 are now installed on the wall panels. All work has been preformed to the best of my knowledge in compliance with plans and specifications INSPECTOR'S NAME:/J Scottjilewcomb CERT. NO.:ICC # 5077640 (Print Name) // INSPECTOR'S SIGNATURE: TIME-IN: 8:00am TIME-OUT: 12:00pm Total: DATE: FIELD REPRESENTATIVE: City of Carlsbad 10-1635 10/14/2010 EsGil Corporation In (Partnership with government for (Buiftfing Safety DATE: 10/14/2010 a APPLICANT a JURIS. JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-1635 SET: III PROJECT ADDRESS: 2687 Gateway Rd PROJECT NAME: US Bank - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. X] 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. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Randall Phillips Telephone #: In Person Date contacted: 10/14/10 (by: CM) Fax #: Mail Telephone Fax In Person XI REMARKS: Attached is one complete set of approved plans and 2 replacement sheets to be inserted into the city set of plans to make an approved 2nd set of plans. By: Chuck Mendenhall Enclosures: EsGil Corporation D GA D EJ D PC walk in EsGil Corporation In Partnership wild government for (Building Safety DATE: 10/13/2010 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 10-1635 SET: II PROJECT ADDRESS: 2687 Gateway Rd PROJECT NAME: US Bank - TI VIEWER The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. l The plans transmitted herewith will substantially comply with the jurisdiction's 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. XI 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. XI The applicant's copy of the check list has been sent to: Viacon Inc / Sherry Capps 70 Banks Rd P.O. Box 2818, Stockbridge GA 30281 Esgil Corporation staff did not advise the applicant that the plan check has been completed. XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Sherry Capps Telephoned 770-507-9913 Date contacted: i o(/*f fro (by: F-) Fax #: 770-507-9536 Mail ' Telephone Fax*/ In Person REMARKS: By: Doug Moody (by AG) EsGil Corporationn GA n EJ n PC Enclosures: 10/07/2010 9320 Chesapeake Drive, Suite 2Q8 + San Diego, California 92123 * (858)560-1468 * Fax (858) 560-1576 City of Carlsbad 10-1635 10/13/2010 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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 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, tngineering and Fire Departments until review by EsGil Corporation is complete. 3. Show a level area, or landing, per Section 1133B.2.4.2: a) >60" in the direction of door swing. k) >48" in the direction opposite the door swing (or 44" if doors don't have latches or closers) The required 60 inch clearance has not been provided. Please correct and resubmit. 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 Q No a 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 Doug Moody (by AG) at Esgil Corporation. Thank you. EsGil Corporation In Partnership with government for (Building Safety DATE: 9/13/10 OAEELJCANT" JURISDICTION: City of Carlsbad a PLAN REVIEWER a FILE PLAN CHECK NO.: 10-1635 SET: I PROJECT ADDRESS: 2687 Gateway Rd PROJECT NAME: US Bank - TI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's 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. XI 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. X] The applicant's copy of the check list has been sent to: Viacon Inc / Sherry Capps 70 Banks Rd P.O. Box 2818, Stockbridge GA 30281 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:/Sherry Capps Telephone #: 770-507-9913 Date contacted: °l/[ </// 0 (tyyAfy Fax #: 770-507-9536 Mail Telephone_|/'Fax \/ir\ Person REMARKS: By: Doug Moody Enclosures: EsGil Corporationn GA n EJ n PC 9/7/10 9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 * (858)560-1468 + Fax (858) 560-1576 City pf Carlsbad 10-1635 9/13/10 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK NO.: 10-1635 OCCUPANCY: B TYPE OF CONSTRUCTION: IIIB ALLOWABLE FLOOR AREA: SPRINKLERS?: YES REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 9/3/10 DATE INITIAL PLAN REVIEW COMPLETED: 9/13/10 JURISDICTION: City of Carlsbad USE: Bank ACTUAL AREA: 585sf STORIES: 1 HEIGHT: OCCUPANT LOAD: 5 DATE PLANS RECEIVED BY ESGIL CORPORATION: 9/7/10 PLAN REVIEWER: Doug Moody FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the International 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 2007 CBC, which adopts the 2006 IBC. 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. 105.4 of the 2006 International 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, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. City of Carlsbad 1O-1635 9/13/10 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial 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 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. 1. Provide a section view of all new interior partitions. Show: a) Type, size and spacing of studs. Indicate gauge for metal studs. Specify manufacturer and approval number or indicate "to be ICBO approved". b) 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). c) Wall sheathing material and details of attachment (size and spacing of fasteners). d) Show height of partition and suspended ceiling, and height from floor to roof framing or floor framing. 2. Please provide notes on the plans to show the suspended ceilings in Seismic Design Categories D, E & F comply with ASCE 7-05 Section 13.5.6.2.1 as follows: a) All ceilings shall use a Heavy Duty T-bar grid system. b) The width of the perimeter supporting closure angle shall be not less than 2 inches. c) In each orthogonal horizontal direction, one end of the ceiling grid shall be attached to the closure angle. d) The other end in each horizontal direction shall have a %" clearance from the wall and shall rest upon and be free to slide on a closure angle or a listed assembly. e) Ceilings without rigid bracing must have 2" oversize trim rings for sprinklers and other ceiling penetrations. 3. Please note in the general wiring notes on the plans "AC Cable is not allowed in A, B, E, H, F, M, S 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 10-1635 9/13/10 4. Please indicate on the lighting plans the location of the automatic time switch and the bypass switch indicated in the LTG-1-C documents. 5. When new rooms or spaces are constructed and the existing mechanical system is not to be altered other than relocation of existing duct work; please note or show mechanical ventilation will be provided capable of supplying the minimum rate of outside air required per minute per occupant as shown in Table 4-1 of the UMC. Q. Show that the minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, per Section 1133B.2.4.3: a) >18" at interior conditions. b) >12" on the push side, if the door has both a latch and a closer. Figure 11B-26A. 7. Show a level area, or landing, per Section 1133B.2.4.2: a) >60" in the direction of door swing. b) >48" in the direction opposite the door swing (or 44" if doors don't have latches or closers) 8. Please revise the plans to show a disabled accessible counter located at a section of the checkwriter counter that is at least 36" long and no more than 28" to 34" high (flip-up or folding counters are only permitted in existing buildings when a finding of unreasonable hardship is found by the building Official). Section 1122B.5. 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 Q No a 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 Doug Moody at Esgil Corporation. Thank you. City of Carlsbad 1O-1635 '9/13/10 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PLAN CHECK NO.: 10-1635 PREPARED BY: Doug Moody DATE: 9/13/10 BUILDING ADDRESS: 2687 Gateway Rd BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: IIIB BUILDING PORTION Tl ' Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) 585 cb RIHn Permit- FPP hv HrHinanrp ^ Valuation Multiplier 46.56 By Ordinance Reg. Mod. VALUE ($) 27,238 27,238 $274.02 Plan Check Fee by Ordinance Type of Review: l~~1 Repetitive FeeRepeats Complete Review D Other ,—I Hourly EsGil Fee Structural Only Hr. @ $178.11 $153.45 Comments: Sheet 1 of 1 macvalue.doc + PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB ADDRESS RESIDENTIAL RESIDENTIAL ADDITION MINOR « $17,000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE DATE ?//? //d Docs/Misforms/Planning Engineering Approvals PLANNING/ENGINEERING APPROVALS PERMIT NUMBER CB 10-1635 DATE 9/3/10 ADDRESS 2687 Gateway Rd RESIDENTIAL ADDITION- MINOR (<17,000.00) RETAINING WALL VILLAGE FAIRE POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING OTHER PLANNER ENGINEER DATE 9-3-70 DATE H:\ABMlN\COIINTER/PLANNlNC/ENGINEEWNG APPROVALS Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 10-12-2010 Reviewed by: Name: Address: VIACON INC 70 BANKS RD STOCKBRIDGE GA 30281 COPY Permit #:CB 101635 Job Name: US BANK- 585 SF BUILT INSIDE Job Address: 2687 GATEWAY RD CBAD Jthis time, this office cannot adequately condi careruUj^ull tUllillicnts attached. Please resubmit the necessary pi Conditions: Cond:CON0004186 [NOT MET] *** Bubble ALL Changes**** 1. Reference California Fire Code, 2007 edition in notes. 2. Sheet 02- Provide hardware schedule for doors. Add the following note: Show door hardware schedule. All exits shall comply with CBC 1008.1.8.3 Only main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.8.3. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. 3. Add the following note: "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon systems and other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" Entry: 09/10/2010 By: cwong Action: CO Cond:CON0004211 [MET] **APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUEANCE OF A BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTIONS, ANY REQUIRED TESTS, FIRE DEPARTMENT NOTATIONS, CONDITIONS IN CORRESPONDENCE AND COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE ANY VIOLATION OF THE LAW. Entry: 10/12/2010 By: cwong Action: AP Carlsbad Fire Department Plan Review Requirements Category: TI, COMM Date of Report: 09-10-2010 Reviewed by: Name: VIACON INC Address: 70 BANKS RD STOCKBRIDGE GA 30281 BLDG Permit #: CB101635 Job Name: US BANK-585 SF BUILT INSIDE Job Address: 2687 GATEWAY RD CBAD 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, with changes "clouded", to this office for review and approval. Conditions; Cond: CON0004186 [NOT MET] *** Bubble ALL Changes**** 1. Reference California Fire Code, 2007 edition in notes. 2. Sheet 02- Provide hardware schedule for doors. Add the following note: Show door hardware schedule. All exits shall comply with CBC 1008.1.8.3 Only main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side in accordance with CFC 1008.1.8.3. All others shall be no knowledge, single action in accordance with CFC 1008.1.8 and 1008.1.8.4. 3. Add the following note: "(If required) Complete plans and specifications for fire alarm systems, fire extinguishing systems, including automatic sprinklers and wet and dry standpipes; inert/halocarbon systems and other special types of automatic fire protection systems and appurtenances thereto shall be submitted to Carlsbad Fire Department for review and approval PRIOR to installation. (CFC 901.2)" Entry: 09/10/2010 By: cwong Action: CO Job No. 10-765 Sheet No. 1 CLIENT: ArcVision Inc. 1950 Craig Road, Suite 300 St. Louis, MO PROJECT: Wall panels for US Bank in: Stater Bros. #186 2687 Gateway Road Carlsbad, CA By Richard Dahlmann, P.E. Date 9/10 GENERAL INFORMATION: CARUSO TURLEY SCOTT, INC. consulting structural 1215W. RioSalado Tempe, Arizona 85281 480/774-1700 480/774-1701 (FAX) File: T:\ENG\FORMS\CALC COVER SHEET.DOC CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe.AZ 85281 1:480-774-1700 F: 480-774-1701 Job Name Job No. By _ Sheet No. Date ^'t Tf~* t, f -v \ '<-." . 3,0 , O Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.1305 Longitude = -117.2522 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009999999776482582 deg grid spacing Period Sa . (sec) (g) 0.2 1.099 (Ss, Site Class B) 1.0 0.417 (81, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.1305 Longitude = -117.2522 Spectral Response Accelerations SMs and SM1 -^ -- I ^ „ ? ^ SMs = Fa x Ss and SM1 = Fv x S1 ^ j-»- —- Site Class D - Fa = 1.06 ,Fv = 1.583 . H £ \ ^ - . r f - •?.» •Period Sa (sec) (g) ,_ t -^-j 0.2 1.165 (SMs, Site Class D) 1.0 0.660 (SM1, Site Class D) £T Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 33.1305 Longitude = -117.2522 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.06 ,Fv = 1.583 Period Sa (sec) (g) 0.2 0.776 (SDs, Site Class D) 1.0 0.440 (SD1, Site Class D) CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe.AZ 85281 1:480-774-1700 F: 480-774-1701 Job Name Job No. By Sheet No. Date a/7.' "Vcf "- P <' Wood Column Jtfg^IJUi tl^Hi!l[?i!8fj!i!iti%£li Description: built up stud Fife H:\ENG10\enercalc\enefcalc\wall panel.ec6 ENERCALC, INC. 1983-2010, Ven 6.1.51 ^License Owner?;CARUSO TURLEYSeOTT General Information Code Ref : 2006 IBC, ANSI / AF&PA NDS-2005 Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height ( Used for non-slender calculations ) Wood Species Wood Grade Fb- Tension 1, 200.0 psi Fv Fb-Compr 1,200.0 psi Ft Fc-Prtl 1,1 00.0 psi Density Fc-Perp 1,1 00.0 psi E : Modulus of Elasticity ... X-x Bending Basic 1 ,500.0 Minimum 1 ,500.0 8.0 ft 140.0 1,200.0 33.0 y-y Bending 1,500.0 1,500.0 Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Psi Ix PSi |y pcf Axial 1, 500.0 ksi Rracfi nnnriitinn fnr dp. Trus-Joist TimberStrand 1 .50 in Allowable Stress Modification 2.0 in 3.750 inA2 1 .953 inM 0.7031 inM flection Chuckling? Cf or Cv for Bending Cf or Cv for Compression Cf or Cv for Tension Cm: Wet Use Factor Ct : Temperature Factor Cfu: Flat Use Factor Kf : Built-up columns Use Cr : Repetitive ? ilnnn columns : Factors 1.0 1.0 1.0 1.0 1.0 1.0 1.0 No NDS 15. (non-gib Load Combination 2006 IBC & ASCE 7-05 Applied Loads X-X (width) axis: Fully braced against buckling along X-X Axis Y-Y (depth) axis: Unbraced Length for Y-Y Axis buckling = 8 ft, K = 1.0 Service loads entered. Load Factors will be applied for calculations. Column self weight included: 6.875 Ibs * Dead Load Factor AXIAL LOADS... D: Axial Load at 8.0 ft, D = 0.0540 k BENDING LOADS... Lateral Load: Lat. Uniform Load creating Mx-x, E = 0.0070 k/ft DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial-ending Stress Ratio = 0.4295 :1 Load Combination +D-K).70E+H ' Governing NDS Formla Comp + Mxx, NDS Eq. 3.9-3 Location of max.above base 3.973 ft At maximum location values are... Applied Axial 0.06088 k Applied MX -0.03920 k-ft Applied My 0.0 k-ft Fc: Allowable 263.66 psi Maximum SERVICE Lateral Load Reactions .. Top along Y-Y 0.0280k Bottom along Y-Y 0.0280k 0.0k Bottom along X-XTop along X-X Maximum SERVICE Load Along Y-Y -^222fe>'' at for toad rambinaffifTEOnly Along X-X / 0.0 in at for load combination: n/a Other Factors used to/calculate allowable stresses... 0.0 k 4.027 ft above base 0.0 ft above base PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results 0.04667 : 1 +D-KJ.70E-4I 0.0ft 6.533 psi 140.0 psi 1 Bending Cf or Cv: Size bWd factors 1.000 Compression 1.000 Tension Load Combination -H3 •HWJJOE-HH -*TX}.750Lr+0,750L-t0.5250E-^ +D-H)J50L-t0.750S-t0.5250E+H -•0.60DH-0.70E-HH Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.07696 /"O3236 / 0.3236 / 0.4125 PASS ' PASS PASS PASS PASS 0.0ft 3.973ft 4.027ft 4.027ft 3.973ft Maximum Shear Ratios Stress Ratio Status Location 0.0 0.04667 0.0350 0.0350 0.04667 PASS PASS PASS PASS PASS 8.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft Maximum Reactions - Unfactored Note: Only non-zero reactions are listed. Load Combination 1 D Only \ EOnly \ D->£ X X-X Axis Reaction Y-Y Axis Reaction ©Base @Top ©Base @Top 0.028 , ^ 0-028 -0.028 -0.028 "X. Wood Column FL.ic.#:KW-06Q00624 Description: built up stud Maximum Deflections for Load Combinations - Unfactored Loads File: H:\ENG10tenercalc\enercalc\wall panel.ec6 ENERCALC, INC. 198J-2010, V<?r 6.1.51 license Owner; CARUSO TURLEY SCOTT Load Combination DOnly EOnly Sketches Max. X-X Deflection 0.0000 in 0.0000 in 0.0000 in Distance 0.000 ft 0.000ft 0.000 ft Max. Y-Y Deflection 0.000 in -0.005 in -0.009 in Distance 0.000 ft 8.000 ft 7.946 ft v Wr"! i, V ^ *' "• %>V ^ "Si *^ ~\i^4A. "CJ:\ c *^ 'j. <v^ ^ i'^T3!sf*, - ,U f••«,.'- **">• ''iwr' >*v ^iJ ^ir f^n i -^ vs. ^.ij""X S. ^ j^ -,- * '-.ys- ? fe "'•ft. %r xfl?* * 4 * "^ -f " "t t_M, ___ I Loads are total entered value. Arrows do not reflect absolute direction. Wood Beam Design SiEOTI Description: top plate Material Properties File: H:\ENG10\enercalctenercalc\wail panel.ecS ENERQALC, INC. 1983-2010, Ver 6.1.51 License Owner : CARUSO TURLEY SCOTT Calculations per IBC 2006, CBC 2007, 2005 NDS Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species : Wood Grade : Beam Bracing : Completely Unbraced t ' tI ; .•-• / ' - - Fb - Tension Fb - Compr Fc-Prll Fc - Perp Fv Ft E(0.02) t 1 ,200.0 psi 1, 200.0 psi 1,1 00.0 psi 1,1 00.0 psi 140.0 psi 1,200.0 psi + E : Modulus of Elasticity Ebend-xx 1 Eminbend-xx 1 Density *- •• • ' • 1 ,500.0ksi ,500.0 ksi 34.0pcf 0.750X2.0 Span = 4.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: E = 0.020 k/ft, Tributary Width = 1.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb: Actual = FB : Allowable = Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0,572 1 Maximum Shear Stress Ratio 0.750 X 2.0 Section used for this span 672.00 psi fv: Actual 1,174.26psi Fv : Allowable +D->{).70E-HH Load Combination 2.000ft Location of maximum on span Span # 1 Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = r7 Ratio = 31u -= . in Ratio-= —Q^fBO 0<360 0_<360 o1 Design OK 0.200 :1 0.750 X 2.0 28.00 psi 140.00 psi -*CW).70E+H 4.000ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Segment Length •O-tOJOE+H Length = 4.0 ft Span# 1 / Max Stress Ratios M V ^ — x7'o.pr 0.200 Summary of Moment Values cd 1.000 +0-t0.750Lr^0.750L-K).5250E+H >T Length = 4.0 ft 1 /0.429 0.150 1.000 +D+0.750LK).750S-K).5250E-ii/ Length = 4.0 ft +0.60D-t0.70E+H Length = 4.0 ft V / /1 0.429 0.150 0.572 0.200 1.000 1.000 c f/v 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Cr Cm 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 -1.000 1.000 1.000 1.000 1.000 ct cfu 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Mactual 0.03 0.02 0.02 0.03 fb-design 672.00 504.00 504.00 672.00 Fb-altow 1,174.26 1,174.26 1,174.26 1,174.26 Summary of Shear Values Vactual 0.03 0.02 0.02 0.03 fv-deskjn Fv-allow 28.00 140.00 21.00 140.00 21.00 140.00 28.00 140.00 Overall Maximum Reflections - Unfactored Loads Load Combination EOnly \ Span Max, 1 , "-" Defl 0.1548 Location in Span 2.020 Load Combination Max. "+" Defl 0.0000 Location in Span 0.000 CARUSO TURUEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempo, AZ 85281 7:480-774-1700 F: 480-774-1701 Job Name Job No. \ By . Sheet No. Date J3f r HO , J ' " CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempo, AZ 85281 T: 480-774-1700 F: 480-774-1701 Job Name Job No. _ lvj-"?CC By Sheet No. Date 1 -DC *-9-4 Q, "f IA> s./^d-: -' Connection Calculator Page 1 of2 Connection Calculator www.awc.org Design Method Connection Type) Fastener Type] | Loading Scenario [Allowable Stress Design (ASD) jrj | Lateral loading [Nail 31 -ill I Single Shear j*J Submit Initial Values Main Member Type) Main Member Thickness Side Member Type) Side Member Thickness Nail Type) Nail Size) Load Duration Factor) Wet Service Factor) End Grain Factor) Temperature Factor) Diaphragm Factor) Douglas Fir-Larch 0.75 in. Steel 14 gage Box [6d~(icr= 0.099 in.; L = |C_D = 1.0 fc3i=i:o ^C_eg = 1.0 |C_t = 1.0 JQ_di = 1.0 Calculate Connection Capacity Connection Yield Mode Descriptions J Limits <rf_Use_J Diaphragm Factor Help Load Duration Factor Help Technical Help Show Printable View Connection Yield Modes Im j[l57 Ibs. Is II 209 Ibs. 67 Ibs. Him ||77 Ibs. Ills 1 iv 60 Ibs. 76 Ibs. Adjusted ASD Capacity 60 Ibs. Fastener length exceeds total connection thickness • Nail bending yield strength of 100000 psi is assumed. • The Adjusted ASD Capacity does not apply for toe-nails installed in wood members. http://awc.org/calculators/connections/ccstyle.asp?design_method=ASD&connection_type... 9/28/2010 Connection Calculator Page 2 of 2 • Length of tapered tip is assumed to be two times the nail diameter for calculating dowel beari main member. • The Adjusted ASD Capacity only applies for nails that have been driven flush with the side me does not apply for nails that have been overdriven into the side member. • ASTM A36 Steel is assumed for steel side members 1/4 in. thick, and ASTM A653 Grade 33 S for steel side members less than 1/4 in. thick. While every effort has been made to insure the accuracy of the information presented, and special i made to assure that the information reflects the state-of-the-art, neither the American Forest & Pa[ nor its members assume any responsibility for any particular design prepared from this on-line Con Calculator. Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and Da Washington State University. Support for development of the Connection Calculator was provided b Am erica n_WoQd_Counci{. http://awc.org/calculators/connections/ccstyle.asp?design_method=ASD&connection_type... 9/28/2010 CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe.AZ 85281 T. 480-774-1700 F: 480-774-1701 Job Name Job No. U:/70r By . Sheet No. Date «f • -F OJ 5 - - „L" -1 CARUSO TURLEY SCOTT consulting structural engineers 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 T: 480-774-1700 F: 480-774-1701 Job Name Job No. By U Sheet No Date OO C") I.'5 x." o Wood Column WMMSMffiffiflffii Description: built up stud w/ shelves File: H:\ENG10tenercalc\enercate\wall panel.ecS ENERCALC, INC. 1983-2010, Ver. 6.1.51 Licence Owner-: CARUSO TORLEY SCOTT General Information Code Ref : 2006 IBC, ANSI / AF&PA NDS-2005 Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height 8.0 ft ( Used for non-slender calculations ) Wood Species Wood Grade Fb- Tension 1, 200.0 psi Fb - Compr 1 ,200.0 psi Fc-Prll 1,1 00.0 psi Fc-Perp 1,1 00.0 psi E : Modulus of Elasticity . . . Basic Minimum Fv Ft Density x-x Bending 1,500.0 1,500.0 140.0 1,200.0 33.0 y-y Bending 1 ,500.0 1 ,500.0 Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Psi Ix PSI |y pcf Axial 1, 500.0 ksi Rranfi nnnrlition for rte Trus-Joist TimberStrand 1.50 '" 2.0 in 3.750 in*2 1 .953 inA4 0.7031 in*4 flfidion (hunklir Allowable Stress Modification Cf or Cv for Bending Cf or Cv for Compression Cf or Cv for Tension Cm: Wet Use Factor Ct : Temperature Factor Cfu: Flat Use Factor Kf : Built-up columns Use Cr : Repetitive ? irrt alnnn mliimns : Factors 1.0 1.0 1.0 1.0 1.0 1.0 1.0 No NDS 15.3.2 (/?Gfl-c?/b only) Load Combination 2006 IBC & ASCE 7-05 Applied Loads X-X (width) axis: Fully braced against buckling along X-X Axis Y-Y (depth) axis Unbraced Length for Y-Y Axis buckling = 8 ft, K = 1.0 Service loads entered. Load Factors will he applied for calculations. Column self weight included : 6.875 Ibs * Dead Load Factor AXIAL LOADS... D: Axial Load at 8.0 ft, D = 0.0540, L = 0.0750 k BENDING LOADS... Lateral Load: Lat. Uniform Load creating Mx-x, L = 0.00630, E = 0.0070 k/ft DESIGN SUMMARY Bending & Shear Check Results PASS Max. AxiaMtending Stress Ratio = Q 3066 :1 Load Combination +D+0.750Lr+0.750L+0.5250E+H ' Governing NDS Formla Comp + Mxx, NDS Eq. 3.9-3 Location of max.above base 3.973 ft At maximum location values are... Applied Axial 0.1171k Applied MX -0.06720 k-ft Applied My 0.0 k-ft Fc: Allowable 263.66 psi PASS Maximum Shear Stress Ratio = 0.080 :1 Load Combination +D-K3.750Lr+0.750L-K).5250E+H Location of max.above base 0.0 ft Applied Design Shear 11.20 psi Allowable Shear 140.0 psi Load Combination Results Maximum SERVICE Lateral Load Reactions .. Top along Y-Y 0.05320k Bottom along Y-Y 0.05320k Top along X-X 0.0k Bottom atong X-X 0.0k Maximum SERVICE Load Lateral Deflections... Along Y-Y -OxflSiTin at 4.027ft above base for load combin Along X-X 0.0 ir\ at 0.0 ft above base for load combination: n/a Other Factors used to calculate allowabje stresses... Bending Compression Cf or Cv: Size based factors / 1.000 1.000 Tension Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination +D -tO-H-H-H +D+0.750Lr-K).750L+H +D-t0.750L*{).750S+H -fD-tOJOE-fH -HD+0.750LM).750L-K).750W+H -fD-f0.750L+0.750S->0,750W+H 40+0.750Lr40.750L+0.5250E+H 4CM).750L-t0.750S-K).5250E+H XJ.60DH0.70E+H Stress Ratio 0.07696 0.6342 0.4633 0.4633 0.4295 0.4633 0.4633 0.8065 0.8065 0.4125 Status PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS Location 0.0ft 4.027ft 4.027 ft 4.027 ft 3.973ft 4.027ft 4.027ft 3.973ft 3.973ft 3.973ft Stress Ratio 0.0 0.060 0.0450 0.0450 0.04667 0.0450 0.0450 0.080 0.080 0.04667 Status PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS Location 8.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0ft 0.0 ft 0.0 ft 0.0ft 0.0 ft Wood Column lLici# : KWr06000624 Description : built up stud w/ shelves Maximum Reactions - Unfactored Load Combination DOnly LOnly EOnly D+L D+E D-H.+E File: H:\ENG10\enercalc\enercalc\wall panel.ec6 | ENERCALC, INC. 1983-2010, Ver. 6.1.51 | ^ '•-:-. y .. ^'^•:->'i~.fi^:- i- License Owner : CARUSO TURLEY: SCOTT Note: Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction @Base @Top ©Base @Top 0.025 -0.025 0.028 -0.028 0.025 -0.025 0.028 -0.028 0.'053 -0.053 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination DOnly LOnly EOnly D+L D+E D+L+E Sketches Y * V IV # ^ ,*V^ «*C ^^^4«r* f i s -1^1 ^gf* ^Sjp,3t^^ 1 * ^! . . . J Max. X-X Deflection Distance Max. Y-Y Deflection Distance 0.0000 in 0.000 ft 0.000 in 0.000 ft 0.0000 in 0.000ft -0.004 in 8.000ft 0.0000 in 0.000 ft -0.005 in 8.000 ft 0.0000 in 0.000 ft -0.004 in 8.000 ft 0.0000 in 0.000ft -0.005 in 8.000ft 0.0000 in 0.000ft -0.018 in 7.946ft I**** 1 - " " r#* Cf "t- fel^rJi^Aj x **$Kr 1 ^ ,.W II i .. T~l 1 i ' — It— _J O.DlWf SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# HV# BP DATE The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency withjurisdiction prior to plan submittal. 5. Organic Peroxides 9. 6. Oxidizers 10. T. Pyrophorics 11. 8. Unstable Reactives 12. 1. Explosive or Blasting Agents 2. Compressed Gases 3. Flammable/Combustible Liquids 4. Flammable Solids Water Reactives Cryogenics Highly Toxic or Toxic Materials Radioactives 13. Corrosives Other Health Hazards |Q None of These. PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISIONS (HMD): If questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 Imperial Avenue, 3'" floor, San Dieg Call (619) 338-2222 prior to the issuance of a building permit. FEES ARE REQUIRED. Expected Date of Occupancy: / / YES 1. D 2. D3. n 4. n5. n 6. D NO. LU^s your business listed on the reverse side of this form? (check all that apply). H^Will your business dispose of Hazardous Substances or Medical Waste in any amount? Qr Will your business store or handle Hazardous Substances in quantities equal to or greater than ^^ 55 gallons, 500 pounds, 200 cubic feet, or carcinogens/reproductive toxins in any quantity? HVJWill your business use an existing or install an underground storage tank? BMWill your business store or handle Regulated Substances (CalARP)? 5r Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? the answe o, CA921C D CalAR r to any of the1. P Exempt Date Initials D CalARP Required Date Initials D CalARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution Control District (APCD), 10124 Old Grove Road, San Diego, CA 92131-1649, telephone (858) 586-2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 4 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. 1.YES D NO 2. n 3. 4. Dn NU/- GJ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at http://www.sdapcd.ora/infoffacts/Dennits.pdf. and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). D (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)?(Public and private schools may be found after search of the California School Directory at http://www.cde.ca.gov/re/sd/: or contact the ppropriate school district). Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? vVill there be demolition involving the removal of a load supporting structural member? Briefly describe business activities:Briefly describe oroposed project: under penalty of perjury thatto the best of my knowledge and beJiefthe responses mad^Jrerein are true and correct. ' Name of owne or Agent Date FOR OFFICIAL USE ONLY:FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:, BY:DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED COUNTY-HMD APCD RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY COUNTY-HMD APCD RELEASED FOR OCCUPANCY COUNTY-HMD APCD HM-9171 (04/07)County of San Diego - DEH - Hazardous Materials Division 0 1 t > Oo 0 D § O