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HomeMy WebLinkAbout2791 LOKER AVE W; ; CB993434; Permit/ j ~ \J\\~~a 10/01/1999 City of Carlsbad Commercial/Industrial Permit Permit No: CB993434 Building Inspection Request Line (760) 438-3101 Job Address: 2791 LOKER AV WEST CBAD Permit Type: Tl Sub Type: INDUST Parcel No: 2090811500 Lot #: 0 Status: ISSUED Valuation: $64,000.00 Construction Type: NEW Applied: 09/16/1 S99 Occupancy Group: Reference #: Entered B~~9B .ti~M,t/99 (t Project Title: 10/01/1999 RACK SYSTEM-ASHWORTH Plan Appcmr~~t=r Applicant: ASHWORTH INC 2791 LOKER AVENUE WEST CALRSBAD CA 92008 760-929-6176 Total Fees: $778.46 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 $0.00 Issued: Inspect Area: ... l'.inct) 6n Fee TAL RICAL TOTAL MECHANICAL TOTAL Master Drainage Fee: Sewer Fee: Redev Parking Fee: TOTAL PERMIT FEES 10/01/1999 Due: $477.09 $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 $778.46 FINAL APPROVAL Date: 5 · t · ff2) 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. 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 Validated By _ __,, __ .............. __ -+-._...,,,."'"Q Date. __________ --4,,,~4,o;14--1-l 1. PROJECT INFORMATION .274. I L.....o ~ {{ Address (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Assessor's Parcel # Existing Use Name Address 3. APPLICANT O Contractor O Agent for Contractor ~ Owner S,V"' E. A s. A:bc11.J E.. Name Address 4. PROPERTY OWNER Askwo,th, +N<--)-]'i l Name Address 5. CONTRACTOR -COMPANY NAME #of Stories City 0 Agent for Owner City City Unit No. Phase No. Total # of units Proposed Use lfO:if ,5e(l,,!/l'rrl.t. ·99 (l(h, .. lf)Jf Bath~ms JO State/Zip Telephone# Fax# State/Zip Telephone# State/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 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). Name Address City State/Zip Telephone# State License # ----------License Class----------City Business License # -------- Designer Name Address City State/Zip Telephone State License # ---------- 6. WORKERS' COMPENSATION 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 ($1001 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' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE--======::::::::-:::-.~-----~------ 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: ~ 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.~ YES ONO 2. I (have I 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 I phone number I contractors license number): 37 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 I address I phone number I 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 I phone number I type of work): _________ -.--i''---11--~a;;:r-,----,,----------------------f----t-,-------------- 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 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 ANO THE AIR POLLUTION CONTROL DISTRICT. 8. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME--------------LENDER'S ADDRESS ________________________ _ 9. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY ANO 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 365 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 t need for a period of 180 days (Section 106.4.4 Uniform Building Code). j h APPLICANT'S SIGNATURE . DATE '1 ~ I~ (tj \AIUITC. ca... VCI 11"\\AI, ,,. __ ,: ___ ... r"IIIIIV. r-•. __ - City of Carlsbad Bldg Inspection Request For: 3/3/2000 Permit# CB993434 Title: RACK SYSTEM-ASHWORTH Description: Type: Tl Sub Type: IN DUST Job Address: 2791 LOKER AV WEST Suite: Lot 0 Location: APPLICANT ASHWORTH INC Owner: CHARTER GOLF INC Remarks: PALLET RACKING Total Time: Description CD 14 Frame/Steel/Bolting/Welding Associated PCRs lnsgection Histort Date Description Act lnsp Comments Inspector Assignment: PD --- Phone: 7609296176 lnspecto&=_ Requested By: N/A Entered By: ROBIN 1/10/2000 14 Frame/Steel/Bolting/Welding NR TP ND FIRE APPVL 1/10/2000 14 Frame/Steel/Bolting/Welding NS TP 10/19/1999 14 Frame/Steel/Bolting/Welding AP PD 10/8/1999 14 Frame/Steel/Bolting/Welding PA PD EsGil Corporation 'ln Partnersliip witli (jovernment for 'BuiUing Safety DATE: 9/24/99 D AP..f~ANT ~~ JURISDICTION: Carlsbad 0 PLAN REVIEWER 0 FILE PLAN CHECK NO.: 99-3434 SET: I PROJECT ADDRESS: 2791 Loker Ave. West PROJECT NAME: Pallet Racking 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 in Remarks 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. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) F I # Mail TelE;!phone Fax In Person • REMARKS: Please make the notes in red as on t Set I plan to the City Set I plan. By: Mike Puckett Esgil Corporation D GA D MB D EJ D PC Enclosures: 9/20/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-3434 9/24/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-3434 PREPARED BY: Mike Puckett DATE: 9/24/99 BUILDING ADDRESS: 2791 Loker Ave. West BUILDING OCCUPANCY: S 1 TYPE OF CONSTRUCTION: VN I BUILDING PORTION I BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) Pallet Racks NA City Value 64,000.00 Air Conditioning Fire Sprinklers TOTAL VALUE 64,000.00 D 1994 UBC Building Permit Fee • Bldg. Permit Fee by ordinance: $ 463.58 D 1994 UBC Plan Check Fee • Plan Check Fee by ordinance: $ 352.51 Type of Review: D Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 282.01 Comments: Sheet 1 of 1 macvalue.doc 5196 Carlsbad Fire Department 990346 2560 Orion Way Carlsbad, CA 92008 Fire Prevention (760) 931-2121 Plan Review Requirements Category: Building Plan Reviewed by: /'1 ~LL Date of Report: 09/24/1999 ~~~~~~~~~~~~ Name: Kieth Almryde Address: 2791 Loker Ave W City, State: Carlsbad CA 92008 Plan Checker: Job Name: Ashworth Golf ~~~~~~~~~~~~~~~~-+~ Job Address: 2791 Loker Av W IZI 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 I 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 I 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 I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and I or specifications to this office for review and approval. 1st 2nd 3rd Other Agency ID 990346 FD File# Ashworth Golf Apparell Interlake Racks Location: Carlsbad, CA Prepared For: Index Industries Inc. Huntington Beach, CA Prepared By: Peter S. Higgins And Associates Consulting Structural Engineers 1225-F North Pacific Glendale, CA 91202 (818) 549-0072 Peter S. Higgins, S. E. JobN. 3935 Septep1ber 1 , 1999 ' This Document and the design it contains ,ls copyri t is provided as an instrument of service.fad shal ot the written permission of Peter S. Higgins and S<fff" REPRODUCTIONS 0 PETERS. HIGGINS AND ASSOCIATES Project: Ashworth Golf Apparell September 14, 1999 CONSULTING STRUCTURAL ENGINEERS Table of Contents Job No. 3935 Sheet ii 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 l.2Loads .................................................................................................. 1 1.2.1 Vertical (Dead plus Live) .................................................................. 1 1.2.2 Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1.2.2.1 General (UBC 2222)-Zone 4 ....................................................... 1 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 LB311H ................................................................................ 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 Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.4.1 Base Shear ..................................................................................... 4 2.4.2 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2.4.3 Post -Combined Stresses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.4.4 Beam Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.4.4.1 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.4.4.2 Connection Capacity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.5 Transverse Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2.5.1 Base Shear ..................................................................................... 5 2.5 .2 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 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 ................................................................. 6 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETERS. HIGGINS AND ASSOCIATES Project: Ashworth Golf Apparell September 14, 1999 1 Reference Data CONSULTING STRUCTURAL ENGINEERS Job No. 3935 Sheet 1 This calculation reviews the installation of storage racks for structural adequacy. The sealing of draw- ings is for the structural review of the storage racks only. Other information is not reviewed, nor approved. 1.1 Documents 1.1.1 Drawin2s 1.1.1.1 By Peter S. Hi22ins and Associates IL-9, SK-1 1.1.1.2 By Others Index Industries Inc. (Job #99283-1) Sheet 1 of 1, Rev. - 1.2 Loads 1.2.1 Vertical (Dead plus Live) Design Loads Max. Load/Level = 0.50 kips Avg. Load/Level = 0.50 kips Note: Design loads include impact allowance. 1.2.2 Seismic 1.2.2.1 General (UBC 2222)-Zone 4 0.8ZN J CJ 2.5Cal o.11ca1ws; ws;v=-ws; W R RT R Where: For default soils: Ca=0.44Na Cv=0.64Nv Soil Profile Type=SD I=l.00 1.0:SNa= :'.S 1.5 1.0:SNv= :=;2.0 Substitution yields: For working stress designs: R=(l.4)(5.6)=7.84 Longitudinal (moment frame) (1.4)(4.4)=6.16 Transverse (braced) T=Structure Period (sec) W =Rack+ Contents per 2228.5.1 0.082N v 0.035Naws;o.041NvWs;V 10n9 = T ws;o.140NaW 0.104Nv 0.035Naws;o.052Nvws;vtrans= T ws;o.179NaW For sites distant from major faults: Na =Nv= 1.0: ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETER S. HIGGINS AND ASSOCIATES Project: Ashworth Golf Apparell September 14, 1999 Substitution yields: CONSULTING STRUCTURAL ENGINEERS < _ 0.082 < 0.035W -V long -T W -0.140W < _ 0.104 < 0.052W -V trans -T W -0.179W 1.2.2.2 Short Formulation Job No. 3935 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: For sites distant from major faults: Na=Nv=l.0: V long:; 0.140W = 0.140(DL + LL/2)"" 0.070W V trans:; 0.179W = O. 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. PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell September 14, 1999 2.1 Components and Geometry W D h ' g ' f ~ ' e ~ ' d ~ ' C ' ' b : a :' W=lll" a=6" b=24" c=24" d=24" e=24" f=24" g=24" h=24" j=24" k=24" 1=24" Beam Type LB311H < 111" 2.2 Check Beams 2.2.1 Desi~n Forces 2.2.1.1 LB311H H LW M:<S:--'-(2)(8) = 3 .4 7 inch kips H=264" D=min. 30" 1 =50" 1~=60" Upright Type min. LU-25B Base Plates-ALL Seismic M s. <--mm -0.6F y =0.11 in3 Job No. 3935 Sheet 3 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell September 14, 1999 2.2.1.2 Beam Properties 1 " - ~1 11. t 1.63" l.=to.010·· 2. 75" LB311H Sx=0.63 in3 Ix=l.13 in4 2.3 Check Posts (Dead plus Live Loads) 2.3.1 Load to Post < (# of levels)(L) p_ 2 = 1.5 kips 2.3.2 Post Properties (net section) 5" 1~ 8 " X~+~~--X 2.4 Lon2itudinal Seismic 2.4.1 Base Shear Use Code Default Values, V=0.14W=0.21k 2.4.2 Desi2n Forces P< 1.5k. V<.0.21k M< Va/2 ~ (0.21x24)/2 =2.5 inch kips t=0.090 in A8 =0.54 in2 Sx=0.45 in3 rx=l.11 in Sy=0.24 _in3 ry=0.62 m lylry=81 a/rx=22 Fa=18.9 ksi Pa=l0.2k ---"k Mxa=l3.~~- Job No. 3935 Sheet 4 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETERS. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS Project: Ashworth Golf Apparell September 14, 1999 2.4.3 Post -Combined Stresses =0.33 ~ 1.33 O.K. 2.4.4 Beam Connections 2.4.4.1 Design Forces Mconn ~ 2.S"k 2.4.4.2 Connection Capacity 4" l • • 7 /1 6" diam. Pin Vo = 2.5 kips 2.5 Transverse Seismic Standard Connection Ma =(1.33)(2.5)(4)= 13.3 ink O.K. 30" Deep Single deep rows govern by inspection. 2.5.1 Base Shear Use Code Default Values, V =0.18W =0.59k 2.5.2 Design Forces Job No. 3935 Sheet 5 ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only. PETERS. HIGGINS AND ASSOCIATES Project: Ashworth Golf Apparell September 14, 1999 [) .. ... CONSULTING STRUCTURAL ENGINEERS Vh' p =-eq D h' = 145 inches Peg =2.8 kips Job No. 3935 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 =0.68k 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 Desi1:n Force Pbr:::;:0.85k 2.5.2.2.2 Brace Capacity 12 0.071" Anet=0.26 in2 __ ...... ,. rmin =0.38 in 4 L (in) 60 kl r 158 Fa (ksi) 5.99 Q=0.82 Pa (k) 2.08 O.K. ©Copyright by Peter S. Higgins and Associates. Provided as an instrument of service. Copying by written permission only.