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Home My WebLink About2081 FARADAY AVE; ; CB112677; PermitA-City of Carlsbad ·1535 Faraday Av Carlsbad, CA 92008 02-01-2012 Commercial/Industrial Permit Permit No: CB112677 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2081 FARADAY AV CBAD Tl Sub Type: Lot#: Status: Valuation: 2121202600 $125,000.00 Construction Type: INDUST 0 NEW Applied: Occupancy Group: Reference #: Entered By: Project Title: PRO PERFORMANCE SPORTS STORAGE RACKS Applicant: CROWN LIFT/ MONTE LANDY 12255 KIRKHAM RD POWAY, CA 92064 619-696-67 4 7 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD#2 Fee BTD#3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedited Plan Review $793.62 $0.00 $555.53 $0.00 $0.00 $26.25 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $4.00 $565.00 Plan Approved: Issued: Inspect Area: Plan Check#: Owner: BIODEC LL C PO BOX 230931 ENCINITAS CA 92023 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF (3105540) PFF (4305540) License Tax (3104193) License Tax (4304193) Traffic Impact Fee (3105541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk ISSUED 12/20/2011 JMA 02/01/2012 02/01/2012 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? ?? TOTAL PERMIT FEES $1,944.40 Total Fees: $1,944.40 Total Payments To Date: $1,944.40 Balance Due: Inspector: fVl · ~ FINAL AP,P~PVAL Date: -0°3! l~f l-"2.-Clearance: _____ _ $0.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as '1ees/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 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 fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has nreviouslv atherwise exnired. ' «~ ~ CITY OF CARLSBAD JOB ADDRESS CT/PROJECT# Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 I 2718 I 2719 Fax 760-602-8558 www.carlsbadca.gov SUITE#/SPACE#/UNIT# # BEDROOMS # BATHROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) 0foY-?l~ vtti~~ EXISTING USE . GARAGE {SF) PATIOS {SF) DECKS{SF) I Plan Check No.CBI\· ,z.tp77 Est. Value S"' (TH Plan Ck. Deposit SWPPP FIREPLACE YESO. CONSTR. iYPE OCC. GROUP AIR CONDITIONING NoO YES0No0 FIRE SPRINKLERS YESONoD APPLICANT NAME (Secondary Contact) ADDRESS CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR BUS. 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 Code} or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). w0mm@m0Q @®@@@ro~~ilo0ro . ' , . . Workers' Compensation Declaration: I hereby affirm under penalty of perjufY one of the following declarations: . ~ I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ have and will maintain wo kerri comp_erisati n as required by Section 3700 of the Labor Code, for the performance of the work foQ:hic~ tris permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. ~\\! ~ Y\ll,( Wl"1.e: Policy No. WC,''.'.\'.?, 1~ q '1 'D'b" Expiration Date l1)1\ /-z;o I 1,..-, , This section need not be completed if the permit is for one hundred dollars ($100) or less. 0 Certificate of Exemption: I certify that in the performance of the work for which this permitis 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 covera s 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, dam or in S 706 of the Labor code, interest and attorney's fees. 25 coNTRAcT0RsIGNATURE ~~~~z-.-:~~ DAGENT .. 0Ai1: /4 -I/ I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D D D 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). I am exempt under Section ____ Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone I contractors' license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address/ phone I type of work): 25 PROPERTY OWNER SIGNATURE 0AGENT DATE Is the applicant or future building occupant required to submit a business.,.ll!2!J, acutely hazardous materials registration fonm or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes LJNo Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a!!:.rulality management district? 0Yes D No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0Yes LJNo IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certify that! have read the application and state that the aboveinformat!on is correct and thatthe information on the plans is accurate. I agree to comply with all Cityordinancesand State laws relatingto building construction. I hereby authorize representative of the City of Carlsbad to enterupon 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 penmit is required for excavations over 5'0' deeP. nd demolition or construction of structures over 3 stories in heighl EXPIRATION: Every permit issued by the Building Official under. e provisions this Code shall expire by limilation and beccme 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 bu' di o work ut rized b c permitis suspended oc bandoned at any time after the workDAisTcoEmmenced fo{r:peJ(o~; 18 :a,ys (Section 106.4.4 Uniform Building Code) . ..@'.S' APPLICANT'S SIGNATURE 4 'lf:I V ' . :~ . ' C City of Carlsbad Bldg Inspection Request For: 03/14/2012 Permit# CB112677 Title: PRO PERFORMANCE SPORTS Description: STORAGE RACKS Type:TI Job Address: Sub Type: INDUST 2081 FARADAY AV Suite: . Location: OWNER BIODEC L L C Owner: BIODEC L L C Remarks: Total Time: Lot: 0 CD Description Act Comments . Inspector Assignment: MC --- Phone: 6192189759 Inspector: Requested By: MONTE Entered By: CHRISTINE 14 Frame/Steel/Bolting/Welding _M_ ___________________ _ 19 Final Structural ~-~.:___..c..c'-~~.__t>....:"-'~~=1'=+------------- Comments/Notices/Holds Associated PCRs/CVs/SWPPPs Original PC# lnsgection Histoiy Date Description Act lnsp Comments 03/07/2012 92 Compliance Investigation co MC NOTICE ATTACHED 02/10/2012 19 Final Structural PA MC SEE CARD, PENDING CITY APPROVAL OF CHANGES 02/10/2012 29 Final Plumbing WC MC ' ' ./ ~ 02/10/2012 39 Final Electrical WC MC 02/10/2012 49 Final Mechanical WC MC EsGil Corporation In (J'artnersliip witli government for <Buifaing Safety DATE: 1/17/2012 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 112677 PROJECT ADDRESS: 2081 Faraday Avenue SET: II PROJECT NAME: Storage Racks for Pro Performance Sports p fo.P15L1CANT t";r'"JURIS. CJ PLAN REVIEWER CJ FILE D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: [g) EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: (by: Telephone#: ) Email: Mail Telephone Fax In Person Fax#: REMARKS: 1.Please r~t AC1 from city I set (at building department) and slipped into city II set (at building dfpartment). 2. Fire Department app@~ed. By: David Yao Enclosures: EsGil Corporation D GA D EJ D PC 1/17 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (J!artnersfiip witfi (]overnment for (}3ui{aing Safety DATE: 12/29/2011 JURISDICTION: City of Carlsbad PLAN CHECK NO.: 112677 PROJECT ADDRESS: 2081 Faraday Avenue SET: I PROJECT NAME: Storage Racks for Pro Performance Sports D APPLICANT (ff"JURl0 D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. [Z] The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [Z] The applicant's copy of the check list has been sent to: Crown Lift Trucks 12725 Stowe Dr. Poway, CA 92064 D EsGil Corporation staff did not advise the applicant that the plan check has been completed. [Z] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Monte (or Felix) Telephone#: 619-696-6747 Date contacted: / 2.,./ 2-C/ / 1, (by: ~) Email: monte.landy@crown.com; felix.rodgriguez@crown.com t Mail ./ Telephone../ Fax In Person D REMARKS: By: David Yao Enclosures: EsGil Corporation 0 GA O EJ O PC 12/22 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 City of Carlsbad 112677 12/29/2011 GENERAL PLAN CORRECTION LIST JURISDICTION: City of Carlsbad PROJECT ADDRESS: 2081 Faraday Avenue DATE PLAN RECEIVED BY ESGIL CORPORATION: 12/22 REVIEWED BY: David Yao FOREWORD (PLEASE READ): PLAN CHECK NO.: 112677 DATE REVIEW COMPLETED: 12/29/2011 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 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. The approval of the plans does not permit the violation of any state, county or city law. • 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? D Yes D No City of Carlsbad 112677 12/29/2011 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE 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 rack layout plan showing the location of all racks. Drive-in rack? Type D? What is the type of rack along grid line G? type A? type B? 2. The rack dimensions shown on rack detail not quite match the dimensions shown on sheet L 1. Does the type A, B and C rack shown on sheet L 1 same rack? Why rack shown on rack detail control? What is the 5 carton flow level shown on type C? Does the load will be more for type C? Please clarify. 3. The dimension shown on rack detail (between the column and beam) for drive-in rack does not quite match the dimensions shown on sheet L 1. Please clarify. 4. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within the building which exceed the quantities listed in CBC 307.1 (1) & (2) . 5. City to field verify that the path of travel from the handicapped parking space to the rack area and the bathrooms serving the rack area complies with all the current disabled access requirements. 6. Indicate the clearance from the new racks to the existing building walls and building columns. Some of the dimensions shown on sheet L 1 were not legible. 7. Obtain Fire Department approval. 8. Provide calculations for the column weak axis bending plus axial for transverse seismic loading. The axial load is the maximum compression load at the base from vertical plus seismic overturning. The column moment will probably be maximum for the lateral load from the base plate to the first diagonal brace (not only to the first horizontal member). 9. The drive-in rack shows double column at bottom 96" of the tall column. The calculation appears to not show double column required.(?). If it is required double column, provide calculation to show the connection between the two column sections is adequate to transfer the proper load. City of Carlsbad 112677 12/29/2011 10. Provide calculation to shows the top tie beam and lower tie beam (detail 4 and 5 on sheet 2) for drive-in rack is adequate. 11. 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 112677 12/29/2011 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: City of Carlsbad PREPARED BY: David Yao PLAN CHECK NO.: 112677 DATE: 12/29/2011 BUILDING ADDRESS: 2081 Faraday Avenue BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier storage racks Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance J .... J Plan Check Fee by Ordinance I ,.. I Type of Review: 0 Complete Review D Repetitive fee =8 Repeats Comments: D Other D Hourly EsGil Fee TYPE OF CONSTRUCTION: Reg. VALUE Mod. per city D Structural Only 1--------11 Hr. @ • ($) 125,000 125,000 $793.62! $515.851 $444.431 Sheet 1 of 1 macvalue.doc + -~ ~~ ~ CITY OF CARLSBAD BUILDING PLANCHECK CHECKLIST QUICK-CHECK/APPROVAL Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov ENGINEERING Plan Check for CB 11-2677 Project Address: 208f FARADAY AVE Project Description: STORAGE RACKS ENGINEERING Contact : Kathleen Lawrence Phone: 760-602-27 41 0 RESIDENTIAL 0 RESIDENTIAL ADDITION MINOR (<$20,000.00) 0 CARLSBAD PREMIER OUTLETS O0THER: Date: 12/21/11 APN: 212-120-2600 Valuation: $125,000 Email: kathleen.lawrence@carlsbadca.gov Fax: 760-602-1052 GZ]TENANTIMPROVEMENT 0 PLAZA CAMINO REAL 0 COMPLETE OFFICE BUILDING r • • -a• -• a -• • -II• -• • -• II -••·-a a -a a -I a -• • -• a -II II~ a II -a II -• II -a II -a•, OFFICIAL USE ONLY I . I ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT BY: KA TH LEEN LAWRENCE REMARKS: Notification of Engineering APPROVAL has been sent to via on DATE: 12/21/11 --.·. -.. -.. -.. -.. -.. -.. -... -·-· -.. -.. -.. -.. -.. -.. -.. -.. -.. -. E-36 Page 1 of 1 REV 4/30/11 «~2> '¥ CITY OF PLANNING DIVISION BUILDING PLAN CHECK APPROVAL Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov CARLSBAD P-29 PERMIT NUMBER CB112677 DATE 12/20/11 ADDRESS 2081 FARADAY AV RESIDENTIAL ADDITION- M·INOR (<17,000.00) RETAINING WALL VILLAGE FAIRE OTHER STORAGE RACKING PLANNER GINA RUIZ P-29 Page 1 o! 1 POOL/SPA TENANT IMPROVEMENT COMPLETE OFFICE BUILDING SOLAR PANELS DATE 12/20/11 07/11 (• \;, Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 01-30-2012 Name: Address: Permit#: CBI 12677 CROWN LIFT/ MONTE LANDY 12255 KIRKHAM RD POWAY,CA 92064 Job Name: PRO PERFORMANCE SPORTS Job Address: 2081 FARADAY AV CBAD Conditions: Cond: CON0005 l 70 tiUILDING DEf"'f~ COPY Reviewed by: _;,,,____~ff-- [MET] Articles I and 24 of the California Fire Code require that that owner/operator obtain a fire departmment issued 'Operational Use' permit for high-piled combustible storage. This permit is issued annually, is not tranferable and is site specific. High piled combustible storage is storage of combustible materials of more than 500 square feet where materials are stored over 12 feet in height from the floor to the top of the storage. For certain high-hazard commodities, storage height over 6 feet will require a permit from the fire department. Entry: 01/26/2012 By: GR Action: AP Cond: CON0005 l 7 l [MET] Exits shall be illuminated at any time the building is occupied with light having intensity of not less than I-foot-candle at floor level. The power supply for exit illumination shall be provided from two sources. A lights-out test shall be conducted by the fire department. Entry: 01/26/2012 By: GR Action: AP Cond: CON0005173 [MET] When two or more exits from a story are required by the California Building Code, exit signs shall be installed at stair enclosure doors, horizontal exits and other required exits from the story. When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress. Exit signs shall be contrasting in color. Entry: 01/26/2012 By: GR Action: AP Cond: CON0005174 [MET] CITY OF CARLSBAD FIRE DEPARTMENT -APPROVED: ~ THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF ~ BUILDING PERMIT. J ' THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 01/26/2012 By: gr Action: AP CONDITIONAL RECOMMENDATION-FOR APPROVAL ..e._ag.E\;,iot2 BLDG. uErTCOP1f CONDITIONS Revise Construction Type over the counter to VB Reference to F-1 Occupancy to be deleted from HPS Report. Means of egress illumination Locations and illumination levels to be field verified. Daryl K. James & Associates, Inc. 205 Colina Terrace Vista, CA 92084 T. {760) 724-7001 Email: kitfire@sbcglobal.net Checked by: Daryl Kit James Date: January 18, 2012 APPLICANT: Monte Landy JURISDICTION: Carlsbad Fire Department PROJECT NAME: SKLZ/Pro Performance Sports · PROJECT ADDRESS: 2081 Faraday Ave. PROJECT DESCRIPTION: CB 112677 Storage Racking This plan review has been conducted in order to verify conformance to minimum requirements of codes adopted by the Carlsbad Fire Department. Th~ items below require correction, clarification or additional information before this plan check can be approved for permit issuance. COMMENTS Tl Building Data Provide Construction Type in accordance with 2010 CBC 602.1. Revise over the counter. V-B v'Clarify the discrepancy between approximate floor area and Page 5 of the High-Piled Combustible Storage Report. ti Describe location(s) and operations of F-1 Occupancy Classification and justify' classifying the entire building as an S-1 as per High-Piled Combustible Storage Report, Page 5. Denote the location(s) of F-1 Group(s). No F-1 occupancies in this building. v' Deferred Submittals NIA HPS Report covers this. List the following: Fire Sprinkler Plans 2010 CFC 901.2 & 2010 NFPA 13 Fire Alarm Plans 2010 CFC 907.1.1 & 2010 NFPA 72 Sheet Index v' Provide a list of Sheet numbers and titles LI Storage Rack Layout v' Storage rack layout shall be to scale. Storage Rack Elevations v' Illustrate height from floor to bottom of roof deck. v' Denote the distance from top of storage-to roof deck. v' Denote the distance from top of storage to bottom of the deflector. Roof Plan v' Provide a roof plan and denote locations, dimensions and distance between smoke and heat vents, in accordance with the High-Piled Combustible Storage Report Page 9 Sec. 4.4. Demonstrate compliance with the requirements set forth in CBC Sections 910.3.1 through 910.3.5.2 and Table 910.3. Page: 1 of 2 ,. Provide a' plan denoting the locations of the following: Means of egress illumination level not less than 1-foot candle at the walking surface throughout the rack storage system, equipped with minimum 90-minute battery backup. CBC 1006 Locations to be field verified. v'lnternally lit exit signs or externally illuminated exit signs with·an intensity of not less than 5 foot-candles, visible throughout the rack storage system, equipped with 90-minute battery backup. CBC 1011 ~ Carlsbad Fire Department Plan Review Requirements Category: TI , INDUST Date of Report: 01-31-2012 Name: Address: CROWN LIFT/ MONTE LANDY 12255 KIRKHAM RD POWAY, CA 92064 Permit#: CBl 12677 Job Name: Job Address: Conditions: PRO PERFORMANCE SPORTS 2081 FARADAY AV CBAD Cond: CON0005170 Reviewed by: ~ [MET] Articles 1 and 24 of the California Fire Code require that that owner/operator obtain a fire departmmeJ.?-t issued 'Operational Use' permit for high-piled combustible storage. This permit is issued annually, is not tranferable and is site specific. High piled combustible storage is storage of combustible materials of more than 500 square feet where materials are stored over 12 feet in height from the floor to the top of the storage. For certain high-hazard commodities, storage height over 6 feet will require a permit from the fire department. Entry: 01/26/2012 By: GR Cond: CON0005171 Action: AP [MET] Exits shall be illuminated at any time the building is occupied with light having intensity of not less than I-foot-candle at floor level. The power supply for exit illumination shall be provided from two sources. A lights-out test shall be conducted by the fire department. . Entry: 01/26/2012 By: GR Cond: CON0005 l 73 Action: AP [MET] When two or more exits from a ~tory are required by the California Building Code, exit signs shall be installed at stair enclosure doors, horizontal exits and other required exits from the story. When two or more exits are required from a room or area, exit signs shall be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction of egress. Exit signs shall be contrasting in color. Entry: 01/26/2012 By: GR Action: AP Cond: CON000517 4 [MET] CITY OF CARLSBAD FIRE DEPAK..cl--±\1'n~ {.... ~ .,., THIS PROJECT HAS BEEN REVIEWED BUILDING PERMIT. -APPROVED: ROVED FOR THE PURPOSES OF ISSUANCE OF THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 01/26/2012 By: gr Action: AP BY ........ G .... OHANIAN .... . RAdK DE~IdN & ENdINEERINd do. 412 WE$T BROADWAY, ~UITE #204 SHEET NO ......... J.. ............. . DATE ... 1.?.::.1.~.::.U ....... . dLENDALE, dA. 91204 JOB NO .... ~.P..:-:-:.U?.~??. ... SUBJECT. ......................... . TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: PRO PERFORMANCE SPORTS LLC 2081 FARADAY AVE. CARLSBAD, CA. 92008 PER CBC 201 0 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3800 #/LEVEL AT PALLET RACKS 900 # / PALLET AT DRIVE-IN RACKS CALCS. 1 THRU 7 DRAWINGS: RD-15825 BY ........ G· ... OHANIAN .... . DATE. ).?:::.~.?.:::L~ ....... . SUBJECT. ......................... . N 0,..... "<I" N 0 Ol 96" f .._. • ... ,,,.~• 'I , •,,~'• •,. ••• ,•, 4".•"-~·•~ PALLET RACK ~[[1x CQ [ 2 3/4" [ Ix= 1.56 sx =.78 Fy :=55KSI. RAdK DE~IdN & ENdINEERINd do. 412 WEST BROADWAY, ~UITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO ....... ] ............. . JOB NO •... ~g_::J.~.~.?.?. .. . r 48" f r 48" f SIDE VIEW LOAD PER BEAM + 25% IMPACT LOAD (3.8Kx.88)+(1.9Kx.25) = 3.8;:: 1.9K 2 sEAMS M= wL2 =23 "K 8 SR= .69<.78 A _ 5xwL 4 _ 48,, L _ 53,, u-384.lx.E -. < 180 -. 48" r r Conterminous 48 States 2009 International Building Code Latitude = 33.1342 Longitude = -117.2858 Spectral Response Accelerations SMs and SM 1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D -Fa = 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 1.207 (SMs, Site Class D) 1.0 0.689 (SM1, Site Closs D) Conterminous 48 States 2009 International Building Code Latitude = 33.1342 Longitude = -117.2858 Design Spectral Response Accelerations SDs and SD1 SEISMIC DESIGN V=~xW Rx1.4 CBC 2010 (SEC. 2208), RMI SPECS. ASCE 7-05 (SEC. 15.5.3) SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D -Fa = 1.033 ,Fv = 1.558 Period Sa S 05 =0.81 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS ·R=6 MOM. CONN. R=4 BRACED W=D.L.+ ~ PALLET LOAD LOAD PER COL. = 2x3.8 K =3.8 K 2 COL. P= .2 DL+ (3.8Kx0.75)=3.0 K W=.2DL+ (3.8;Lx0.67)= 2.7 K V -26 K LONGIT .. V = .40 K TRANS. LONGIT. SEISMIC 0 0) i-----+-·17K ,__ __ _,.._ .09 K 0 t------< (sec) (g) 0.2 0.805 (SDs, Site Class D) 1.0 0.459 (SD1, Site Class D) 5.9"K 5,g"K 11.4 "K 11.4 "K .26K 0 .. .,. ..." .. X BY ........ G •... OHANIAN .... . DATE ... ~.?.:::.l.~::.U ....... . RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY. ~UITE §204 SHEET NO ......... ~ .............. . GLENDALE. dA. 91204 JOB NO •... ~P.:::.1.~.~.~.?. .. . SUBJECT. ......................... . TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS f ,. t~ ~[C7 [~ COMBINED STRESS RATIO Fy=55 KSI Ae=.62 lx=.95 S8 =.6 rx =1.2 r y=1.1 KL_ 90x1 .2 _90 rx -1.2 - KL_ 45 _41 ry -n- Mn=Se,Fy=33 F n=F y(.877)=29 KSI ;\. 2 C Pn=Fn.Ae=18K 2 Pex=~=23 (KL)2 0c=1.8 Oc.P + Ob.Cmx.M = 94<1 Pn Mn.OX · OX=1-OcP = .77 Pex BASE PLATE 0b=1.67 Cinx=.85 ANCH. TENSION = .42 K ANCHOR SHEAR = .13 K (2)-1/2"¢ ANCHORS PER BASE PL., 3" EMB. HILTI KWIK BOLT-TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1 x65=2.3 K 7 /16"¢ RIVET A = . 1 Fy = 79 KSI Pa =. 1 x79x.4 = 3 K BEARING CAPACITY OF COL. HOLE 3.QK t 8"x5"x3/8" BASE PLATE .. . · .... .. J '. . .. .,, .. , ... 5.9"K ~ ( 8,7 "K { J 8.7 "K Ma = (2.3 Kx4")+( 1.1 Kxz") = 11.4 "K 3 PIN CONN. CONN. _) M -.01 xwl 2-1.8 "K END-- M= 8.7"K M=10.5"K SEISMIC TOTAL I I ~ 11.4"K ®-EB-® l 6" i;J" BY ........ G .... OHANIAN .... . RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 SHEET N0 ........ -4 .............. . DATE .. ~ .. ?.:::-.L~:::-:.U ....... . SUBJECT. ......................... . OVERTURNING Mor=.40 Kx2 x184"x0.66 =97"K COL NO UPLIFT LOAD TO DIAGONAL P = .40Kx2x ..2§.. = .93 K 48 Fy=55 KSI A=.29 rx=.46 L= 56" P0 = 2.7 K CHECK WELDS Pn= (1-.O/ L) L.t.Fu = 3.9 K 0= 2.55 En..= 1 .SK x2 = 3.QK 0 SIDES CHECK SLAB 3000 _ 6 0 o' 500 -. "V864=29" 6.0x 144=864 o" M= (7·5 )\soox ..Lx12=1172"# 12 2 S= 12x62 = 72 6 1;;2 = 16 <1.6 .J"zsoo =80 dLENDALE, dA. 91204 JOB NO .... ~.P..::-:.1.?.~.?.?. .. . TEL:(818)240-3810 FAX:(818)240-3813 3.0 K 3.0K TOP LEVEL LOADING 48" ---~ I---'>< t, g -.;t-~ W= 0.20L+ 1.9LL=2.1 K LOAD PER COL. V= .31 K M0r=.31Kx2 x162=99"K COL. NO UPLIFT BOTH SIDES TYP. 1/8 11,t." .rl ~EA· t=.06" TYP 1/8 1" 3000# i ' DI / ol 6" CONCRETE SLAB 2500 PSI. CONC. 500 PSF. SOIL 7" 7.5" 14.5" 29" J O I J BY ........ G .... OHANIAN ... . RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 SHEET NO ......... ?. .............. . DATE .. ~ .. ?:::-.1.~.::.U ....... . SUBJECT. ......................... . 8" 48" 8" 1 4 rr fl 4 r ro "<!" ro "<!" ix, "<!" ix, co N ix, "<!" ·-·~ ~ .. •\ .. ·~ . . . . .. . ... , ............. -~ ·:. : DRIVE-IN RACK LOAD PER COL. = 5x.9 K=4.5 K W=.20L+ (4.5:Lx0.67)=3.2 K V -30K LONGIT .• V = .46 K TRANS. GLENDALE, dA. 91204 JOB NO •... ~.P..:::.1.?.~.?.?. .. . TEL:(818)240-3810 F.AX:(818)240-3813 TOP "X" BRACE 48" 48" AT EVERY OTHER BAY 4 PIN CONN. 3 PIN CONN. ENTRY SIDE VIEW 18"K co -st co -st co -st co co N co -st co -st co -st .30 K 18"K ) I I t BY ........ G •... OHANIAN .... . DATE .. J .. ?.::-:-.1.~.::.U ....... . RAdK DE~IGN & ENdINEERINd do. 412 WEST BROADWAY, ~UITE #204 SHEET NO ......... ~ .............. . QLENDALE, dA. 91204 JOB NO •... ~.P..::.t?.~.?..?. .. . SUBJECT. ......................... . TEL:(818)240-3810 FAX:{818)240-3813 COLUMN ANALYSIS COMBINED STRESS RATIO Fy=55 KSI Ae=.91 I x=1.36 S8 =91 rx =1.2 ry=1.1 KL_ 240 _200 rx -1.2 - KL _..4.5_ -41 ry -1.1 - Mn=Se .Fy= 78 2 Fe=~=7.3 /\.c=~=2.7 c rx) F n = Fy ( ·~r ) = 5.4KSI /\.c >1.5 C Pn=Fn .Ae = 9.7 K 2 Pex=~=6.8 0c=1.8 Oc.P + Ob.Cmx.M = _93< 1 Pn Mn.ax CX=1-OcP =.77 Pex BASE PLATE 0b=1,67 Cmx=.85 ANCH. TENSION = .42 K ANCHOR SHEAR = .12 K (4)-1/2"¢ HILTI KWIK BOLT-TZ ANCHORS PER BASE PL., 3" EMS. ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.105x1 x65=3.4 K BEARING CAPACITY OF COL. HOLE 7 /16"¢ RIVET A = .1 Fy = 79 KSI Pa =. 1 x79x.4 = 3 K Ma =(3.0Kx4")+(1.5Kx2")=15"K 3 PIN CONN. CONN. Ma = (3.0Kx6")+(1.5Kx4") =24 "K 4 PIN CONN. CONN. 3.6 K t 18~ 8"x8"x3/8" BASE PLATE TALL COLUMNS BASE PL. I @l I 0: "' ·ill· I @) I .l 5" SHORT FRAME BASE PL. . ' . ' BY ........ G .... 0 HAN IAN .... . RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ¢UITE #204 SHEET NO ........ .?. .............. . DATE .. ! . .?.:::.~.?.:::.U ....... . dLENDALE, OA. 91204 JOB NO .... ~.P..:::J.~~.?.~ .. . SUBJECT. ......................... . TEL:(818)240-3810 F.AX:(818)240-3813 OVERTURNING 4 K 2 " 4 "K Mor=· 6 x x258 x.66=1 2 COL NO UPLIFT LOAD TO DIAGONAL p = .46 KX2X 12.§_ = 1 .5 K 42 Fy=55 KSI A=.29 rx=.46 L= 56" CHECK WELDS P0 = 2.7K Pn= (1-.Ot1 L) Lt.Fu= 3.9 K 0= 2.55 fn.. = 1 .SK x2 = 3.0K 0 SIDES CHECK SLAB 3600 _7 2 a' 500 -. 'V1036=32" 7 .2x 144= 1 036 a" M= (-9-)\500x ...1..x12= 1688"# 12 2 S= 12x62 = 72 6 17f 8 = 23 <1.6-Jzsoo =80 '~ ,________... u:, .c., t<) 0. ==----+---412 48" BOTH TOP LEVEL LOADING W= .20L+.9LL=1.1 K LOAD PER COL. Mor=·16Kx2 x240"=77"K COL. MR= 1.1Kx48"=53"K UPLIFT= 77-53 = .50 K 48" SIDES TYP. 1/8 11,1. " .H ~EA· t=.06" TYP 1/8 1.5" 3600# i · ... ' . . ' DI ) / DI 6" CONCRETE SLAB 2500 PSI. CONC. 500 PSF. SOIL : :~:-·4·· ~ ···: .: ~ . ·.: •.:1 ~ _:~: 7" 9" 16" 32" BY ........ G· ... OHANIAN .... . DATE .. ..1...--: ... ! .. <?..: .. .l.~ ..... . SUBJECT. ......................... . PA-0 Pa.r-r1llMAfliC€ I RAdK DE~IdN & ENGINEERING do. 412 WE~T BROADWAY, ~UITE #204 dLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 f<t5! foNSc r(> f'c.A"' c1-1cck.. I -7 JctS /hCVr.Jc~ 1'1.-Al'IJ 8 - SHEET NO ......................... . JOB NO •.. B..O . ..tS..8.?..$. .. . le. v<::-ot.-.:: .'-f<, .J H6A(l FLc>l>V ~ V Q ... Q._:: Ai;! -'I rc."._.:::-1· H .. f) \ S'{'"A ,I Cc f/lij P'- ,t. }\-°t\5 "'(""U W<..<l.1.> $f-U'A~ fLl)tv'.::, "{ C, .,c. -,,,.!_9 .::;. • 0 ~ ~ /&.I\Ck I-'-'~ .~ . o c, t-1 t.. { \N"'6L..~ &ctt. 1 t -i" ) ~ * 1 7 k. k D -" 11 I~;; I·'.> ? . l d , ul.c---,_,. --( 8 , ... t<. ,-, ··nip ii c _ 7 'f z._. /JcfAM$ ::-. 3 "'--)('.. q B _ ,,1,t.. -... 7-"L z._ _,,f.<. Mo..(.:,,.,,.J= I=> C\K_ ""~ (~~ :;; '2. $ ' BY ....... 'G .... OHANIAN .... . DATE .. ~?: .. 1.~.:::.U ....... . SUBJECT. ......................... . { ' RAdK DE~IdN & ENGINEERINd do. 412 WE'3T BROADWAY, '3UITE #204 GLENDALE, dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: PRO PERFORMANCE SPORTS LLC 2081 FARADAY AVE. CARLSBAD, CA. 92008 PER CBC 2010 EDITION SECTION 2208 STORAGE RACKS CAPACITY: 3800 # / LEVEL AT PALLET RACKS 900 # / PALLET AT DRIVE-IN RACKS CALCS. 1 THRU 7 DRAWINGS: RD-15825 SHEET NO ......... ~ ............... . JOB NO •... R..P..:-::.1.:?.~??. .. . ' BY ........ G •... OHANIAN .... . DATE .. ! . .?..:::1.~.:::.U ....... . SUBJECT. ......................... . RAdK DE~IdN & ENGINEERING do. 412 WE~T BROADWAY, ~UITE #204 GLENDALE, .dA. 91204 TEL:(818)240-3810 FAX:(818)240-3813 SHEET NO ........ .?. ............. . JOB NO .... ~.P..=.~.:?.~??. .. . r 96" l 48" f ~ f I I 0 Ol '"a. • ~. •.r,.~ •. , .• _ • .,, .......... • ..... ~ ~··· PALLET RACK SIDE VIEW tCQ,x CQ Ix =1.56 sx =.78 Fy =55KSI. LOAD PER BEAM + 25% IMPACT LOAD (3.8 Kx.88)+( 1.9 Kx.25) -3.8-1.9 K -z;~MS WL2 " M= --=23 K 8 SR= .69<.78 l 2 3/4" l b,.= 5xwL4 = 48"<_L_ = 53" 384.lx .E . 180 . SEISMIC DESIGN ~ ( ) Y= Rx 1 .4 xW CBC 2010 SEC. 2208 , RMI ASCE 7-05 (SEC. 15.5.3) Sos =O.81 (USGS WEB SITE, "SITE CLASS D") 1=1 NO PUBLIC ACCESS R=6 MOM. CONN. R=4 BRACED 2 W=D.L.+ 3 PALLET LOAD LOAD PER COL. = 2x3.8 K =3.8 K 2 COL SPECS. LONGIT. SEISMIC Conterminous 48 States 2009 International Building Code Latitude = 33.1342 Longitude = -117.2858 Spectral Response Accelerations SMs and SM 1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D -Fa = 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 1.207 (SMs, Site Class D) 1.0 0.689 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 33. 1342 Longitude = -117.2858 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D -Fa = 1.033 ,Fv = 1.558 Period Sa (sec) (g) 0.2 0.805 (SDs, Site Class D) 1.0 0.459 (SD1, Site Class D) P= .2 DL+ (3.8Kx0.75)=3.0K i-------+--. 17 K 5.9"K -W=.2DL+ (3.s;Lx0.67)= 2.7 K V -26 K LONGIT .. V = .40 K TRANS. 0 0) -----+--.09 K 01-------l 5.9"K 11.4 "K 11 .4 "K 2 "K 0 X < • 'BY ....... 'G .... OHANIAN .... . DATE . ).?.::-:-.. 1.~.::-.. U ....... . RAdK DE$IGN & ENGINEERING do. 412 WEST BROADWAY. ~UITE #204 SHEET NO ......... ~ .............. . QLENDALE. dA. 91204 JOB NO .... ~.P..:::.~.?.~.?.~ .. . SUBJECT .......................... . TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS r 3" V %I ~[~=! ~ COMBINED STRESS RATIO Fy=55 KSI Ae=.62 lx=.95 S8 =.6 rx=1.2 ry=1.1 KL_90x1.2 _90 rx -1.2 - KL_ 45 _41 ry -u- Mn=S8.Fy=33 F 0=F y(.877)=29 KSI i\2 C P0 =Fn .Ae = 18 K 2 Pex=W,=23 0c=1.8 Oc.P + Ob.Cmx.M = 94<1 P0 M0 .ax · ax=1-OcP = .77 Pex BASE PLATE Ob:1.67 Cmx=.85 ANCH. TENSION = .42 K ANCHOR SHEAR = .13 K (2)-1/2"J2! ANCHORS PER BASE PL., 3" EMB. HILTI KWIK BOLT-TZ ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .5x.07x1 x65=2.3 K 7 /16"J2! RIVET A = . 1 Fy = 79 KSI Pa = . 1 x79x.4 = 3 K BEARING CAPACITY OF COL. HOLE 3.QK t . .. . !-· '. . ... ( 8.7 "K . ... .. 8"x5"x3/8" BASE PLATE :/;., { J 8.7 "K Ma = (2.3 Kx4")+( 1.1 Kx2") = 11.4 "K 3 PIN CONN. CONN. _J M -.01xwl 2-1.8"K END-- M= 8.7"K M=10.5"K SEISMIC TOTAL @-EJ3-@ l 6" a· ' ' ' BY. · ...... G .... PHANIAN .... . RAdK DE~IGN & ENdINEERINd do. 412 WEST BROADWAY, ¢UITE #204 SHEET N0 ......... 4. .............. . DATE .. !.l-::-.. ~-~.:-::.U ....... . SUBJECT .......................... . OVERTURNING Mor=.40 ~2 x184"x0.66 =97"K COL. NO UPLIFT LOAD TO DIAGONAL P = .40Kx2x ~ = .93 K 48 Fy =55 KS) A=.29 rx =.46 L= 56" CHECK WELDS P0 = 2,7K Pn = (1-.Ot1 L) Lt.Fu = 3.9 K 0= 2.55 £.o._= 1.5Kx2 : 3.0K 0 SIDES CHECK SLAB 3000 _ 6 0 o' 500 -. -v's64=29" 6.0x144=864 o" M= (7·5 )2xsoox J_x12=1172"# 12 2 S= 12x62 = 72 6 1172 = 16 <1.6 --lzsoo =80 72 GLENDALE, dA. 91204 JOB NO .... ~.P..:-::.1.~.~.?..?. .. . TEL:(818)240-3810 FAX:(818)240-3813 3.0 K 3.0K 48" f-----Q --ms ~~ TOP LEVEL LOADING W= 0.20c-1.9LL=2.1 K LOAD PER COL. V= .31 K NO UPLIFT BOTH SIDES TYP. -~~~ 1/8 0 ' I )01 11/" . ri ~EAx t=.06" TYP 1/8 I o I --~., --~-J DI 1" I I ' o I ,/ ol 3000# t . . ..• 4 4 .. ~ .:1· • : '<I • ., -~ 29" 6" CONCRETE SLAB 2500 PSI. CONC. 500 PSF. SOIL 7" /_ 7.5" 14.5" ' ' , 'G. OHANIAN BY ...................................... . RAdK DE~IGN & ENGINEERING do. 412 WEST BROADWAY, ~UITE #204 SHEET NO ......... ?. .............. . DATE .. L?.:::-.1.~.:::.U ....... . SUBJECT. .. : ...................... . 48" 48" 48" r ff rr • -~··; ,),t,. ·~ ••• '.. • ................. .,_, • DRIVE-IN RACK LOAD PER COL. = 5x.9 K=4.5 K W=.2oL+ (4.S{Lx0.67)=3.2 K V = .30 K LONGIT. V = .46 K TRANS. GLENDALE, dA. 91204 JOB NO •... ~g.:::J?.~.?.?. .. . TEL:(818)240-3810 FAX:(818)240-3813 TOP "X" BRACE 48" 48" AT EVERY OTHER BAY 4 PIN CONN. 3 PIN CONN. ENTRY SIDE VIEW 18"K co -sf" co -sf" co co -sf" co N co -sf" co -sf" co -sf" .30 K 1 s"K . , . ' ' 'G. OHANIAN BY ...................................... . DATE .. ! .. ~.::.~.~.::.U ....... . RAdK DE~IGN & ENGINEERING do . 412 WEST BROADWAY, ¢UITE #204 SHEET NO ......... ?. .............. . GLENDALE, OA. 91204 JOB NO •... ~P.:::.1.~.~.?.?. ... SUBJECT. ......................... . TEL:(818)240-3810 FAX:(818)240-3813 COLUMN ANALYSIS COMBINED STRESS RATIO Fy=55 KSI Ae=.91 lx=1.36 S8 =91 rx =1.2 ry=1.1 KL_ 240 _200 rx -1.2 - KL_ 45 _41 ry -1.1 - Mn=Se .Fy= 78 2 Fe=~=7.3 ( Tx) F -F ( .877 ) -6 4KSI n-y -2--. Ac Pn= Fn .Ae = 9.7 K 2 Pex=~ =6.8 0c=1.8 Oc.P + Ob.Cmx.M =.93<1 Pn Mn.OX OX=1-OcP =.77 Pex BASE PLATE 0b=1,67 Cmx=.85 ANCH. TENSION = .42 K ANCHOR SHEAR = .12 K (4)-1/2"¢ HILTI KWIK BOLT-TZ ANCHORS PER BASE PL., 3" EMB. ESR-1917 SPECIAL INSPECTION IS REQUIRED MOMENT AT BEAM CONNECTION .Sx.105x1 x65=3.4 K BEARING CAPACITY OF COL. HOLE 7 /16"¢ RIVET A = . 1 Fy = 79 KSI Pa = .1 x79x.4 = 3 K Ma = (3.0Kx4")+(1.5Kx2") = 15"K 3 PIN CONN. CONN. Ma = (3.0Kx6")+(1.SKx4") =24 "K 4 PIN CONN. CONN. 3.6 K t 18.:_J 8"x8"x3/8" BASE PLATE TALL COLUMNS BASE PL. ~~@) I ~ ·[-!-}· I ""---11--(@) .l 5" SHORT FRAME BASE PL. • ' • ~G. OHANIAN BY ...................................... . RAdK DE~IGN & ENGINEERING do . 412 WEST BROADWAY, ~UITE #204 SHEET NO ........ .?. .............. . DATE ... 1.?::-:..1.~.::.U ....... . SUBJECT. ......................... . OVERTURNING 4 K " 14 "K Mor=· 6 x2 x258 x.66 = 2 COL NO UPLIFT LOAD TO DIAGONAL P = .46 Kx2x M. = 1 .5 K 42 Fy =55 KSI A=.29 rx =.46 L= 56" CHECK WELDS Pn = (1-.Ot1 L) L.t.Fu = 3.9 K 0= 2.55 .!=.n..= 1.5Kx2 =3.0K 0 SIDES CHECK SLAB 3600 _7 2 a' 500 -' "V1036=32" 7 .2x144= 1036 a" M= (-9-)2x5oox J_x12= 1688"# 12 2 S= 12x62 = 72 6 1;f8 = 23 <1.6 Y250Q =80 QLENDALE, dA. 91204 JOB NO •. ..!.~P..::.1.:?.~.?.~ .. . TEL:(818)240-3810 FAX:(818)240-3813 '~ ..___..,,,, <0-' "' 0.. l==il---1--'k:2 48" TOP LEVEL LOADING V= .16 K Mor= .16Kx2 x240"= 77 "K COL MR = 1.1 Kx48"= 53 "K UPLIFT= 77-53 = .50 K 48" BOTH SIDES TYP. 118 11,1." .H [J ' I )01 I DI ~EA· t=.06" TYP 1/8 ------1] 0 I I ' DI / ol 3600# t 6" CONCRETE SLAB 2500 PSI. CONC. 500 PSF. SOIL • _.dLJ .. ~ . ·"" . : ~ : 4 -~: .q ~4 . . . : 4.:6. ~ . ~ : 7" 9" 16" 32" SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE OFFICE USE ONLY UPFP# ______ _ HV# ________ _ BP DATE'----'---'---- The foll wing 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 with jurisdiction prior to plan submittal. Facility's Square Footage (including proposed project): _______ Occupancy Rating: ________ _ 1. Explosive or Blasting Agents 5. Organic Peroxides ,I\,\ r... . 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers v-v-10. Cryogenics A Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials l2>'None ofThese. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISIONS {HMO}: If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Ave., Suite 110, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED. Project Completion Date: __ ! __ / __ _ YES NO Expected Date of Occupancy: __ / __ / __ (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). 0 CalARP Exempt I ;: B ! 3. D ~ 4. D 5. D 6. D 7. D Will your business dispose of Hazardous Substances or Medical Waste in any amount? 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? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 1 0)? Will your business store petroleum in tanks or containers at your facility with a total storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). Date Initials 0 CalARP Required I Date Initials 0 CalARP Complete I Date Initials PART Ill: 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 4 or 5 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. YES NO 1. D g 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.org/info/facts/permits.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). 2. 3. 4. 5. D D D 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)? (Search the California School Directory at http://www.cde.ca.gov/re/sd/ for public and private schools or contact the appropriate school district). Has a survey been performed to determine the presence of Asbestos Containing Materials? Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non-friable asbestos? Will there be demolition involving the removal of a load supporting structural member? Briefly describe proposed project: f ~I _d;;e~~::i,,_;;~;;i~~rfult~~thaU~=tfuv~;~~~~;j;J;~~~~~~~~~~;rre~ct.==/.~~:=/=~::;=:=D=/=h:;=:1/,= Na Date FOR OFFICIAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. _______________________________ _ BY: _______________________ _ DATE:--~'--~'--- EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD .. *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (02/11) County of San Diego -DEH -Hazardous Materials Division r CB112677 2081 FARADAY AV PRO PERFORMANCE SPORTS STORAGE RACKS ( 2/ w/11-/I) p / /iw,, & G; /5'JZE f ;:S<*L ('2,/'2,,z/ It -t)r,v/f/lf ~ Fc-- / 2 -2§/ -/ ( -ti's~ CL/?J 1/ 1t(r 1--ciy Tf--@ f C-I () (..,.AJ/"-U--~ Gs e- l ( I c1 / IJ-. aMv 1 .[j a/--fc__ L(-::J!>/tz_/-IZTj/rJ f'(mJ:;@_ Fe ~, l j 1"2--l.S5 ~ c__.._,,[ cc.. ks Approved I I 01 I oa,e BUILDING llJ / /J /JA\}JJ/lvbA I f 7 / fl PLANNING ( .., \ -V -2.r-'z.o-J i ENGINEERING l2,/-z,:z./ I/ FIRE Expedite7 ( Y J N t/86/ 12- AFS Checked by: < / HazMat / APCD / Health / Forms/Fees Sent Rec'd Encina l'Zl-zcln Fire HazHealthAPCD /-/--,,,./ PE&M School Sewer Stormwater /'2-,/ z_..l>/h Special Inspection 12,../,_A/11 CFO: y@) LandUse: Density: lmpArea: FY: Annex: ~ PFF: Y ( N_,I Comments Date Date Date Building J,J.h-l ti-2-'f-l I Planning Engineering Fire 1-11-1:;,. --- Need? ). 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