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HomeMy WebLinkAbout258 BEECH AVE; ; CB090245; Permit07-26-2010 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Miscellaneous Permit Pernnit No: CB090245 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: PC#: Project Title: 258 BEECH AV CBAD MISC 2031420400 $0.00 Subtype: Lot#: OTHER 0 MAGEE PARK-GAZEBO RELOCATION Status: Applied: Entered By: Plan Approved: Issued: Inspect Area: ISSUED 02/13/2009 KG 07/26/2010 07/26/2010 Applicant: CITY OF CARLSBAD Owner: CITY OF CARLSBAD PUBLIC AGENCY 00000 PUBLIC AGENCY 00000 Miscelaneous Fee #1 Miscelaneous Fee #2 Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 Total Fees: $0.00 Total Payments To Date: $0.00 Balance Due: $0.00 Inspector: ki FINAL APPROVAL Date: CJZi\ Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Impoattion" of tees, dedications, reseivations, or other exactions hereafter collectively refen'ed to as lees/exactlons." 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 Govemment 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 pnxedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar applteation processing or senrice fees in connection with this project. NOR DOES IT APPLY to any fees/exactlons of which vou have previously been given a NOTICE similar to this, or as to which the statute of limitations has oreviouslv othenwise expired. City of Carlsbad 1635 Faraday Ave., Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax: 760-602-8558 www.carlsbadca.gov Building Permit Application Plan Check No Est. Value Plan Ck. Deposit JOBADDRESS ^ /} , / / / ^..r rf-t 1 SUITE#/SPACE#/UNIT# CT/PROJECT # L0T# PHASE # # OF UNITS # BEDROOMS # BATHROOMS TENANT BUSINESS NAME ' CONSTR. TYPE OCC. GROUP DESCRIPTION OF WORK: /nc/ude Square feet of Affected Area(s) EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESD # NO • AIR CONDITIONING YES • NOD FIRE SPRINKLERS YES • NO • ONT^TNAME (If DJfferenf Fom Applicant) / APPLICANT NAME, , / ADDRESS ZIP CITY STATE ZIP PHONE ^ FAX , ^ ^ PHONE FAX EMAIL EMAIL PROPERTY OWNER NAME CONTRACTOR BUS. NAME ADDRESS ADDRESS CITY STATE ZIP CITY STATE ZIP PHONE FAX PHONE FAX EMAIL EMAIL ARCH/DESIGNER NAME & ADDRESS STATE LIC. * CLASS CITY BUS. LIC.# (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 ol Division ! ol the Business and Professions Code} or that he is eiempt there from, and the basis for the alleged eiemption. Any violation of Section 703i.s by any applicant for a permit subjects the applicant to a civil penalty ol not more than live hundred dollars {5500}). OMPENSATIOM Workers' Compensation Declaration; / hereby affirm under penalty of perjury one ol the foiiowing declarations: n I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Seclion 3700 ol the Labor Code, for the performance of the work lor which this permit is issued. [D I have and will maintain workers' compensation, as required by Section 3700 ol the Labor Code, lor Ihe performance ol the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. Policy No. Expiration Date This section need not be completed il the permit is for one hundred dollars ($100) or less. n Certificate of Exemption: I certify that in the performance of Ihe work for which this permit is issued, I shall not employ any person in any manner so as to become subject to Ihe 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 Ihe Labor code, interest and attorney's fees. ^ CONTRACTOR SIGNATURE DATE / hereby affirm that I am exempt from Contractor's License Law for the lollowing reason: O 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 Prolessions 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, Ihe building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). • I, as owner of the property, am exclusively contracting with licensed contraclors to construct Ihe project (Sec. 7044, Business and Professions Code: The Conlractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). • I am exempt under Section . _ . Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials lor construction of the proposed property improvement. • Yes • No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number): 5.1 wiil provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ^PROPERTY OWNER SIGNATURE DATE ECTiON fOR NON-RESIDENTIAL BUILDING PERM Is Ihe 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 Ihe Presley-Tanner Hazardous Substance Account Act? • Yes • No Is the applicant or future building occupant required to obtain a permit Irom the air pollution control district or air quality management district? • Yes • No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? • Yes D No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES ANO THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name Lender's Address I certity that I have read the application and state that the above infonnation is conect and that the infomiation on the plans is accurate. I agreetocomply with all City ordinances and State laws relating to building constmction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property lor 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 S'O' deep and demolition or construction of stnjctures over 3 stories in height. EXPIRATION: Every pemiil issued by Ihe Building Oflici^ 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 ol such pemiit or if the buildjp^r work^thorijed by suptrpfegjlifisjljspended or abandoned at any time after the work is commenced for a period o! 180 days (Section 106.4.4 Uniform Building Code). ^gS*APPLICANT'S SIGNATURE DATE Inspection List Permit#: CB090245 Type: MiSC OTHER MAGEE PARK-GAZEBO RELOCATION Date Inspection Jtem Inspector Act 06/20/2012 19 Final Structural PD AP 04/24/2012 19 Final Structural MC CO 12/21/201119 Final Structural MC PA 06/29/2011 92 Compliance Investigation MC PA 06/22/2011 92 Compliance Investigation MC PA 06/20/2011 19 Final Structural MC CO 03/22/2011 19 Final Structural MC WC 03/22/2011 92 Compliance Investigation MC PA 12/01/2010 11 Ftg/Foundation/Piers MC AP 11/30/2010 11 Ftg/Foundation/Piers MC AP 11/16/2010 11 Ftg/Foundation/Piers MC CO 11/12/2010 11 Ftg/Foundation/Piers PY NR 10/26/2010 11 Ftg/Foundation/Piers MC AP 10/25/2010 11 Ftg/Foundation/Piers MC AP 10/22/2010 11 Ftg/Foundation/Piers MC CO Comments DISCUSSED HANDRAIL ISSUES QUESTIONS ABOUT FINAL SEE NOTICE ATTACHED STILL UNDER CONSTRUCTION DRY PAC AT ALL COLUMN BASES NO SUPER OR PLANS ON SITE FTG & STEEL FOR GAZEBO ONLY 1106 D5, FOOTING DEPTH NOT ACHIEVED Tfiursday, June 21, 2012 Page 1 of 1 TO: Building Permit File, CB09-0245 FROM: Mike Petersontbevelopment Services Manager RE: Magee Park Gazebo Inspection Date: July 26, 2011 On the above referenced project the Building Department only inspected the footings and the hand rails. All other inspections were performed by the Public Works Inspector II (Paul Harrison). City of Carlsbad Building Department 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: 760^02-7541/ Fax: 760-602-8558 Plan Check Approval Plan Check #: From: Steve Borossay Address: Date: Comments: Citv of Carlsbad Public Works Engineering BUILDING PLANCHECK CHECKLIST DATE: BUILDING Al PLANCHECK NO.: CB PROJECT DESCRIPTION: Q^^T^O f^U>CmtO^ ASSESSOR'S PARCEL NUMBER: 3- / ^:2- EST VALUE:, ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been approved. The approval is based on plans, Information and/or spedficatfons provided in your submittal; therefore any changes to these items after this date, including field modlflcattons, must be reviewed by this office to insure continued confonmance wtth applicable codes. Please review carefully all comments attached, as failure to comply witti instructions In this report can result in suspension of pennit to build. • A RIght-of-Way penntt is required prior to construction of the foltowing improvements: see jthe attached report of deficiencies marked iake necessary corrections to plans or 3ns for compliance wtth applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: By: ate: Date: Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMn*: o^ 7 mid ATTACHMENTS • Dedication Application/Checklist Q Encina Wastewater Screening Survey G Encroachment Application/Checklist Q Final Map (Reference) • Grading Pian Appik:ation/Checklist • improvement Applteation/Checklist n Neighborhood improvement Agreement • Right-of-Way Pemitt Submtttel Checklist ari$Mfi^nnation Sheet . , •L/Stomi Water Compliance ForniaL^'^^^-^*^ • Ottier ENGINEERING DEPARTMENT CONTACT PERSON Name: Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carisbad, CA 92008 Phone: (760) 602-2773 Fax: (760) 602-1052 Email: Unda.Ontiverosflcarisbadca.gov CFD INFORMATION Reference No(s): Lot No.: Recordation: SubdMston/Tract: 1635 Faraday Avenue • Carlsbad. CA 92008-7314 • (760) 602-2720 • FAX (760) 602-8562 ^ BUILDING PLANCHECK CHECKLIST ^ST ^ 3RD SITE PLAN 1. Provide a fully dimenslohed site plan drawn to scale. Show: A. North Arrow F. RIght-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines (show all dimenstons) I. Existing or proposed water service E. Easements J. Existing or pnsposed irrigation service K. Submit on signed/approved plans DWG No. Q 2. Show on site plan: A. Drainage Pattems 1. Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Pnsposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the prctjept. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. • • 3. Include on title sheet: A. Site address B. Assessor's Parcel Number C. Legal Description For commerdal^ndustrial buildings and tenant improvement projects, indude: total building square footage with the square footage for each different use. existing sewer pennits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. Show all existing use of SF and new proposed use of SF. Example: Tenant Improvement for 3500 SF of warehouse to 3500 SF of office. EXISTING PERMIT NUMBER DESCRIPTION BUILDING PLANCHECK CHECKLIST • • INDUSTRIAL WASTE PERMIT 9. If your facility is located in the City of Carlsbad sewer service area, you must complete the attached Industrial Wastewater Discharge Permit Screening Survey. Fax or mail to Endna Wastewater Authority. 6200 Avenida Endnas, Carisbad. CA 92011. (760) 438-3941. Fax (760) 476-9852. • • 10a. • • 10b. • • • 10c. • • • lOd. Ppi ) ° • 10e. • • lOf. • • • lOg. • • • lOh. • • • 10i. • • • 10j. • • • 10l«. • • • 101. • • • 10m. STORM WATER REQUIREMENTS Construction Compliance Project Threat Assessment Form compl Endosed Project Threat Assessment Fonn inconectly completed. Please make the corrections, re-sign a new fomn and resubmit with next submittal. Requires Tier 1 Stonn Water Pollution Prevention Plan Please complete attached fonn and retum (SW ) Requires Tier 2 Stonn Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP payment of processing fee, and review by City Post-Development fSUSMP) Compliance Stormwater Standards Questionnaire incorrectly completed. Please make the corrections, re-sign the questionnaire and resubmit with next submittal. Project is subject to Standard Stormwater Requirements. See City Standard Urban Stormwater Management Plan (SUSMP) for reference. Disconnect Discharges per SUSMP. Do not connect runoff from impervious surfaces to storm drains without first discharging water over landscape areas first See SUSMR Minimize use of impervious surfaces per SUSMP. Redesign to reduce the excessive use of impervious area (pavement) on project. Use a balanced design of pervious surfaces (landscape area, planters, etc.) and impervious surfaces. See SUSMP. Trash Storage areas must be designed per City Standards (GS-16) to avoid contact with stonn runoff. Project is subjed to Priority Development Project Requirements Prepare and submit of a Stonn Water Management Plan (SWMP). Requires payment of processing fee and review by City. Project does not comply with recommendations of the approved SWMP. Redesign to comply and resubmit. ROT. 2/oaM t Cut rv^ k^f^^y^ U iJu^ ^ February 20,2009 ^ Mark & Klye, Could you guys be so kind as to review/comment on the attached plans for the relocation of the gazebo at Magee Park. I have no way of knowing if what they are submitting is what was agreed upon. Please put your comments in writing so building department can mail them out if necessary. If you approve plans as is, please just make a quick note with signature(s) for the file. I will be out of the office from 2/23 through 3/2, back on 3/3. If you have any questions on procedure during that time, please contact either Kathy Farmer @ 2741 or Linda Ontiveros @ 2773. To contact me on or after 3/3, my extension is 2775. Thank you so much for the help, PQLOCA^^IP MA^ee ^..^CJa^eJuchniewicz VL. A^^^o^ ^ Aj^^^ PAJIL^ Mrf.^.cfevs4>^, ^^^^^^ February 20, 2009 Mark & Klye, Could you guys be so kind as to review/comment on the attached plans for the relocation ofthe gazebo at Magee Park, i have no way of knowing if what they are submitting is what was agreed upon. Please put your comments in writing so building department can mail them out if necessary. If you approve plans as is, please just make a quick note with signature(s) for the file. I will be out of the office from 2/23 through 3/2, back on 3/3. If you have any questions on procedure during that time, please contact either Kathy Farmer @ 2741 or Linda Ontiveros @ 2773. To contact me on or after 3/3, my extension is 2775. Thank you so much for the help, fe Juchniewicz ^^^^ ^'"^ r;^ S B B CO n ffl OOQ S S S ooo Co (0 (0 a. •. Q. Q • • REDEVELOPMENT DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB D<\OV-^% Planner /|v/sHv SUv/^^ APN: 20%. IH-L-^H Address 2.5 S ^e<A^t Phone (760) f^- ^I'i^'iSiS ^ Type of Project & Use: Zoning: General Plan:_ CFD (In/out) #_Date of participation: \f Net Project Density: K->/A DU/AC Facilities Management Zone: (_ Remaining net dev acres: Circle One (For non-residential development: Type of land used created by this permit: ) Legend: Item Complete O Item Incomplete - Needs your action Environmental Review Required: YES NO ^ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: APPROVAL/RESO. NO. PROJECT NO. YES NO ^ TYPE DATE OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone?YES X NO CA Coastal Commission Authority? YES N0"'>< If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): £x.6.«»v prf NO X Habitat Management Plan Data Entry Completed? YES _ If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) B CU [U Inclusionary Housing Fee required: YES NO ->< (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 3/06 site Plan: r~l r~l 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 (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. Policy 44 - Neighborhood Architectural Design Guidelines S • • 1. Applicability: YES NO^ • • • 2. Project complies YES_ NO Zoning: • • 1. Setbacks Front: Interior Side: Street Side: Rear: Top of slope 0 • • s • • HDD Required Required Required Required Required O O 2. Accessory structure setbacks: v| /^ Front: Required Interior Side: Required Street Side: Required Rear: Required Structure separation: Required 3. Lot Coverage: w>/A Required 4. Height: Required Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown Shown 5. Parking: «^ M Spaces Required (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments ^ce. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER H:\ADMIN\COUNTER\BlclgPtnchkRevChklst DATE Rev 3/06 5) 6 VERNON FUSON FOTMMR E-moH: Misr@spiolnosf n« SflPL£R ELEORIC. INC. lie. #323SSi 1946 John IbwinAwiiM El Ca|ofl,U 92020 (i19)449-12M CeU(619)719-i9il Fu[i19) 449-4372 ^-^^ n-o P.^,,. ^^.^ -..triiAfegu,..,.,,! BY: \!^\l(A}rj> CHK'D BY: DATE: JOB NO. DATE l\-^^-2g>\0 SHT. _J OF _J i j ^UAJM ..llMUS.^.,..^L^.Z.^^ - - - I ' : - i - I ; ! ! I ! ^ Jt: 1 i ^2iJ«a.^,.J „ . , i..,,-.^^ ^ X^.. TT>; SL^^ "^Arfee^ PL^T^ Q^Qgl^ PROIECT: -r"(jL)//U I yiJ4 /^^g4SgO JOB NO U-y2.l^L\/0<^ DATE: vw\<o-g^ BY: CHK'D BY: 10 DATE: SHT. J_OF_J_ TWIN INNS GAZEBO RELOCATION TO MAGEE PARK, CARLSBAD, CA By HIGH NOON ROTARY STRUCTURAL DESIGN June 3,2008 Dudek & Associates, Inc. 605 Third Street Encinitas, CA 92024 2 3 ~7 ^— —-.-J I )Vt^^ (^%") PLATE cr:£?iOc: F'L./oof?. 5LA6 ^ -yf- ^ r 7^ ^3 UJi'TW ^/4' < X (4-'' AmVj (2- .^4 ^ l4*o-<ir, 4 MOTE ; A-t>Jus.-r Me^^ iSXl'^T 3x4- <2AFT^^ WlTM ^/:J."T&P CA.P 3/4.'^ ^oLir'?* WITH 2.3/4-'* Cur (AjA-SfVeCS 5 <v (i MI \ \ i .\ u \ \ I n 111 f-f f-i"— V z" C DUDEK l&AMOaA'IlS.INC Sheet No. Proiect U^&s^ ^mC-By_ Date. U — X ye ,4- > ? Oy , c 'a 1 1 > 1 Be « "'('( s — X (/ • w M 7.\ X 1 ii-T^ A- u > r Ll 1 » <?»* MO T 0 his f il<9f' Ifl Ice I • N( .Cl 353 EXf -20( 9 J kJ \. H /J 605 Third Street, Encinitas, CA 92024 (760) 942-5147 « fax (760) 942-5147 www.dudek.com D UDEK & ASSOCIATES, INC. Sheet No. 1 Protect <M/\c(5>^ P^(^/ By_ Date. OF i.oi^ ."SP: ^ C5t ^ L J: J ^ LZ( ^. = TV .0 (2. hp d2 Y 4 7'-r4P..i^: 605 Third Street, Encinitas, CA 92024 (760)479-4816 • fax (760) 747-7573 kldng(^udei^com KENNETH R. KING, CIVIL ENGINEER DUDEK & ASSOCIATES 605 THIRD STREET ENCINITAS, CA 92024 (760) 479-4816; fax (760) 747-7573 Title: Dsgnr: Description : Scope: Job# Date: 11:27AM, 2 JUN 08 Rev: 560100 User; KW-060931. Ver 5.6.1, 25-Oct-2002 (0)1983-2002 ENERCALC Engineerinfl Software Combined Footing Design Page d:\lwM app»V»cS5Vnl»c«ll«neoo« small jobs. 0 Description MAGEE PARK GAZEBO ~ COMBINED FOOTING I General InformatiorT Caiculations are designed to ACI 318-95 and 1997 UBC Requirements Allow Soil Bearing Seismic Zone Concrete Wt Short Term Increase Overburden 1,500.0 psf 4 150.0 pcf 1.33 0.00 psf fo 3,000.0 psi Fy 60,000.0 psi Min As Pet 0.0014 Distance to CL of Rebar 3.50 In Live & Stiort Term Load Combined Dimensions Footing Size... Distance Left Dist. Betw/n Cols Distance Right Footing Length Width Thickness 3.00 ft 6.00 ft 3.00 ft 12.00 ft 3.00 ft 16.00 in Column Support Pedestal Sizes #1 : Square Dimension 24.00 ...Height 0.00 in #2 : Square Dimension 24.00 in ...Height 0.00 in I Loads Vertical Loads... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Load Applied Shears... Dead Load Live Load Short Term Load m Left Column 1.278 It k k k-tt 5.751 k-ft k k 0.639 k ffl Right Column 1.278 k k k k-4 k-fl 5.751 k-ft k k 0.639 k Footing Design OK Length = 12.00ft, Width = 3.00ft, Thickness = 16.00in, Dist. Left = 3.00ft, Btwn. = 6.00ft, Dist. Right = 3.00ft Maximum Soil Pressure Allowable Max Shear Stress Allowable Min. Overturning Stabiiit 454.42 psf 1,995.00 psf 2.14 psi 93.11 psi 4.433:1 Steel Req'd @ Lef Steel Req'd @ Cents Steel Req'd @ Righ 0.210 in2/ft 0.210 in2/ft 0.210 in2/fl [1 Soil Pressures Soil Pressure @ Left Dead + Live Dead+Live+Short Term Soii Pressure @ Right End Dead + Live Dead+Live+Short Temri Stability Ratio Actual Allowable 271.0 1,500.0 psf 87.6 1,995.0 psf 271.0 454.4 1,500.0 psf 1,995.0 psf 4.4 :1 Eq. 9-1 Eq. 9-2 Eq. 9-3 Eq. 9-1 Eq. 9-2 Eq.9-3 ACI Factored 379.4 psf 122.6 psf 78.8 psf 379.4 psf 636.2 psf 409.0 psf Eccentricity 0.000 ft 1.354 ft 0.000 ft 1.354 ft KENNETH R. KING, CIVIL ENGINEER DUDEK & ASSOCIATES 605 THIRD STREET ENCINITAS, CA 92024 (760) 479-4816; fax (760) 747-7573 Title : Dsgnr: Description ; Scope: Job# Date: 11:27AIVI. 2 JUN 08 Rev; 560100 User KW-060931. Ver 5.6.1, 25-Ocl-2002 (0)1983-2002 ENERCALC Engineafing Software Combined Footing Design Page 2 Description MAGEE PARK GAZEBO ~ COMBINED FOOTING I Moment & Shear Summary (values for moment are given per unit widtfi of footing) Moments... ACI 9-1 ACI 9-2 ACI 9-3 Mu @ Col #1 0.20 k-ft/ft -0.26 k-ft/ft -0.17 k-ft/ft Mu Btwn Cols 0.20 k-ft/ft 1.48 k-ft/ft 1.98 k-ft/ff Mu @ Col #2 0.20 k-ft/ft 0.66 k-ft/ft 0.42 k-ft/ft One Way Shears... Vn : Allow * 0.85 93.113 psi 93.113 psi 93.113 psi Vu @ Col #1 Vu Btwn Cols Vu @ Col #2 0.635 psi 0.636 psi 0.635 psi 0.874 psi 0.000 psi 2 .145 psi 0.562 psi 0.000 psi 1.379 psi Two Way Shears... Vn : Allow * 0.85 186.226 psi 186.226 psi 186.226 psi Vu @ Col #1 Vu @ Col #2 0.476 psi 0.476 psi 1.127 psi 0.170 psi 0.795 psi 0.109 psi I Reinforcing ( values given per unit midtfi of footing ) @ Left Edge of Col #1 Ru/Phi As Req'd ACI 9-1 1.41 psi 0.210 in2/ft ACI 9-2 1.83 psi -0.210in2/ft ACI 9-3 1.18psi -0.210in2/ft Between Columns Ru/Phi As Req'd 1.41 psi 0.210 in2/ft 10.55 psi 0.210 in2/ft 14.10 psi 0.210 In2/ft ©Right Edge of Col #2 Ru/Phi As Req'd 1.41 psi 0.210in2/ft 4.66psi 0.210in2/ft 3.00psi 0.210in2/ft Factors (per ACI, applied internally to entered loads) ACI 9-1 & 9-2 DL ACI 9-1 & 9-2 LL ACI 9-1 & 9-2 ST ....seismic = ST' 1.400 1.700 1.700 1.100 ACI 9-2 Group Factor ACI 9-3 Dead Load Factor ACI 9-3 Short Term Factor 0.750 UBC 0.900 UBC 1.300 1921.2.7 "1.4" Factor 1.400 1921,2.7 "0.9" Factor 0.900 KENNETH R. KING, CIVIL ENGINEER DUDEK & ASSOCIATES 605 THIRD STREET ENCINITAS, CA 92024 (760)479-4816; fax (760) 747-7573 Title: Dsgnr: Description ; Scope: Job« Date: 11;27AM, 2 JUN 08 (0 Rev: 560100 User KW 060931. Ver 5.6,1. 25-Oct-2002 (0)1983-2002 ENERCALC Englrwering Software Combined Footing Design Page 3 Description MAGEE PARK GAZEBO - COMBINED FOOTING I Sketch & Diagram Bending Moment Vert Ld: 0L=1.2. U»0.0. ST»0,0 k Shear OLsO.O. LL-0.0, ST^.6 k Moment: DL»0.0, tksO.O, STa5.7 k-fl Vert Ld: DL=1.2, U»0.0, ST»0.0 k Shear DL=0.0. U-0.0. ST-0.6 k Moment: DL=0.0.11.-0.0. ST°5.7 k.4t 16.00 n 9— <> 3.00 ft 6.00 ft 3.00 fl 12.00 n -(>- -o- it 1.98 1.65 1.32 D.99 0.66 /—\ 0.33 t= V ^ 0.0 -0.42 £ -0.85 o -1.27 -1.70 d.55 1.15 .76 llllll 2.36 2.97 3.58 i.18 4.79 5.39 6.0 Location fft"! CO •0.01 -0.02 -0.03 -0.04 •0.05 -0.06 -0.07 -0.08 -0.08 d 0.55 1.15 l76 2.36 2.97 Location fftl 3.58 4.18 4.79 5.39 6.0 KENNETH R. KING, CIVIL ENGINEER DUDEK & ASSOCIATES 605 THIRD STREET ENCINITAS, CA 92024 (760) 479-4816; fax (760) 747-7573 Title: Dsgnr: Description: Scope : Job« Date: 10:59AM. 2 JUN 08 •3 Rev: 560100 User KW-060931. Ver 5.6 1. 25-Oct-2002 (0)1983-2002 ENERCALC Engineering Software Steel Column Base Plate d:\Kens Apps\EC55\misceHaneous small jobs.ec | Description MAGEE PARK ~ BASE PLATE I General information Calculations are designed to AISC Sth Edition ASD and 1997 UBC Requirements Loads StMl Section TS6x6x3/16 Axial Load 1.28 k Section Length 6.000 in Axial Load 1.28 k Section Width 6.000 In X-X Axis Moment 5.75 k-ft Flange Thickness 0.188 in Plate Dimensions Web Thickness 0.188 in Plate Dimensions Web Thickness 0.188 in Plate Length 16.000 in Allowable Stresses Plate Width 16.000 in Concrete f c 3,000.0 psi Plate Thickness 0.500 in Base Plate Fy 36.00 ksi Load Duration Factor 1.330 Support Pier Size Anchor Bolt Data Pier Length 24.000 in Dist. from Plate Edge 2.000 in Pier Width 24.000 in Bolt Count per Side 2 Tension Capacity 5.500 k Bolt Area 0.442 in2 1 Summary | Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 211.4 psi Allow per ACI318-95,A3.1 Partial Bearing Bolts in Tension = 0.3 * fc * Sqrt(A2/A1) • LDF 1,795.5 psi Allow per AISC J9 2,094.8 psi Plate Bending Stress Thickness OK Actual fb 35,602.8 psi Max Allow Plate Fb 35,910.0 psi Tension Bolt Force Bolt Tension OK Actual Tension 2.108 k Allowable 5.500 k KENNETH R. KING, CIVIL ENGINEER DUDEK & ASSOCIATES 605 THIRD STREET ENCINITAS, CA 92024 (760)479-4816; fax (760) 747-7573 Title : Dsgnr: Description: Scope: Job# Date: 11:11AM, 2 JUN 08 4 Rev: 560100 User: KW.060931, Ver 5.6.1. 25OCI-2002 (0)1983-2002 ENERCALC Engineering Software Bolt Group Analysis Page 1 d.Akeni app»\scS5Vnl»e«ll«n«ous wiall loba.ec Description MAGEE PARK BOLT ANALYSIS [General information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Vertical Load eccentricity Horizontal Load eccentricity 1.28 k 0.000 in 0.64 k 108.000 in Bolt Group Centroid... Y Distance 8.000 in X Distance 8.000 in Load Eccentricity from C.B.G Y Distance 100.000 in X Distance -8.000 in Moment: Mx Moment: My 10.22 in-k 63.90 in-k I Group Data & Results Bolt Coordinates Bolt Dist. From C.B.G Direct Shear Force Torsional Shear Force Final Force X In Y X in Y X k Y X k Y k #1 2.000 2.000 -6.00 -6.00 -0.16 -0,32 1.54 -1.54 2.32 «2 14.000 2.000 6.00 -6.00 -0.16 -0.32 1.54 1.54 1.85 #3 2.000 14.000 -6.00 6.00 -0.16 -0.32 -1.54 -1.54 2.53 #4 14.000 14.000 6.00 6.00 -0.16 -0.32 -1.54 1.54 2.10 o CO s o 6 ^ N» m ro O XI 09 m m R m 8 o §s Q <