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Home My WebLink About1812 ASTON AVE; ; CB994468; PermitCity of Carlsbad 12/30/1999 Commercialllndustrial Permit Permit No: CB994468 Building Inspection Request Line (760) 438-3101 Job Address: 181 2 ASTON AV CBAD Permit Type: TI Parcel No: 2121200600 Valuation: $300,000.00 Construction Type: NEW Occupancy Group: Project Title: INSTALL NEW RACKSNENTlLATlONl 12/29/1999 Sub Type: INDUST Lot #: 0 Status: ISSUED Applied: 12/03/1999 Reference #: Entered By: GMF Plan Approved: Issued: 12/30/1999 Inspect Area: Applicant: C/O ALLEN BLACKMORE P 0 BOX 424 RANCHO SANTA FE CA 92067 COBRA-BLACKMORE Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee TofiAy u.7-t-eu ERM~T FEES $2,473.77 FINAL APPROVAL Inspector: Date: Clearance: NOTICE: Please take NOTICE that approval of your project includes be 'Imposlon' of fees, dedications, reservations, or other exadons hereafter wllecSvely follow the protest procedures set folth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for referred to as 'feesiexactions.' You have 90 days from the date this permh was issued to protest imposition of these feeslexactbns. If you protest them, you must review, set aside, void, or annul their imposition. 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, You are hereby FURTHER NOTIFIED that your right to protest the specified feeslexatiwns DOES NOT APPLY to water and sewer connection fees and capady changes, nor planning, zoning. grading or other similar application pracessing OrserviCe fees in connection with this project NOR DOES IT APPLY to any feeslexactions of which you have previously been uiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 ~ City of Carlsbad May 23, 2000 COBRA-BLACKMORE C/O ALLEN BLACKMORE P 0 BOX 424 RANCHO SANTA FE CA 92067 Permit Number: CB994468 Issue Date: 12/30/1999 RE: BUILDING PERMIT EXPIRATION ADDRESS: 1812 ASTON AV PERMIT TYPE: TI PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 6/27/2000, The provisions of UBC, Section 106.4.4 as amended by the Carlsbad Municipal Code state: “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 (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or work authorized by such permit exceeds three calendar years from the issuance date of permit. Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work authorized by the permit by the Building Official within 180 days of the date of permit issuance. Work shall be presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit. Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action on a permit after expiration, the permittee shall pay a new permit fee. Any person holding an unexpired permit may apply for an extension of the time within which work may commence under that permit when the permittee is unable to commence work within the time period required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. Please check below indicating your intentions and return this letter to us. Project abandoned. A new permit will be obtained prior to commencing work. No fee extension requested for 180 days. (attach a letter of explanation) Renewal permit requested. If the project has been completed and only a final inspection is needed, please call the inspection request line at (760) 602-2725. If you have any questions, please contact the Building Inspection Department at (760) 602-2700. PAT KELLEY Principal Building Inspector 1635 Faraday Avenue - Carlsbad, CA 92008-731 4 - (760) 602-2700 FAX (760) 602-8560 @ FOR OFFICE USE ONLY PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT PLAN CHECK NO. cncrqsrbu' 1635 Faraday Ave., Carlsbad, CA 92008 EST. VAL. 1, I.& %a Plan Ck. Deposit $ .3,qT3 .= Validated By /a? Date tzl 31qCl Legal OesCriptiOn Lot NO. Subdivision NamelNumber Unit No. Phase No. Total X of units 6805 12/03/99 0001 01 02 Proposed Use - 2473.77 Description of Work SQ. FT. X of Bedrooms I of Bathrooms 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 Contrectors license number): 5. I will orovids some of the work. but I have contracted (hiredl the followinq ~ersons to provide the work indicated (include name I address I phone number I tvPB 1s the applicant or future building oc&nt required to submit a business plan, acutely hazardous materials re~istr~tion form 01 risk management and prevention program under Sections 25505. 25533 or 25534 of the Prerley-Tanner Hazardous Substance Account Act7 YES 0 NO Is the applicant or future building Occupant required to obtain a permit from the air pollution Control district or air QUSlity management district7 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site7 YES 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. " .~;:""~~~~~@#~~N~~~~~OEN~~":::'":".''.".,':,,' :;.I, ~~~~~~~,~~~~~~~~~~~~"~~:':,~ ;..2 :i,.,:; ~.:,::'::':i::i::i::/i/l:::l:/:I::,:r:: ,,:,,;:,::.;: ..', ,.,;, ,. .,., :.,.:.i:,,;',,':';i:.::: ,;,:.,. . I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is iswed ISec. 3097lil Civil Code). I ., I certify that I have read the application and state that the above information is Correct and that the information on the plans io accurate. I agree to comply with all City ordinances and State laws relating to building EOnStrUCtion. I hereby authorize IepresentatiYeS of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE. INDEMNIN 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. 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 EXPIRATION: Every permit issued by the building Onicial under the provisions of this Code shall expire by limitation and become null and vaid if the building or wo* at any time after the work is 4.4 Uniform Building Code). APPLICANT'S SIGNATURE 1 DATE I%/ $1 'f 7 WHITE: File YELLOW Applicant PINK Finance 7 EsGil - Corporation ln Tartncrsfiip with ~ouemmnt for BuiUining Safety DATE: 12/29/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-4468 &%yT 0 PLAN REVIEWER 0 FILE SET: I1 PROJECT ADDRESS: 1812 Aston Ave. PROJECT NAME: Tenant Improvement for Acushnet Company 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 0 The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. 0 The applicant's copy of the check list has been sent to: [XI 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: (by: ye phone #: Date contacted: Fax #: (ICBO #4016 requires special insp tion for all anchors.) 2. Provide special inspection program for the Hilti anchor installation pri to issuance the building permit. 3. The designer stated that the path of travel to the remodel rea and the bathrooms serving the remodel area comply with all the current disabled access requirements. Please verify. 4. Fire Department approval is required. Mail Telephone Fax In Person [XI REMARKS: 1. Note on the plan to p Ide special inspection for the Hilti adhesive anchor. By: David Yao Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC I 2/28 trnsmll.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation - - 2n Tartncrship with ~overnmnt for BuiMinJSafety DATE: 121 14/99 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-4468 PROJECT ADDRESS: 1812 Aston Ave. SET: I 0 APPqANT d PLAN REVIEWER 0 FILE @-mm.> PROJECT NAME: Tenant Improvements for Acushnet Company 0 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. c] The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. \ [XI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [XI The applicant's copy of the check list has been sent to: Hong Bach 2151 Michelson Drive Suite 140 lrvine CA 92715 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: Telephone #: Date contacted: (by: 1 Fax #: Mail Telephone Fax In Person 0 REMARKS: By: David Yao Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1216 tmsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-4468 12/14/99 GENERAL PLAN CORRECTION LIST PROJECT ADDRESS: 1812 Aston Ave. DATE PLAN RECEIVED BY DATE REVIEW COMPLETED: ESGIL CORPORATION: 12/6 121 14/99 FOREWORD (PLEASE READ): 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 and submit two new sets of prints to: ESGIL CORPORATION. 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. 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? 0 Yes 0 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, UMC and UPC and the 1996 NEC. 5. Provide a note on the plans indicating if any hazardous materials will be stored andlor used within the building which exceed the quantities listed in UBC Tables 3-D and 3-E. Carlsbad 99-4468 12/14/99 6. 7. 8. 9. IO. 11. 12. 13. 14. 15. 16. 17. 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. Plans and calculations shall be signed by the California state licensed engineer or architect where there are structural changes to existing buildings or structural additions. Please include the California license number, seal, date of license expiration and date plans are signed. Business and Professions Code. Only the storage racks, smoke curtain and skylight are included in this plan review UBC Section 107.2 requires the Building Official to determine the total value of all construction work proposed under this permit. Please provide a signed copy of the designer’s or contractor’s construction cost estimate of all work proposed. The tenant space and new and/or existing facilities serving the remodeled area must be accessible to and functional for the physically disabled. See the attached correction sheet. Title 24, Part 2. Obtain Fire Department approval for groups F, M and S occupancy storage per UBC Sections 306.8, 309.8 and 31 1.8. Indicate the clearance from the new racks to the existing building walls and building columns. Note on the plans that the rack design loads will be posted. Provide forklift protection per Section 2222.5. Provide complete rack construction details on the plan with calculation to justify it.. Note on the plan the ICBO approval number for the new skylight. 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. SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may employ the special inspector), certify that I, or the architectlengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineedarchitect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Signed 1. List of work requiring special inspection: 0 Soils Compliance Prior to Foundation Inspection 0 Field Welding 0 Structural Concrete Over 2500 PSI 0 High Strength Bolting 0 Prestressed Concrete 0 ExpansionlEpoxy Anchors 0 Structural Masonry 0 Sprayed-On Fireproofing 0 Designer Specified 0 Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: A. B. L. 3. Duties of the special inspectors for the work listed above: A. B. C. Special inspectors shall check in with the City and present their credentials for approval p&& beginning work on the job Site. SIP 4997 Carlsbad 99-4468 12/14/99 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-4468 PREPARED BY: David Yao DATE: 12/14/99 BUILDING ADDRESS: 1812 Aston Ave. BUILDING OCCUPANCY: B-2/H-2/A-3 TYPE OF CONSTRUCTION: 111-N I I I I I TOTAL VALUE [XI 1994 UBC Building Permit Fee 0 Bldg. Permit Fee by ordinance: $ 276.33 1994 UBC Plan Check Fee Plan Check Fee by ordinance: $ 179.61 Type of Review: @ Complete Review 0 Structural Only 0 Hourly 0 Repetitive Fee Applicable 0 Other: Esgil Plan Review Fee: $ 143.69 Comments: Sheet 1 of 1 macvalue.doc 5196 PlANNlNG/ENGINEERING APPROVALS CARUBAD COMPANY STORES VILLAGE FAlRE COMPLETE OFFICE BUILDING OTHER PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST 6- \ Plan Check No. CB Address I &;?- k5t-m /4d j 1 Planner f?Ma Phone (61 9) 438-1 161, extension 3d 1- I ! APN: b\% c - U -1 ~ i - 4 - y Y _o Type of Project & Use:* Tr Net Project Density: DUlAC I Zoning: General Plan: Facilities Management Zone: CFD linlnllt) #-Date of participation: Remaining net dev acres: Circle One %A% man ;:E: xxx YUU YU (For non-residential development: Type of land used created by 669 this permit: ) Ebb s:: Yo Leaend: @ Item Complete sl Item Incomplete - Needs your action Environmental Review Required: YES - N6 TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES __ TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: - wo NO - 0 Coastal Zone AssessmentlCompiiance Project site located in Coastal Zone? YES- NO JL CA Coastal Commission Authority? YES- NO If California Coastal Cornmisslon Authority: Contact them at ~ 31 11 Carnlno Del Rio North, Suite 200, San Diego CA 92108-1725; 1619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum - - - Floor Plans). ..2) Complete Coastal Permit Determination Log as needed. [3 0 0 lnclusionary Housing Fee required: YES - NO (Ettectlve dam 01 Incluslonary Wowq Ordmame ~ May 21. 1493.) - Data Entry Completed? YES - NO - IA/P/Ds, Activitv Meimename. enter CBX. toolbar. Scnens. Homing kms, ConStrWt Housmg YIN. Enter Fee, UPDATE!! Site Plan: 0 0 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines. D 2. Provide legal description of property and assessor’s parcel number. Zoning: 0 0 1. Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: ’ Required Shown 17 0 [7 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 0 jJ 3. Lot Coverage: Required Shown L 0 4. Height: Required , Shown . 0 5. Parking: Spaces Required Shown Guest Spaces Require F‘ Shown 0 Additional Comments fk, Carlsbad Fire Department 990477 2560 Orion Way Fire Prevention Carlsbad, CA 92008 (760) 931-2121 Plan Review Requirements Category: Building Plan Date of Report: 12/15/1999 Reviewed by: Name: MVA Architects Address: 2151 Michaelson Dr City, State: lrvine CA 92614 Plan Checker: Job #: 990477 Job Name: Acushnet Bldg #: CB994468 Job Address: 1812 Aston Ste. or Bldg. No. IXI Approved 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. 0 Approved The item you have submitted for review has been approved subject to the Subject to 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. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and I or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review 1 st 2nd 3rd Other Agency ID Client: STRUCTURAL CALCULATIONS MVA ARCHITECTS Project: ACUSHNET Location: 1812 ASTON, CARLSBAD, CA Building Code: 1997 UBC Plump File No: 991116 By: R.P. Date: November 29, 1999 Revisions: I I These cakulatkms not valid uniass signed and sealed in spam above. is! , -. ,. ... . .. ', , " . ".". . . , . . .. . .. . . . . . ". . " . "- " . ." LMdS Strrl Sestjon Axial Load X-X Axis Moment 3.21 k 0 00 k-4 Plate Dimrnrlonc Plate Length 7.000 Ih Plat8 Width 5000in Plate Thtcknese 0.260 In Support Pirr Size Per Length 12000in Pier Wldth 12MMtn Sectson Length Section Wldm 3.250 In 3030 in Flange Thkkness 0.105 in Web Thlcknoss 0.106 m Allowable sbwrer Concrete fc 2.m 0 psi Base llate Fy 38 M) ksi Load Duration Factor 1 .m Anchor Bolt DItr Dist. fmrn Plate Edge 1000 In Bolt Cwnt per Side 2 - Tmnoion Capacity 1.885 k BonArn 0 110 an2 Barnplat. OK "" I 1 ' Concrete Bearing Smrr Thlckness OK Adual Wring Stress 91 7 PSI Ailow per AISC .IO 2,233.5 psi q.298 1 psi 1 Allow par ACI 10 15 Full Bnrlng : NO BoH Tenslon i "" .. I Plate bndlng stress Boaring stress OK .. ., . " .- " ActunI fb 16,847.2 psi Max Allow Plate Fb 27,000.0 psi Trnrlon Bolt Force &It Tension OK Actual Tension OWOk i Allowable 1 885 k "- , .,. I. ..~..-. _,-. ..,, . . . I " , . "~ TUI, : Acumet Job# 991116 00- a#rpllwl: .~ .~ Dine: 6wpm: Rack d hscrlptlon POST i Qencral Shapes Type ... I #1 Rectangular Height 3.lWm Wldth 0.105 In 0 037 In 0.000 In n2 Rectangular Height 0.105 iQ Width 3.000 in 1500in 1 588 In #3 Rectangular Height 0.105 In Width 3.000 in 1.500 in *o Rectangular Height "1.588 in 0.425 in Wrdth 0 105 m 2 063 ln 1 338 in 6 Ratangular Height 0.473 in Width 0.105 in 2.883 In -1 338 in x cg Y ca [summary ... " Total Area 1 041 in2 Ixx 2.00 in4 rxx 1.387 in 1.24 in4 X cg Dirt. 1.17 m r YY 1.092 in Y cg Oist 0.00 in Edge Distances from CG 'W *X -X +Y 1.640 in s bP -Y 1 846 In s left -1.184in S righl 1 048 in3 0.673 in3 1 221 In3 -1.640 in SbattDm 1.221 in3 . , .. I .. _. . ..... " . . . . . . ... . .. . . " . .. . __ . -... . .. ._ . m: Acushncl Job# 991116 DbrerpClon ! DSgnr: Dale: . .. . . " . . .~ ~. -...- ~ .~ w: Rack c 1 *"<WUI Built-Up Saction Properties Paw 1 Descrlptlon Struts and Bracing6 I General Sham "-I #l Rectangular Hqht 2.250 in Width 0.075 in 0.W in O.Oa, in *L Rectangular Hsight 0 075 in Wldth 1.425in 0.750 in 1.W in #3 Rectangular Height 0.075 in Width t.42S in 0.150 in -1 088 in Type..: xce y co I Summary... 1 Total Area 0 381 in2 Irc 0.32 in4 r%4 0.921 in X q'0ist. 0.42 in IYY 0 OQ in4 rW 0.483 in Y cg Dicit. OW In Edge Distance6 from to. +X 1 043 in -X 5 left -0 457 in s fight 0.195 in3 0.085 in3 +Y 1.125in s WP -Y 0 207 in3 -1.125in sbotlan 0 207 1n3 " - - - .. .. .- _. - " . . ." I Descrlptlon Beam I General Sh8p.S m... X? Reclangular Hbighl 2.562 in Width 0.062 in 0 031 in 1.281 in rr? Ramangular Helght 16251n WiM 0.082 in 0.750 in 3.375 In tK3 Reclangular Height 4.187 in Width 0 062 in 3 250 In 2 083 In #4 Rectangular Height 0 002 in Width 3.254 in 1.625 in 0.031 in x5 Rectangular Height 0.082 In Wdul 0.750 in 0.375 in 2.562 in (#I Rectangular Height 0.062 in Width 2 500 in 2 000 in 4.1871n x cg ycg I Summa ry... - I Total Area 0.922 in2 IXX 2 30 in4 rm 'I 579 In 151 In4 'W 1.281 in IYY x cg Girt. 1.71 In Y cg Dirt 2.02 in Edge D~stances from CG *X 1.589 in s IOI~ 0.884 in3 .X -1 712 in S nght 0.985 in3 tY -Y -2 018 in 2.200 in slap S bottom 1.046 in3 1.139 in3 s -1” ,/ / //” r‘ 8 /,’*I0 /” /‘ /” ./” i 7DY L 4-Y a 1 ! I 1 ! 1 I I i I I I i I I I I i I I I i i ! I I ; i I ,.. , ~. . . , ,. I . . .. . . . . , ._ .. ._. , ". -. "_ ". TI& : AcWMQI Job# . 991118 hte. Oesuiv;p(ia ... . , . . . . . , . . .. . . . . ..~ . . ..~, Frame F1 9 7 L2.03PM. 22 DEC 99 FastFrame 2-0 Frame Analysis v=,nn. Paw 1 i- i 1.2 2-1 2-3 2.8 I Free 1 FM I Free Free 5 3.500 3Mo 3.m 3.m 4.w 3.m ! 4.990 I 54 4-10 65 110 4.9 6-7 74 E4 sa as FRC Fmr FlW Free 3 4 4 4 5 9 5 10 10 i I i 6 7 7 8 I Fm I FWA jMambcr 9.10 T- I I 1u:L n Lu:XY 0.500 3 500 05W 3 500 3.590 4~950 3.500 4.- K:L K:XY 1 .oo l.W 10 1.00 100 100 1.00 1w 1 .oo 1.00 100 1 m 1.00 1 .00 2.7 24 3.4 4-10 34 4.5 4-9 510 B7 ?..¶ 8.4 3.500 3 500 4.950 3.5w 3.500 4930 3 500 3.500 3.m 3.500 3m 3.500 0.500 OM0 3.m 4.w 4.950 3.500 3.500 3.500 3.500 3 so0 1 .a, 1.00 1w 1.00 1.00 1 .a 1.0 1.00 1.00 1.00 1 .w 1.00 l.w 1 .a 1.0 100 I 10 2.03PM. 22 DEC 99 FastFrame 2-D Frame Analysis "508- Pew 2 .." . -0.7Mk -0.3754 0.116k 0.203k 0.087k 1 .ooo two 1 .ooo 1 .ow 1 .ow 1 ,000 4.10 4.5 c5 4.9 69 510 5.10 67 67 7-0 7.8 64 8-4 &9 P10 b9 P10 i . .j 3, .? " I 1 I 1wo 1 -1 ow two 1330 I .t.oOo 1.W I .ow Foltcs... . ... , . , T t I k k -0.76049 0.45400 n-4 - 0 1 21 151 0 176W c.44367 1.1w7 -0.00528 -1 342213 001567 0 15902 O.tW17 1 17070 -o.vos% -0 57072 001349 0 39286 4.1M21 0.392W -0.00875 0 20377 4.00267 3.10351 1.21151 3.17506 0 86972 1.m 0 02320 1.5?6$2 3MRo6 1.16383 0.39596 0.00013 -0.07570 0.m5 000595 0- O.MH85 0.0050s 0.01446 -0.mio 0 w595 0 oC595 0.00595 0.00595 ~. 4.00077 0.00287 0 00595 0.00505 0.0050s O.oMo5 0.32192 0.00013 -0 08575 0 00342 -0.00595 -@..005s5 0 01278 -0.001w 0 0266 4 am 4.21704 0 0.00008 0 0 0 0,04792 0 -0.01m 0 0 0 4.00270 0 OWiU3 0 0 0 0 0 .o 18096 0 -0.wws 0 0 -001202 0.04116 -O.(1oJ50 0 Do931 Nod. 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