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Home My WebLink About2793 LOKER AVE W; ; CB002618; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08/31/2000 Commercial/Industrial Permit Permit No: CB002618 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 2793 LOKER AV WEST CBAD Tl Sub Type: INDUST 2090811500 Lot #: 0 $35,000.00 Construction Type: NEW Reference #: ASHWORTH INC RELOCATE RACK SYSTEM Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 07/14/2000 MOP 08/28/2000 08/31/2000 CHARTER GOLF INC C/0 HALINA BAL YF 2791 LOKER AVE W CARLSBAD CA 92008 CHARTER GOLF INC C/0 HALINA BAL YF 2791 LOKER AVE W CARLSBAD CA 92008 7691. 08/.31./\10 0001 O.i 02 c~ .. PRMT 350:118 Total Fees: $550.27 Total Payments To Date: $200.09 Balance Due: $350.18 Building Permit $307.83 Meter Size Add'I Building Permit Fee $0.00 Add'I Reel. Water Con. Fee $0.00 Plan Check $200.09 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWAFee $0.00 Plan Check Discount $0.00 CFO Payoff Fee $0.00 Strong Motion Fee $7.35 PFF $0.00 Park Fee $0.00 PFF (CFO Fund) $0.00 LFM Fee $0.00 License Tax $0.00 Bridge Fee $0.00 License Tax (CFO Fund) $0.00 BTD #2 Fee $0.00 Traffic Impact Fee $0.00 BTD #3 Fee $0.00 Traffic Impact (CFO Fund) $0.00 Renewal Fee $0.00 LFMZ Transportation Fee $0.00 Add'I Renewal Fee $0.00 PLUMBING TOTAL $0.00 Other Building Fee $0.00 ELECTRICAL TOTAL $35.00 Pot. Water Con. Fee $0.00 MECHANICAL TOTAL $0.00 Meter Size Master Drainage Fee: $0.00 Add'I Pot. Water Con. Fee $0.00 Sewer Fee: $0.00 Reel. Water Con. Fee $0.00 Redev Parking Fee: $0.00 TOTAL PERMIT FEES $550.27 ' FINAL APPROVAL .I . . lnspecto(_ • Date: . Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "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 ou have reviousl been iven a NOTICE similar to this, or as to which the statute of limitations has reviousl otherwise ex ired. FOR OFFICE USE ONLY ~L PEf{MIT 'APPLICATION PLAN CHECK NO. {!X!) -?.J1, \ 8 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 J.f:qc C!)(5~ ~A~ Plan Ck. Deposit ___ ...,7 .... ,o=..:o.:...:.._-=--~--·- EST. VAL. Validated Bv-,---f-----Jlk._,;...,cP __ Address (include Bldg/Suite #) Business Name (at this address) 'J2 -.. .r,,.-:. Legal Description Lot No. Subdivision Name/Number Unit No. Phase N&. ·'· -,: . Total # of uni1:'g'J O Vi Assessor's Parcel # ':¥s.~ru&I +:\.o..r Description of Work Existing Use 't12<>U-<½3 ~ '3 :-> t,( II"\. Proposed Use SO. FT. #of Stories # of Bedrooms # of Bathrooms Name Address City State/Zip Telephone# ;Na_~~ 4f1tt!·/g&w-.. ~-S ''.11fffiip Address ~10Jlt~~-ifl• _, ... ,..,_me ... 1. • .m1 (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 [ $ 5001). f0Ft1lfl?. J/:tL FLOW SYS rems J, /L/()5, t/Ell-lDG/11 IJ(lf11/RID CA 'l (76( 9 {)Cf·· C/ 3()-6/J;-; Name Address City State/Zip Telephone# State License#_________ License Class_________ City Business License# /lf,f/ i/iO f'O/<.. Designer Name Address City State/Zip Telephone State License # _________ _ i1:!iiiiBf1B1UI\IIFMl$'l,tfQu;,:::; .. 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 5 P -lifi,~f/ll1~n.C, Policy No. Af GOG 2. f':f 5 fl Expiration Date i2~ '.3 J-00 (THIS SECTION NEED ,/f:,f ~ 'fr: 'fi ~ ~'HUNDRED DOLLARS ($100I 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 to secure workers' compensatio .,verage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in a · ion to the co o c pensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE llv-~. v-~-<----i, DATE <f;' -3 / -/) 0 IJ!l~lli01~Bcl1ARAfioN'!;j'18Kriwt1;i~:' ... ··· · I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 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. 0 YES ONO 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 I address / 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, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE ______________________ _ m~m~,11;~11QN i=ol'r:~Qfilfs,oENmt®1'BOi1:.01nl'st1eettM11&}.ol~F1, •...... c:1+rw. 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 7 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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. jJ!j½;;sttONURUC'llf,J'·c11111!iJ~GEij~r!lrlrtlllllBB]J::;::::11::if::: 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 lv?::itl\:l!i!J:CANf'~Fllfii'mNE ' I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit 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 ii the building or work authorized by such permit is suspended or abandoned at any time after the work is com enc for ape· d of 18 days (Section 106.4.4 Uniform Building Code). Tl/f ti !o~ APPLICANT'S SIGNATURE -l.~.L.:::..:.._..::,_.,....==,,«...:;..'-44,~----------------DATE l !J, L V ( WHITE: File YELLOW: Applicant PINK: Finance Inspection List Permit#: CB002618 Date Inspection Item 02/23/2001 19 Final Structural 02/23/2001 39 Final Electrical Monday, July 01, 2002 Type: Tl INDUST ASHWORTH INC RELOCATE RACK SYSTEM,W/LIGHTS Inspector Act Comments PD CO PD CO Page 1 of 1 EsGil Corporation '.In Partnersfiip witfi (jovernment for 'Buifiing Safetg DATE: 8/23/00 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2618 PROJECT ADDRESS: 2793 Loker Ave. West SET: II PROJECT NAME: Ashworth Clothing Conveyor System D APE ICANT JURIS. 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: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone#: Date contacted: (by: ) Fax#: Mail Telephone Fax In Person ~ REMARKS: City to verify that the path of tr rom the handicapped parking space to the remodel area and the bathrooms servin e remodel area comply with all the current disabled access requirements. By: David Yao Enclosures: Esgil Corporation 0 GA O MB O EJ O PC 8/14 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation 1n Partnersliip witli (jovemment for '13uiUing Safety DATE: 7 /26/00 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2618 PROJECT ADDRESS: 2793 Loker Ave. West SET: I PROJECT NAME: Ashworth Clothing Conveyor System O~ANT ~ 0 PLAN REVIEWER 0 FILE 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. IZ! 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. IZ! The applicant's copy of the check list has been sent to: Keith Almryde ~ Loker Ave. West Carlsbad CA 92008 ;,;ql D Esgil Corporation staff did not advise the applicant that the plan check has been completed. IZ! Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Keith Almyrde Telephone#: (760)929-6176 Date contacted: 7-~ (by: fXM.) Fax #: (7~ '-¼~-2.,, ?> Mail..,.., Telephone..,.. Fax-In Person D REMARKS: By: David Yao Enclosures: Esgil Corporation 0 GA O MB O EJ O PC 7/17 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 ' , ' . Carlsbad 00-2618 7/26/00 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 00-2618 OCCUPANCY: F-1? TYPE OF CONSTRUCTION: ? ALLOWABLE FLOOR AREA: SPRINKLERS?: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7 /26/00 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: manufacture ACTUAL AREA: STORIES: HEIGHT: OCCUPANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/17 PLAN REVIEWER: David Yao This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Code sections cited are based on the 1997 UBC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a 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. I -Carlsbad 00-2618 7/26/00 • GENERAL 1. Please make all corrections on the original tracings and submit two new complete sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560-1468. • PLANS 2. Provide the site address and a vicinity sketch on the Title Sheet. 3. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet. Sec. 106.3.3. 4. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each building proposed: + Occupancy Group F-1? + Description of Use + Type of Construction + Sprinklers: Yes or No + Stories + Height + Floor Area 5. 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, UMC and UPC and the 1996 NEC. 6. 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. 7. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. • REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM FIELD WELDING REQUIRED? REMARKS Carlsbad 00-2618 7/26/00 MOMENT FRAME CONNECTIONS (SEISMIC ZONES 3 & 4 ONLY) HIGH-STRENGTH BOLTS EXPANSION/EPOXY ANCHORS DESIGNER-SPECIFIED OTHER 8. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. • STAIRWAYS 9. Handrails (Section 1003.3.3.6): a) Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. b) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Note: Where access for the disabled is necessary, Title 24 requires handrails on both sides to extend 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. • TITLE 24 DISABLED ACCESS 1 O. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the UBC. • FOUNDATION 11. Specify size, ICBO number and manufacturer of power driven pins, expansion anchors or epoxy anchors. Show edge, end distance and spacing. Section 106.3.3. • STRUCTURAL 12. Provide minimum structural specifications on the plans to show that all structural materials will comply with the design calculations and building code requirements. Carlsbad 00-2618 7/26/00 • ADDITIONAL STRUCTURAL 13. Sheet C-1, C-2, C-3,C-4, C-5 and C-6 of the calculation shows the rail component connections. The detail 4/D2.1, 8/D2.1 and 9/D2.1 appears to be different from the plan. Please clarify. 14. The size and type of bolts shall clearly specified on the detail 5/D2 and 14/D2. 15. Sheet C-7 shows the Mcap=.66(42)(1.32). The moment capacity appears to consider the TS3x3x1/8 as flexure member not as column(?). Please clarify. The calculation appears to just identify the capacity of member. What is the actual load to the member? 16. Sheet C-8 of the calculation only identify the capacity of each different base plate connections.(2-bolts,4-bolts, inspection or not) What is the actual load to the Map area and outside MAP area? Provide calculation to justify the base plate size and thickness too.(The information on detail 11 /D2 shall have calculation to justify it.) 17. Sheet 5 of the calculation shows the earthquake load shall be .25W. The calculation did not show what is the actual lateral force for each level and how to resist the load. (cantilever column? Moment frame? Connection adequate? Please clarify. • ADDITIONAL 18. Provide complete electrical plan for the conveyor system. 19. UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. The value shall include all finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, fire extinguishing systems and any other permanent equipment. Please provide the designer's or contractor's construction cost estimate of all work proposed. 20. 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. 21. 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: I I C Carlsbad 00-2618 7/26/00 D Yes D No 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. DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE 24 DISABLED ACCESS REQUIREMENTS • REMODELS, ADDITIONS AND REPAIRS 1. When alterations, structural repairs or modifications or additions are made to an existing building, that building, or portion of the building affected, is required to comply with all of the requirements for new buildings, per Section 1134B.2. These requirements apply as follows: a) The area of specific alteration, repair or addition must comply as "new" construction. b) A primary entrance to the building and the primary path of travel to the altered area, must be shown to comply with all accessibility features. c) Existing sanitary facilities that serve the remodeled area must be shown to comply with all accessibility features. . . Carlsbad 00-2618 7/26/00 VALUATION AND PLAN CHECK FEE J.URISDICTION: Carlsbad PREPARED BY: David Yao BUILDING ADDRESS: 2793 Loker Ave. West BUILDING OCCUPANCY: F-1? BUILDING BUILDING AREA VALUATION PORTION (Sq.Ft.) MULTIPLIER conveyor system per city Air Conditioning Fire Sprinklers TOTAL VALUE PLAN CHECK NO.: 00-2618 DATE: 7 /26/00 TYPE OF CONSTRUCTION: ? I VALUE ($) I 35,000 35,000 35,000 D 199 UBC Building Permit Fee ~ Bldg. Permit Fee by ordinance: $ 307 .83 D 199 UBC Plan Check Fee ~ Plan Check Fee by ordinance: $ 200.09 Type of Review: ~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 160.07 Comments: Sheet 1 of 1 macvalue.doc 5100 PLANNINO/ENGINEERINC APPROVALS PERMIT NUMBER CB ooJ4?/ DATE i~ ADDRESS~J:__19,.;.,__.,a:.3 ~--+-ke&_. _____ ;Af___,_· w-_· _· · __ 'RESIDENTIAL RESIDENTIAL ADDlnDN MINOR ( <$10,000.00) ODCSIMIStOl'fflS/PlillMlng Engineering AoDl'DvalS PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE . 7/t2/fv Carlsbad Fire Department 002618 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: 08/28/2000 ------------ Name: Keith Almryde Address: 2791 Loker Ave. West City, State: Carlsbad CA 92008 Plan Checker: Job#: 002618 ------- Job Name: Ashworth. Inc. Bldg#: CB002618 ------------------Job Address: 2793 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 comply 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 002618 2nd FD File# 3rd Other Agency ID & PRClJECT tA'.zHWOfl"O-\ "7(...\~C.Zr\\£.-> SHEETNO. cc--I CEFALI & ASSOCIATES, INC. _____________ JOB NO. 00 -\%, ~ CONSULTING STRUCTURAL ENGINEERS CLIENT _______ DESIGNER ____ DATE ~--z.-oD (818) 752-1812 • FAX (818) 752-1819 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOTTO BE REPRODUCED. 117723 fJt.,...14,\.J co1Z,1Z.i.c'1"1 PA)$ ,.£$,.~/(.,, &IJft.1', -/;)/A,()10 c.t/&10 (_fa '510) 656tJ• /Jtd8 -s..ee ~f:,IJ6c:.D S t-i6ti.TS C-\ -t&> c-~ ,, ctJMl"P/'Jie.N1" '>-""' cs H rs 11 ;,1 e,1 b j q Aile. t,JdT ;16I/V6 vs g D.. C ~:;,,,.ppAJ~ l'V-f tt:>rJ -SHISIETS ~I~> -, " ~ , Art.I J,4.AOf;)/ Pl/II? ,4~ S' /-(e:>,.,.vlJ PN S 11«cT C· 3-I 14. s £ it ~If.VIS fC DIZWC' l s . -n-1 Is C J4(_ (Qt,,/4{ IP/..) (}Iv~ 'I c.tM.,,e't,;f,.J4, Tl,I'$ T' I-/ e ,:1-s1tAMr.,, ~l9e1f'f tt,(~ f';,/1' PP.s-r. ,l4f'E ltcrvA-~ t,PADS Aae ea,v$11::>t.neo PAl "5 l-/6J:rs te-3 1 + ANO t.""t -,, "l-1 5 I~-1/-l(J /l~f'l)J4{_, vl'IAl)1eN6 IS $,"ttiJt,,vrJ tCJ,V 5~r..s 12-"l-~ 1?--'l ~ ~-Z--~ W'.-5 .. -55e. 5 H"T C-1 4 t=on.. S t?-.E. .. tr~ -rt-I& S~/'Sl'flt:. /'&A:}$ 1PeMTION$ Aft. I'! ',; /.,fovv eJr.J SI-{ GET '5 R -4-J tv'--4 \ ~ • 5 . 'i H < $ '5 ~ ~ \S AN c1&-c::>lNl).ra..'< W'O~t1.NT 1'rt.lClMf.. Ashworth Clothing Conveyor System Material Flow Systems Sketches and Calculations Garment Conveyor and Material Access Platform Carlsbad, CA Cefali & Associates Job No. 00-129 June 12,2000 ~ 8-Z-00 CiTAU & A'.3SOCIAT[~i, INC. COMSULTING SH'UCTURAL ENGINEERS Date ~-. ,~ -e70 Cefali & Associates, Inc. Sheet No. Consulting Structural Engineers Job. No. t)t) .. IZ' to-·2-00 6 Item Sheet No. Title ., Table of Contents I Material Specifications "Z Loading "s -5 Sketches Plan Sections Rail System 'jZ -l to rz_ -4- MAP Structure W\-I +o H-> Components C-\ to C~\4- Date ~ -I z. ·~7> Cefali & Associates, Inc. Sheet No. :Z: Consulting Structural Engineers Job. No. 1/t? • IZ 1 Specifications: 1 Division 1 -General Requirements 1.1 Regulatory agency Uniform Building Code 1997 2 Division 2 -Sitework Foundations Soil Bearing Capacity beneath slab: 3 Division 3 -Concrete: 3.1 Miscellaneous Concrete expansion anchors: ITW RamseURed Head Anchors 4 Division 4-Masonry NIA 5 Metals 5.1 Structural Steel 5.2 Structural pipe 5.3 Structural Tube 5.4 Structural Bolts 6 Wood N/A 1000 psf (assume) ICBO ER 1372 ASTM A-36 ASTM A-53 Gr B ASTM A-500 Gr B ASTM A-307 uno Date ~ .. 1:z. --tJO Cefali & Associates, Inc. Consulting Structural Engineers LOADINGS Sheet No. 1 Job. No. t1tl • I Z e.J PROJECT /J\S Ht.vbltTH SHEETNO. ~ CEFALI & ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS ------------JOB NO. 1?1,;J-/7=4' CLIENT _______ DESIGNER ____ DATE ~-I Z -t?t> (818) 752-1812 • FAX (818) 752-1819 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. 1,0AOS 117723 C'.:FAU l AZ:OCIA7ES, lNC. SHEET NO. __..-$~_ ------------JOB NO. 1/tJ • J"Z'1 CONSULTING STRUCTURAL ENGINEERS CUENT _______ QESIGNER ____ DATE b, 1z--oo (818) 752-1812 • FAX (818) 752-1819 SIGNATUFE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. I $ e {S ""l C -f\)ON-~t.Jl t--~6 ~1"11(.JC"'('UR. ~ VSC. p --z A & -~",:.. AILIA v-se o~ •~ c,1=-Lt... (63<? .. \.(.( 1...0 ~ o COM-&INl"!\I oN l?.t!\ i e. r.> -+(_ -J ,. "" \/"' /Neft.UA$E; 16\'Z,-.5,'?..- ( oct-tH-06 01') """-.) t6 "S3-\ u e c., Ort... \} .,, 1-6 'l N" I VJ R -v --o-5G ( oA-4· ,ct) l l( W -=-().Z~-VV ~ coN,.f'-oi...s -\J ~ 1-6 (o-~)l1)([) vJ -: 0.21./W -Z..-"\ P ~ 2 _ '?-0 c -t'.).,7 ~ (-0. (coc. lt"l~L-C/,'1,$ ~ Fott..... 0.21 l~CO (t"'tL,.. "$ ((~frM...J p 4 ?, .. '2.. t -: rJ,&G\ ::.) l· 0 o. S \'310 ( C ft 17'1 C. Al.-C::: ~ fi ft11t VV' ~ ~ s-t" uc"i) ·--------------------------------167723 Cefali & Associates, Inc. Consulting Stroctural Engineers RAIL SYSTEM Sheet No. fl-1 Job. No. Pt:l• /-Z 61 I - CEFALI & ASSOCIATES, INC. SHEET NO. /l,--z. _____________ JOBNQ. tJ()-/71 CONSULTING STRUCTURAL ENGINEERS CIJENT _______ QESIGf,ER ____ DATE I •f 1. .. R> (818) 752-1812 • FAX (818) 752-1819 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOTTO BE REPRODUCED. 117723 ~A,L.-, ""?<..(5T4 M- -'s [.... £<JI;<., s ' ! ~ I l J t! .. ~ ! .!fl"' ·1 "l ,tij i' ,P ' ' l--lA7. s ecT10N rzi,.\'- -w .. 7f7 Jr/, ( t-1..) vJ ir. -u:;;'/.. .>c tl]t = -z al - ,-l. ., -z,oe,'-JC l!i ~ -Z ?t> ..fs I t!> 98AM-> --:5 r l""-l Io' -6 ,. -uJ -=-, Io' ( ~o~ j ~ 6 0 JJ, 'lb'' k ' 10 V e. t t fl.lA\l v D\(. . ' CEFALI & ASSOCIATES, INC. SHEET NO. \2-3 --------------JOB NO Q0-17etJ CONSULTING STRUCTURAL ENGINEERS CLIENT _______ OESIGNER ____ DAlc 8-Z.-00 (818) 752-1812 • FAX (818) 752-1819 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. 117723 ftlA\L St{,S~W't cor-J 1C J.Ah. zo*', x 4"' 10.s' -::. 840 ti:- -=-64-0 (tN1J CEFALI & ASSOCIATES, tNC. CONSULTING STRUCTURAL ENGINEERS SHEET NO. ~ -4- ____________ JOB NO. 00-f?.ft CLIENT _______ DESIGI\ER ____ DATE 8 ~2. • 00 (818) 752-1812 • FAX (818) 752-1819 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. 117723 IUV,.4 1:'·' ~MS 4-.o n. e/, .4 ~ o. -z. o <. \· 1'".3 41·1' P•~o 1,..oA.P'S, t -N (.) ~ 17A..,-J/\J~ -1'W le t'I,, ~ J,1..-\ t.N t" ~~ ... '21':+~ "TN "L. 'I 'Z ~ -z.. t'- Date t:J~Jz~~o Cefali & Associates, Inc. Consulting Structural Engineers M.A.P. Sheet No. JfA • I Job. No. lfJo-rz 1 (MATERIAL ACCESS PLATFORM) CEFALI & ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS . (818) 752-1812 • FAX (818) 752-1819 SHEET NO. JM • '%, -------------JOO NO. pt:, •/"1, f CLIENT _______ DESIGt-.ER ----£lATE 6 • / z .. ~() /.i:l 'i,•Z.•Oc) SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. 0. t: ¼>~:- 1:9 ~'-,~ -.cs,,. P.-C AP-a A vv(_ U?!.C T t<.,.; ~OR, t,C\JILS -Z,. \ ~ t..tJ~_P_ -ro c.or.-S (Lt..-) ~\.P. jt.,ai,t... .. /,-· .... 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JtAF> P -5-ni0c-ru iZ-& CON-t se ("$, w,, c,., ca;:.Jr 117723 Date 6-11, ~or, Cefali & Associates, Inc. Consulting Structural Engineers COMPONENTS Sheet No. c--u. I Job. No. t!f)o-rz-,. CEi=i4.Ll & ;..s~JCIATES, lNC. CONSULTING STRUCTURAL ENGINEERS (818) 752-1812 • FAX (818) 752-1819 SI-EET NO. C -/ -------------JCIH,IJ. lltl "1-a.1 a.ENT _______ DESIGNER ----~b-l'l •PO , e-z.-~• SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO ADDUCED. " PlP E. A -s "3-6\"l-8 A"' t:J.661!i1,, i.,., f' : o. :.>4 l~ ~ .. (). i-.ss .," ~ \)Cof> = 'f.3-:+~ / J/ / 'fv..-=-3S "4./ / c;.) / , a P. -1.~6'0 .tt ::t.~ -). se,o ,~ ~\-~.IAO,"' F~ ~ ?Os~: / / / / : •. .,2 1K M(A,g•.t4s-o)o.10-i. "';;)-r lANC~ 1 ot-J / H eAO. i-.tl.. .. eoA> N &<:1'1 o >J t / / / I, \ ,_ "" ':'----1 fJ\ • ?-ZB . I I / I / i PtPE. ~~o~tJlS. t.-~ClS l'k.. ;A co~ 1 'Z-'Z9 I ·, I / '.\. LL ...... ----=··-------------------------,t7T.?3 :EFALI & ASSC:iAiES, INC. CONSULTING STRUCTURAL Eil:GINEERS (818) 752-1812 • F~~ (818) 752-1819 ,- 167723 SHEET NO. ' -Z _____________ JOB NO. 6'0 • \"l't a..ENT ' DESIGNER ----~JE f' • t2"' ,o , ~-z.-oo SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOTT :iS"AOOUCED. 14.~,-µ.,1 A=-o. 4o," 1. .3 'SICJ ~ ~ O-t?'t-Z..10\ \ \_ / ,, / /' / / / _, CEFALI & ASSC.:;;.72s, ;:~c. St-EEr I\O. C -3 --------------JOB r-.lJ. a0 -rz.1 CONSULTING STRUCTURAL ENGINEERS (818) 752-1812 • FAX (818) 752-1819 Cl.ENT ________ DESIGNER----~ Z.• IP& l 6-~oO SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO UCED. ~ I I ! CO t4A-Po~ E.r-J ?.> CO I'll l R/bttt-':51/4571! ;v1 CONL_ ue,r 12AtL- -t i..L i e,.t-S..:S t/.t A-5s B T ·2. 2~· ~ ~ O..Llq 4 't,,f •j__ Lo 1·+ .!. ~ 0.G:6~ tY. ... , S~Ae.& CA-A'f'iAP l l l... I l 11ll ~" '15 \ i f• ... i : 1 •'' 1'/9 ! COVI\ b'O"Z-/ ·c-~ . PR.6 p 1-i (l:T'l~.:S . ~<..ow si-(e..,1.fl-'~~ tS~~ ' 1e·: ,~ lz s\t . . 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S \('S TSW\ t;Ol'J T' 117723 0 G.. CT 'tZtA lv e~"t ? ru.,w-,. ~D A~\L., i _,~I.,., 0,41\,l. '2 t'.344 M .J<. 0.0 t), ~33,,;c.- 1 118 11 ~,u 'it!. 6f!NC>111.')6 S"til.t.. CON'T'Tl-o(..S:, (I 1-----l-~--,~----------------... ~.,, -~~.,>,,.--L-0\-:. ~ :::. 2.l" '"' bl ,J e-9'~~ ':. I. Ii '"'. -; o.oq ~ ~ I .6/ CEFAL! ... ,:.:;:,:ClATES, INC. SI-EETMJ.C-5 _____________ JCEMl IJO•fZ,f CONSULTING STRUC;;,,. ::Al ENGINEERS a.ENT _______ DESIGNER ____ DATE 6• / J. "'4Pl> (818) 752-1812 • FA.".: (818) 752-1819 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT ID BE REPRODUCED. I i I l X I i , .. ··-"'"":.·------------------------------ ~,_ I l~:'14 t l,, -s <t"S re IV\ c tJN -r 'pt?:iAC.&·,, -~"""" ~/lt,1>Pte, tt'< V-4." .,~1,..:- J( :/L.¢t~ - ,:. ,. .If 2'' ---«I '+ 1- . ''"" • 0.4&-:+ . "-T = -z ( a ,s-::».") -_1 _. ,_s _ :i.• ----~---"'""""'""" ____________________________ _. 167'123 81-EET MJ. If:.~ ______________ JCl! 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C)O •(7., a.ENT _______ DESIGNER ____ DATE I'~ ft.,,_.,, SIGNATUFE IS VALID ONLY ON PRINT. A SIGNEC COPY IS NOT TO BE REPRODUCED. 8 ~ a. M~ ~Ni' ~t) o A Yt AL. u-s t~G.. 'Z. -11'2..''<f, 1( 'i ~" -~ ,. ! -? -:. ?~0 ""0 !~~ !Jv/..t~sP M • (.(GSr .Jt. 6 11 ::. -=,..off(., ~ 5&.~o,~ 6 11 't. 3 <;: -:: I O ,, o. ',i S ~ o. 2 "3, '" 6 ~ ... « o.il}, . .3 y z~ \,,.,' -:. J. -s~· l\'\o-.p -# t:i 1/ Z'.-( ( c\> {t,'..>$,?k'rl~ l'So'-7'5 3-~"" \ -z NO ":t.o 4-NO ~.o -z '(£6- I "·O 4-YES CEFAL! & ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS (818) 752-1812 • FAX (818) 752-1819 ~ I ' • I COfPi.P t, ,..,j e.. N TC t:, o 1'l . !2-AH ... ~'1'~'"tt!~ f ONr 1'7723 · ST~ifl/ pz,-s.,.-c,eJN N POST C,. "l S 't SO. TUBE , /8"X3"x.3" 'NP . / SI-EET NO. C • "f ______________ JOB NO. 00-,-i 1 a.ENT ________ DESIGNER ____ DATE~ 'I 't--1.?0 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. ,--- ~ ,n L--- POST SO. TUBE 1trrxS'X3" PLATE 3/16"}0"X3 1/4 12" SPACING l I '-,.,__ CEFALI & ASSOCIATES, INC. CONSULTING STRUCTURAL ENGINEERS (818) 752-1812 • FAX {818) 752-1819 ~ C01'4Po,J 8NT$ t;,f.)I\J "t' I r,.tAP S"Tt'Zvct'"Ult.i gost ,.s 3.,. ~ .icVg • • SHEET NO. &'-':-}/.) _____________ JOB NO. t)O •I 'Z-, Cl.ENT _______ DESIGNER ____ DATE I, .. l "1 • •U SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. -··· P..e.'f' ,--36. k t:. {t=~OM 81't.t..\lll) T'5 1b7723 0 . () 4.~t\b 4'«.S ,(~f • 4 ~4-\ -:. i, 4"' {S CEFALI & ASSOCt::ffES, INC. CONSULTING STRUCTURAL ENGINEERS (818) 752-1812 • FAX (613) 752-1819 I CO/J/1Por..J£.,J r-s ~ ON C SHEET NO. C• \ \ _____________ JOB NO. (JI>• l"l 1 CLIENT _______ DESIGNER ____ DATE '•1 "l, t,p A. 'b-7-oo SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. W..A? 5Ttzuc.-ru~e:. c o>-Jz: r,rr~ $ 1" t=rrJ M s ti ~;-+-= [b ~ V ,I ,. \l I/ I\ o"'a~ B.)(Sxl/4-1·~ JiiiL 1 ,.-TS ?;,.;3 J l z l _________ ,_ __________________________ __. 1G7723 , 1 l 8/3/00 Cefali & Associates, Inc. Consulting Structural Engineers Post to Slab connection I Design Summary The slab on grade must accommodate the post uplift and downward forces. This analysis utilizes the non-reinforced characteristics of the slab. II Design Criteria The applicable building codes are the 1997 Uniform Building Code, Section 1922 "Structural Plain Concrete". Ill Design Loads A. Definitions P: Total downward load T: Total uplift load A: Loaded Area fc: 2,000 psi assumed compressive strength of concrete t: Slab thickness 4>: Strength reduction factor (0.65) qa11ow: Allowable bearing pressure of soil Initialize: <I>:= 0.65 Input information: I 1\il / i I I I I ~'i Cl >' i I --i . If • J / I ! 1; m' h le / / f ... t -l q /\I UJw Column Dimensions / / "I --' -,_ Footpl.MCD ' - ' Foot plate size 8"x8" a:= 8.0-in b := 8.0-in bcol := 3in dcol := 3in Load P := 9300-lb Concrete Strength fc := 2300-psi Allowable Concrete Bending Stress Fb = 155.9psi Downward Pmax := 0.75-(1.7-1.1-P) P max = 13043.3 lb Allowable Soil Bearing qallow := 1500-psf Slab thickness dplate := 0.375in t := 5.0-in Allowable Punching Shear Stress lb05 Fvp := 2.66-<\>-{fc--.-m Fvp = 82.9psi S = 50in3 Allowable Beam Shear Stress lb05 Fv := 1.33·<\>·Jfc·-. -m Fv = 41.5 psi Pmax Abearing := -- qallow 2 Abearing = 8. 7 ft Z:\Standard-Calculations\Division 10-Specialties\ 10685_ ST ATij)~fl~Y\Footpl.MCD c-,1.., ' ) ' 8/3/00 Cefali & Associates, Inc. Consulting Structural Engineers Find projection past foot plate Assume Given d := 4.0in Abearing =(a+ 2-d)-(b + 2-d) c := Find(d) d := C d = 13. 7 in Shear Perimeter Footpl.MCD s :=(a+ d)-2 + (b + d)-2 s = 86.8 in Flexure t le:= d -- 2 le= 11.2 in I 2 M:=ffi-~ 2 M = 652.5 lb-ft Actual Bending Stress lb Shear Punching Shear Pmax -(a+ d)-(b + d)·qallow f ·= ---------- vp · t-s Beam Shear (J)·le f ·--v .- Foot Plate Bending p f ·--p .-a-b Mplate fplate:=-- Splate t-ft fp = 145.3psi M'plate f' plate := -- Splate fb = 156.6-. 2 Actual Punching Shear Stress lb fvp = 18.8-• 2 Ill Actual Beam Shear Stress lb fv = 23.3-. 2 Ill Cantilever Portion Ill ·-fp [( a -be01)]2 . Mplate ---· ----·Ill 2 2 Mplate = 0.5 in-k splate = 0.0234 in3 fallow:= 0.75-36ksi fplate = 19.4 ksi Allowable Bending Stress lb Fb = 155.9- Allowable Punching Shear Stress lb fvp = 82.9-. 2 Ill Allowable Beam Shear Stress lb fv=41.5-• 2 Ill • 2 Ill Simple Span Portion 2 beol M'piate := fr·---in 10 M'plate = 0.1 in-k f' plate = 5 .6 ksi fallow = 27 ksi Therefore the 5 inch net Slab Can accomodate 9300 lbs using a 1500psf bearing pressure Z:\Standard-Calculations\Division 10-Specialties\ 10685 _ ST ATig)~f\~Y\Footpl.MCD C-13 PROJECT Ii-:, s H w (1 rL 1:H SHEET NO. C-( 4 CEFALI & ASSOCIATES, INC. ______________ JOBNO. oo-1'2-"'1 CONSULTING STRUCTURAL ENGINEERS CLIENT ________ DESIGNER ____ DATE 8. z..---oe,, (818) 752-1812 • FAX (818) 752-1819 SIGNATURE IS VALID ONLY ON PRINT. A SIGNED COPY IS NOT TO BE REPRODUCED. Co MPONt::NTS CO I\.) 'c ,J j "Z ,,, fl/I. -:. (J, /4-5 X ~ ~ 0 . .q.c:;, 'Z.. v«"P ~ o.ozs,,..3.x tJ.1':,(¼) -:. tJ. 6 'l 11, > t,,. " $ t, ll 167723