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HomeMy WebLinkAbout2765 LOKER AVE W; ; CB002596; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08/16/2000 " Commercial/Industrial Permit Permit No: CB002596 Building Inspection Request Line (760) 602-2725 -· Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: ALMRYDE KEITH 2765 LOKER AV WEST CBAD Tl Sub Type: COMM 2090811800 Lot#: 0 Status: $195,000.00 Construction Type: NEW Applied: Reference #: Entered By: ASHWORTH INC Plan Approved: PALLET RACKS W/ELECTRICAL Issued: Inspect Area: Owner: COB C PARCEL 18 LL C C/0 KEN SATTERLEE 4510 EXECUTIVE DR#5 SAN DIEGO CA 92121 ISSUED 07/12/2000 JM 08/16/2000 08/16/2000 2791 LOKER AVE WEST CARLSBAD CA 92009 760-929-6176 6108 08/16/00 0001 01 02 Total Fees: $1,634.36 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 Inspector: C-PRi1T Total Payments To Date: $619.83 Balance Due: $1,014.53 $953.58 Meter Size $0.00 Add'I Reel. Water Con. Fee $619.83 Meter Fee $0.00 SDCWAFee $0.00 CFD Payoff Fee $40.95 PFF $0.00 PFF (CFO Fund) $0.00 License Tax $0.00 License Tax {CFO Fund) $0.00 Traffic Impact Fee $0.00 Traffic Impact (CFO Fund) $0.00 LFMZ Transportation Fee $0.00 PLUMBING TOTAL $0.00 ELECTRICAL TOTAL $0.00 MECHANICAL TOTAL Master Drainage Fee: $0.00 Sewer Fee: $0.00 Redev Parking Fee: TOTAL PERMIT FEES FINAL APPROVAL j, //-.ll/ Date: _____ v __ _ Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $0.00 $0.00 $0.00 $0.00 $1,634.36 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 fees and capactiy 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 oreviously otherwise expired. 1014.53 FOR OFFICE USE ONLY ~io\'5 PERMIT APPLICATION PLAN CHECK NO. 03 26"~? CITY OF pARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 • EST. VAL. (Jl)b Address (include Bldg/Suite #) Business Name (at this addr~,56 J"1/l2/()iJ 0001. O.:L 02 Legal Description l 6 Lot No. Subdivision Name/Number Unit No. Phase No~ :-,r:;;;otal # of unrt;-;" 83 z._ot:J,-ot ! -o V-.)O)--IE ~~~ Assessor's Parcel # Existing Use Proposed Use #of Stories # of Bedrooms # of Bathrooms Telephone# Fax# -'-f~fs:-U7.3 Name Address City State/Zip Telephone# City S,tate/Zip Telephone# (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 e~ion. Any violation of ~ec,tion 7031.5 Jw any applicant for a permit subjects t~e aP.fYcant tof civil penalty of not mor~ lhan five hun~r~ dollars H500)). .-1-AJ.bDt :IiJDLJSl1U'6 ~ 7.-1;,-,_ (!)c£A.,.Ju,,s tt11Jt1,.,cfk>N gt:.#-, 1"ll/'11 -71'--I 119, (j, 3/77 Name Address l City State/Zip Telephone# Ll·cense Class C-{p State License#__________ _ __ _,,_______ City Business License# _______ _ Designer Name Address City State/Zip Telephone State License# _________ _ ;6~ _-~WORK~"'Sr GdMp~~lSATtON·;, ,,, , ____ l"~" -,,~ .. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company____________________ Policy No.____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure secure wor ensa ·on coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred 0 roe , in e c t of compensation, damages as provided for in Section 3706 of the LaP.or cod~ interest and attorney's fees. SIGNATUR ~ DATE/' f L• CJD ~---------- 7,,, 'QYiN,Elj;BU!i:DE.l;I DEQI.AR4TIQI\I . : . . I hereby affirm that I am exempt from the Contractor's License Law for the following reason: \7r 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 rs-ec. 70'44, 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). O 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). 0 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. ~YES ONO 2. ~/ 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 number / 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 number/ contractors license number): _____________________________________________ _ 5. I will provide some of the work, t I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _________ -+-+---+1---,,...++----tl,------------------------1--,----+------------- PROPERTY OWNER SIGNATURE-(!w..,~:a:p"-a:---\..=-~w--------------DATE _i-=t---"--f--='---- ,;ccfMJ~t:ET; THIS ·s~cTi0't(FQR N<). Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ;~~ ~~JIQ}.1'$rij:Uc,:fo}J ,t;:NPIN~. ~GENC'{ , I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME _____________ _ LENDER'S ADDRESS _______________________ _ '9.. :: A!IP~ICANT G\:RT!F!CATl,QN' --. I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit~ of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is c~~enceft for a ei·o of 1 days (Section 106.4.4 Uniform Building Code). / / APPLICANT'S SIGNATURE -~-'-==~::,__:==-=--'--W'---'--------------DATE '7 , _ _J Ll_-l)C) WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 1/9/2001 Permit# CB002596 Inspector Assignment: PD --- Title: ASHWORTH INC Description: PALLET RACKS W/ELECTRICAL Type:TI Sub Type: COMM Phone: 7602937464 Job Address: 2765 LOKER AV WEST Suite: Location: Lot 0 Inspector: . ;(/3 > APPLICANT ALMRYDE KEITH Owner: COB C PARCEL 18 LL C Remarks: CALL RIGHT BEFORE YOU MAKE INSPECTION Total Time: CD Description 19 Final Structural Associated PCRs Inspection History Date Description 8/17/2000 14 Frame/Steel/Bolting/Welding Act Comments fl{:> Requested By: KEITH Entered By: CHRISTINE --------------------- Act lnsp Comments AP PD RACKS EsGil Corporation 'J,n Partnersliip witli (jovemment for '.Buifaing Safetg DATE: 8/ 16/00 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2596 PROJECT ADDRESS: 2765 Loker Ave. West SET: II PROJECT NAME: Storage Rack and Electrical for Ashworth Inc. D APPLICANT ~ D PLAN REVIEWER D 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: D 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: Keith Telephone#: Date contacted: 8/16 (by: DY) Fax#: Mail Telephone Fax In Person p~ REMARKS: 1 . .J21ease slip revised-sheet E-1 into tbe city II set (at-ettitding depaitrnent):---2.~ D@13Bf.1:ment approval is required-: 3. City to verify that the path of travel from the handicapped parking spaces to the remodel area and the bathrooms serving the remodel area comply with. all the current disabled access requirements. By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 8/7 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 1n Partners/i.ip wit!i. (jovemment for '.Buiufing Safety DATE: 7/27/00 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2596 SET:I D APPLICANT <A7uR10 D PLAN REVIEWER D FILE PROJECT ADDRESS: 2765 Loker Ave. West PROJECT NAME: Storage Rack and Electrical for Ashworth Inc. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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 re?he,ck. 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: Keith Almryed 2791 Loker Ave. West Carlsbad CA 92008 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: Keith Almryed ( v.u.) Telephone#: (76:>o) ct2fl-&>1 7t.e, Date~~-z.e--oo (by: f?tW--) Fax #: {-1~0) 4-~-2.-173 Mail_, Telephone.,,-Fax (...,-' In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation D GA D MB D EJ D PC 7/20 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 00-2596 7/27/00 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2765 Loker Ave. West DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/20 REVIEWED BY: David Yao FOREWORD {PLEASE READ): PLAN CHECK NO.: 00-2596 DATE REVIEW COMPLETED: 7/27/00 This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. 1. 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, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438- 1161. 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. 2. 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. ,, Carlsbad 00-2596 7/27/00 3. 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 · 4. Provide a statement on the Title Sheet of the plans that this project shall comply with the 1998 edition of the California Building Code (Title 24 ), which adopts the 1997 UBC and the 1996 NEC. 5. 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 UBC Tables 3-D and 3-E. 6. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. Title 24, Part 2. (The path of travel from the handicapped parking space and the bathroom serving the rack area shall comply with all the current disable access requirement) 7. Obtain Fire Department approval for groups F, Mand S occupancy storage per UBC Sections 306.8, 309.8 and 311.8. 8. Indicate the clearance from the new racks to the existing building walls and building columns per Section 1633.2.11. 9. Note on the plans that the rack design loads will be posted per Section 2222.5. 10. Provide forklift protection per Section 2_222.5. 11. Provide complete plan for the rack include the connection detail with calculation to justify the member size (beam, column, brace) and connections. 12. Include the 25% increase in vertical loading for impact per Section 2228.2 13. Check the base plate anchors as follows: Check the transverse seismic for overturning with only the top shelf loaded with the force acting through the center of gravity of the top load per Section 2228.7.1. 14. Provide calcutations 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). 15. Check the slab stress for the maximum transverse overturning axial load. Show the slab thickness on the plans per the calculations. Check the maximum slab stress under the base plate per Section 1915.4.2. Carlsbad 00-2596 7/27/00 16. In all occupancies where the exit system serves 100 or more occupants, provide a minimum of 1 foot-candle of emergency illumination at the floor level and specify a second source of power for the emergency. illumination (battery or generator). UBC 1012.2 & NEC 700-16. 17. 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. Carlsbad 00-2596 7/27/00 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2765 Loker Ave. West BUILDING OCCUPANCY: B/F-1/S-1 BUILDING BUILDING AREA VALUATION PORTION ( Sq. Ft.) MULTIPLIER rack & electrical per city Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 00-2596 DATE: 7/27/00 TYPE OF CONSTRUCTION: V-N I VALUE ($) I 195,000 195,000 195,000 D 199 USC Building Permit Fee cgj Bldg. Permit Fee by ordinance:$ 953.58 D 199 UBC Plan Check Fee cgj Plan Check Fee by ordinance: $ 619.83 Type of ~eview: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 495.86 Comments: Sheet 1 of 1 macvalue.doc 5100 PLANNINC/ENGINEERINC APPROVALS PERMIT NUMBER CB <(j) J {10J DATE_1-+--f)-+--i0:J __ ADDRESS ____________________ _ .-RESIDENTIAL RESIDENTIAL ADDITION MINOR C < $10,000.00) PLANNER ODCS/Mlstorms/Plann,ng Engineer1no ADDrovats PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE 2/4·¥@ Carlsbad Fire Department 002596 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Requirements Category: Fire Prevention (760) 602-4660 Date of Report: 08/07/2000 Building Plan Reviewed by: ------------ Name: Keith Almryde Address: 2791 Loker Ave. West City, State: Carlsbad CA 92008 Plan Checker: Job #: 002596 ------- Job Name: Ashworth, Inc. Bldg #: CB002596 ------------------ Job Address: 2765 Loker Avenue Ste. or Bldg. No. ~ Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to con,ply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. · The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 002596 2nd FD File# 3rd Other Agency ID PETERS. HIGGINS & ASSOCIATES Consulting Structural Engineers Project: Ashworth Golf Apparel! August 2, 2000 Job No. 4397 Sheet CC-1 of 2 Response to Plan Review Comments Structural Items Only City: Carlsbad, CA File No.: 00-2596 Reviewer: David Yao Date: 7 /31/00 Item Response 1 O.K. 2 Agreed. 3 Agreed. Notes have been added to the approved construction drawings as requested. No other revisions have been made. 4 5 6 7 8 9 10 11 12 13 14 15 Agreed in principle. However, as specified in Section 1.2.2 of the design calculations, this design meets the lateral force requirements ofUBC '97. Title 24 is specific to essential facilities and is not applicable. Since the original plan check submittal documents are not in our possession for mark-up, notes in relation to this item may be added to the approved construction drawings by others with my permission. Non-structural item. Response by others. Non-structural item. Response by others. Non-structural item. Response by others. O.K. Minimum acceptable seismic separations are 4.0 inches (H/80) and 6.5 inches (H/50) for the cross-aisle and down-aisle directions respectively, where "H" is the height to the top loaded level. Since the original plan check submittal documents are not in our possession for mark-up notes in relation to this item may be added to the approved construction drawings by others with my permission. Agreed. However, the code is silent on the wording of the plaque, number required, and location. Suggested wordings are given below, and may be used if acceptable to the building official. Changes to the wording (not the loads) and notes regarding this item may be added by others to the approved drawings with my permission. Impact protection is not required per 2222.5 if the post axial loads are less than 50% of allowable, which is the case here. Agreed. I do believe we have done this. Design calculations have been prepared to justify all storage rack components (post, beams, connections & bracing members). If any further clarification is required in relation to this item please feel free to contact me at the number below. Agreed. You are correct, I do apologize for any confusion. However, as may be seen from a review of the design calculations (section 2.2, sheet 3) the governing design criteria is stiffness and not strength. The beam has a strength capacity in excess of 4 times that required. Impact forces are negligible by inspection. Beams O.K. O.K. For the top level only loaded, the net tension to the base plate may be calculated using the equation, Tnet=W[Vderau1tCh'/D)-0.50], where "W" is the total vertical load on the top level, "D" is the depth of the upright and "h'' is the height to the top loaded level. Here, conservatively assuming all bays as single rows, Tnet=W[0.18x(324/54)-0.50]=0.58W or 0.58(0.50)=0.29 kips/base plate or 0.15 kips/Anchor. Design O.K. O.K. Conservatively, the dimension to the centroid of the lower bracing connection will be taken as 6". Per section 2.5: 1 of the design calculations the total transverse design base shear is:::._ 1.3 kips or 0.65 kips/post . The design moment M= (0.65x6/2)=2.0 in-kips. Per Sections 2.4.2 and 2.5.2 of the calculations the total post axial design load, P=(PD+L+ PEq)= 7.7 kips. Conservatively, the slenderness ratio KL/r = (2x6/l.08) =I 1.1, the allowable axial stress in the post= 29.2 ksi. Thus, P. =(29.2x0.79)=23.0 kips and M.=Sµb= 0.80x(0.6x50)=24.0 in-kips. Interaction coefficient [PIP.+M/MJ= [(7.7/23.0)+(2.0/24.0)]=0.42::).33. Design O.K. O.K. I do apologize for any confusion. The design calculations conservatively assume a minimum concrete strength of2,000 psi (minimum permissible per code). As specified on Index awin sheet 2 55-1, the existing floor slab is 3,000 psi and 6" thick. ' . PETERS. HIGGINS & ASSOCIATES Consulting Structural Engineers Project: Ashworth Golf Apparell August.2, 2000 p 1:11 OJ]] 0.85f'c T !P+ T a 7.75-o-e/2 I I 500 [ () [_) 0 l/3/8" PL I I 7.75 I From Equilibrium: LF,, = 0 =? 0.85fc'de = P + T Job No. 4397 Sheet CC-2 of2 LM = 0-=? r(~ -a) +(P+ T)(W ;e) = Ms For: P=3.3 kips; M.=3.7 inch kips; f 0= 2.0 ksi W=7.75 inches; d=5.0 inches; a=0.88 inches Simultaneous Solution yields: e= 0.39 inches; T=0.0 kips T=0 =:> Stable -No Uplift. Anchors provide added Factor of Safety Use 1/2" diam ICBO approved expansion anchors, min 3" net embedment O.K If there are any further questions or explanations needed, kindly contact me at 310-589-1781 ( collect if required) MAXIMUM PERMISSIBLE LOAD (POUNDS) TYPE OF UNIT PER LEVEL I PER BAY/SIDE Selective Racks 500 I 7,000 WARNING The above capacities are based on new, undamaged components. Damage reduces capacity. REPAIR OR REPLACE DAMAGED COMPONENTS. Ashworth Golf Apparell Interlake Racks Location: 2765 Loker Ave. West Carlsbad, CA Prepared For: Index Industries Inc. Huntington Beach, CA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 30765 Pacific Coast Hwy. Malibu, CA 90265 (310) 589-1781 Peter S. Higgins, S.E. Job Number 4397 June 30, 2000 This Document and the design it contains is copyright by Peter S. Higgins and Associates. It is provided as an instrument of service, and shall not be reproduced in any fashion without the written permission of Peter S. Higgins and Associates. Notice to Building Departments If this calculation is submitted for building permit approval, it shall contain all sheets of calculations as listed in the table of contents on the next page(s), and shall be accompanied by all drawings listed in Section 1. All documents shall bear appropriate seals and signatures in ink of a contrasting color with the same Job Number Reference. The calculation shall be signed across this block. I REPRODUCTIONS OF SIGNED COPIES ARE INV ALIDI PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell Job No. 4397 Sheet iii June 30, 2000 Table of Contents 1 Reference Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.1 Documents . .. .. . . .. .. . . .. .. . . . .. .. .. . . .. .. . . . . .. .. .. .. . .. . . .. .. . . .. .. .. .. . . . . .. .. . . .. .. .. . .. .. . . . .. .. . 1 1.1.1 Drawings ...................................................................................... 1 1.1.1.1 By Peter S. Higgins and Associates .. .. .. . . .. .. .. .. .. . .. .. . . .. . .. . .. .. .. .. .. .. .. . 1 1.1.1.2 By Others .............................................................................. 1 1.2 Loads .................................................................................................. 1 1.2.1 Vertical (Dead plus Live) .................................................................. 1 1.2.2 Seismic ......................................................................................... 1 1.2.2.1 General (UBC 2222) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1.2.2.2 Short Formulation .. .. . . .. . . . .. .. .. .. . .. . . .. . .. .. . .. .. . .. .. .. . . . . . . . .. . .. . .. .. .. .. .. . . 2 2 Selective Racks . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2.1 Components and Geometry ........................................................................ 3 2.2 Check Beams . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 3 2.2.1 Design Forces .. . . .. .. . . .. .. .. .. . .. . . .. .. . .. .. .. .. .. .. . . .. .. .. .. .. .. . .. .. . . . . .. .. . . .. .. . . .. .. . 3 2.2.1.1 LB260H ................................................................................ 3 2.2.1.2 Beam Properties .. . .. .. .. . .. .. . . . . . . .. . . . .. . .. .. . . .. . .. . . .. .. .. .. . . .. . . . .. .. .. .. .. .. .. 4 2.3 Check Posts (Dead plus Live Loads) ............................................................ 4 2.3.1 Load to Post .................................................................................. 4 2,3.2 Post Properties (net section) ............................................................... 4 2.4 Longitudinal Design Forces . ;; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.4.1 Seismic . . . . . . . . . . . . . . ... . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.4.1.1 Base Shear ............................................................................. 4 2.4.2 Design Forces .. . .. . .. .. . . .. .. . . .. .. . .. . . .. .. . .. . . .. .. .. . . .. .. . .. .. .. . .. . . . .. . .. . .. .. . . .. .. .. . 5 2.4.3 Post -Combined Stresses .................................................................. 5 2.4.4 Beam Connections . . . . . . . . .. .. .. . . .. .. .. .. . .. .. . .. . . .. . .. .. . .. .. .. . .. .. .. . . .. .. .. .. .. .. .. . . . . 5 2.4.5 Design Forces . . . .. .. . .. .. .. .. . . .. . .. .. . . .. .. .. .. . . .. . .. . .. .. .. . .. . .. .. .. . . .. . .. . .. . .. .. .. . .. . 5 2.4.6 Connection Capacity ........................................................................ 6 2.5 Transverse Seismic ................................................................................. 6 2.5.1 Base Shear ..................................................................................... 6 2.5.2 Design Forces ................................................................................ 6 2.5.2.1 Stability ................................................................................ 6 2.5.2.2 Brace .. .. .. .. . .. .. . . .. .. .. .. . .. . . . .. .. . .. .. . ... .. . .. .. .. .. .. .. .. . .. .. . .. . .. . .. .. .. . .. . . .. 6 2.5 .2.2.1 Design Force .. . . .. .. .. .. . .. .. .. .. . .. .. .. .. .. . . .. .. . . .. .. . .. .. .. . .. . .. . . . .. . .. .. 6 2.5.2.2.2 Brace Capacity .................................................................. 7 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETERS-.· IUGGINS AND ASSOCIATES Project: Ashworth Golf Apparell June 3.0, 2Q00 1 Reference Data CONSULT:(NG STR1::JCTURA1, ENGINEERS Job No. 43.,97 -She~t 1 This calcuiati0.n rc;w,lews the installation of storage-racks for struc;tural adequacy. The sealing of draw- ip.gs is for tb.e ·structutcJ.1.r~view of the stor.<1.ge tacks only. Other information is not reviewed, nor Jipproved. Note: This design r~present$ an exten~ion to a, project pl,"ev'.iously reviewed by this office if!. September of l999 (Job #3935) and installed under permit: · · 1.1 Documents l.1.:i Qrawings 'Ll.Ll. By Peter S. Higgins and Associates IL,-8·, ,SK-1 · · l.1.1.2· By Others 'index; inqustri~slnc.. (Job #20255-r) Sheet 1 of l, Rev, -: .. 1.2 Loads. 1.2.1 Vertkal .Q)ead .. ·plus Live) · De~'igh Loads Max, Load/L,eVel = 0.50kips Note: D~sign 'locJ.di> include impact '::i.ll<;>wance, t.2.2 Seismic ®Co12yright·by, Peters: Higgins andAssoci~tes. Provided as.an instrimient of•servicti':'Copying by wrttten·1:>erinissib16nly·. ,! PETER S. IDGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell June 30, 2000 1.2.2.1 General {UBC 2222) 0.8Z N ul Cul 2.5C al 0.llCaJWS R WSV= RTWS R W Where: For default soils: Ca=0.44Na Cv=0.64Nv I=l.00 1.0:=:;Na=:::; 1.5 1.0:=:;Nv= :::;2.0 Substitution yields: For working stress designs: R=(l.4)(5.6)=7.84 Longitudinal (1.4)(4.4)=6.16 Transverse T=Structure Period (sec) W=Rack+Contents per 2228.5.1 0.082N u 0.034N aW S 0.041N uW S V long= T W S 0.140N aW 0.104Nu 0.034N aW S 0.052N uW S Vtrans = T W S 0.179N aw For this site: Na=l.0 Nv=l.1: Substitution yields: . 0.045W S V long= 0.~90 w S 0.140W 0.057W S V trans= O. ~14W S 0.179W T may be determined by any rational method. 1.2.2.2 Short Formulation Job No. 4397 Sheet 2 If racks are interconnected such that 4 posts in each direction resist lateral load, then using code maximum loads, and W=rack rated capacity: V long S 0.140W = 0.140(DL + LL/2)""' 0.070W V trans S 0.179W = 0. l 79(DL + LL/2)""' 0.090W (since DL < < LL) This condition is usually satisfied by interconnecting back to back rows of rack, or by tieing single rows across the aisles. 2 Selective Racks @Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES CONS1JL1'ING.STRUCTURAL ENGINEERS Project Ashworth Golf Apparell June.30, 2000 · 2.1 Components an_d 9-eometry h g f e .. d " C b a ~ W. W=ll:l" ·a=6ir b==24,,. c·=24" d=24"· e=24" f~24" g=24" h~24" j=24" k=24" 1=24" · trr=24" n=24" . ·Ii!' Beam Type LB260H < 111" 2.2 Check 'Beams· 2.2.1 D'esigµ Forces 2.2.1.1 LB260H . H = 3 .4 7 inch kips D ~ .. H=~24" D=54" 1 .=53" l~=65'' Upright Type . LU.;7SB. Base Plates-ALL ·· Seismic. . - •,,• M s <--min -0.6F y =0.11 in3 Job No. 4~97 .Sheet 3 @Copyrigti.t.by Peter S. 0Hi~gins and;\:ssociates. Providecl·as an:insfrument of service. Copying by written·permission only. PETER S. IDGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Pro_lect: Ashworth Golf Apparell June 30, 2000 2.2.1.2 Beam Properties n -st-[il~ ~ LJ-,.010• I 2.75 LB260H Sx=0.45 in3 lx=0.66 in4 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post < (# of levels)(l) p -2 =3.3 kips 2.3.2 Post Properties {net section) X 3" .. .. 3"~ 'ft -X 2.4 Longitudinal Design Forces 2.4.1 Seismic 2.4.1.1 Base Shear LU75 fl t=0.090 in As=0.79 in2 Sx=0.80 in3 rx=l.23 in Sy=0.59 _in3 ry=l.08 m lylry=49 alrx=20 Fa=24.5 ksi ra=19.4k II Mxa=24.0....k Job No. 4397 Sheet 4 Determine Period -Rayleigh Method -UBC Method B. Derivation supplied upon request. n ( ( l I ) ) 112 T"?::--Wl 2 --+-(2n2 +2n+ 1) )SG 6EI Ke Where: G = Gravitational acceleration W = Load per level 1 = Spacing between levels E = Young's Modulus I = Moment of inertia of post Kg = Connector stiffness n = Number of levels For units = kips~inches, seconds G = 386 in/sec~ E = 29,000 kips/in2 The equation reduces to: @Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETERS. IDGGINS AND ASSOCIATES Proj~ct: Ashworth Golf Apparell June 30, 2000 CONSUi:,TiNG STRUGI'URALENGINEERS ·, l ( · 2 ( l j J· 2 ) 112 T ,c 14 W l · 17 4, o·ooj +Ke C2,n + .2n + l) Job No. 4397. . She~t 5 the· column stiffness ·component may be ·conservatively ignored redu<;;ing the forniula to: ( . w z 2 . 2 . . . ) 112 T ~'. 196!{ 0 (2n + 2n.+ 1), · For t!lis configur~tion W = 0;50 kips/Level · l = 24 inche.s (average) Kg = 600· (300 inch kips per radian:per connector) Substifudng, yields: T>0.95 ~ee Thus:· .V<0~095W 2.4.2 Design Forces PS:3:3\c V<0.31 M$ Va/2 < (0.31x24)72 -. . ' ' =3.7 .inch ldps 2.4.3. Post -· Combined· Stresses 2.4.4 Beam.Connectiorts 2A.5 Desi.grt Forces. p M -· -. +-·- Pa· Ma. :::;:0.32~1.33 O.K. (\:)CopytJght by Peter S. Higgins.and.A~soc;iates~ i>rovid~d.as an·in~t1,~e~1t .of seryice. Cqpy~g by written permissiqfrorify: ' I ', PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell June 30, 2000 2.4.6 Connection Capacity • • 7 /16" diam. Pin Va = 2.5 kips 2.5 Transverse Seismic 2.5.1 Base Shear Use Code Default Values, V =0.18W = 1.26k 2.5.2 Design Forces D ... ... Standard Connection Ma =(1.33)(2.5)(4) = 13.3 ink O.K. Vh' P.q=D h' = 190 inches Peq=4.4 kips Job No. 4397 Sheet 6 Note: Bracing shown is schematic -see this section, subsec- tion .2 for actual geometry. 2.5.2.1 Stability TBolt = (Peq -Po+L)/2 =0.46k Use min. 1/2" diam. ICBO approved expansion anchors. Minimum embedment 3.0" into slab. O.K. 2.5.2.2 Brace 2.5.2.2.1 Design Force Pbr::SL9k ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS· AND ASSOCIATES CONSULTING ·sTRUC'PlffiA'.L ENGINEERS Project: Asl;lwbrth Golf Apparell JuIJ-e 30, 2000 2.5.:2.2.2 Brace Capacity 1 ~ I ·I· 0.071" 1~ 2 L kl Fa (in) -(ksi), r 65 133 8.49 -. ~~ Anet=0,30 in2 · rmin =0.49 in Q=0.76. Ba (k) 3.39· .· O:K. Job No. 4397 Sheet 7 · @~opyright'by· Peter S. Hfggin.s a:nd Assgciates. Provided.as an.hi~trtim~ntof setvi\:e, Copying by written.permi$sion q1J).y._ ,. EXISTING LIGHT POLE , RELOCATED. 30' MAX. HEIGHT. VERIFY BOLT SIZE AND PATTERN W/ MANUF.--~ 3/ 4" CHAMF'ER 3 #3 TIES @ 2" c/c FIN. GRADE\ 111111 111111 8-#6 VERTICAL W/ #3 CIRCULAR TIES @ 12" c/c --- CONCRETE DRILLED PIER W / 2500 PSI CONCRETE @ 28 DAYS I. CL POLE AND I DRILLED PIER 1-1/2" GROUT ------------ ---- ---- 2'-6" DIA .I .- .- 111111 111111· 4-3/411 DIA lg ANCH BOLTS [_ 4 3" CLR ~ z ::::ti: ::::ti: = (0 = I co -.- 0 I t0 POLE BASE FOUNDATION NEXTEL LOKER CA7-411A SAN DIEGO, CALIFORNIA DESIGNED DAlE SHffi JW 11/09/00 S-1 t:J-o flr-TVJZ..b !tf-{:;b = 2 Y-/, 5 ::. 3 -5~ P os-r G 11 4 t0/!r--f- W 1t-10, 1 = Ce l~ a-7 Ilsl =(/,2.3} (!,4-J (12.-.C.fsF) /.o ::: 'ZZ f':Jf !l1S1! e:/PC, ...,r,,,.f;t fo;z_ C.'(LJr-l-9f-JUrl-flft) F = ~ {z:z.) ,::: 15" fl;)f I "18° 317'7 rv1 == 3sf (2z)(3c) + /5!'Sf: G5)(3o)2 t. -5:>55 fr·L-1:> f:: 3 (J.1-) + (5(5)(~~ ~ 21/ L8 } h-::= ~::: /8.t-/ Mc~ BoL-T<:, ~ ~ '?._355(12) = 5~4-Z. L5 I I I II U~ie;; ¾" ~ y.. 1.4.l' &vtBSD T Ci)-f1 = &Seo 1.-1:, { t) STRl"CTCRAL AFFILIATES IZBl <1'l F cF-t r f\l l1 ' /v1 V ~ I ,4-( 53 5s-) ==-7, '5 ff"-~ INTER:\'..\ TIO:\'AL -;.5 -As ..,. 3_ 'f> (/fJ; -. I I '"l As"'11t1.: r (X)4, (36/ t =-3,~3 /N"Z- u v6 (5 °*(a =rt-3 170'7@ [ Z. II )