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HomeMy WebLinkAbout1 LEGOLAND DR; ; CB031028; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 06-10-2003 Commercial/Industrial Permit Permit No: CB031028 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 1 LEGOLAND DR CBAD COMMIND 2111000900 Sub Type: Lot#: $85,000.00 Construction Type: Reference #: FUNTOWN DRIVING SCHOOL-PHOTO KIOSK COMM 0 NEW Owner: Status: Applied: Entered By: Plan Approved: Issued: Inspect Are;;i;,;1 ,; Plan Check#:-''" ISSUED 04/09/2003 CB 06/10/2003 06/10/2003 CHRIS CAMPBELL SUITE 317 LEGOLAND CALIFORNIA INC <LF> LEGOLAND ESTATES AG 8800 VENICE BLVD LOS ANGELAS 90034 310-838-9766 Building Permit Add'I Building Permit Fee Plan Check Add'I Plan Check Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Reel. Water Con. Fee Total Fees: $859.39 $488.81 $0.00 $317.73 $0.00 $0.00 $17.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1 LEGOLAND DR CARLSBAD CA 92008 Meter Size Add'I Reel. Water Con. Fee Meter Fee SDCWA Fee CFO Payoff Fee PFF PFF (CFO Fund) License Tax License Tax (CFO Fund) Traffic Impact Fee Traffic Impact (CFO Fund} PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees TOTAL PERMIT FEES Total Payments To Date: $317.73 Balance Due: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $35.00 $0.00 $0.00 $0.00 $0.00 $0.00 $859.39 $541.66 FINA~P~~L Date: /_::.. LL 6 j 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 capacity 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 hav revi usl been iven a NOTI E similar o this or s to which the s atute of limitations h s reviousl otherwise ex ire . FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK N0{):::()3/ 0 2B CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 _} PROJECT INFORMATION EST. VAL. 6 ,5]1<'.l:i - Plan Ck. Deposit 31 7, :J3 Validated Bv..,,,C-c::..'....,l3=--------- Date ?f-q-Q 2 ~ C1N£ 1.1c.:©>t~ Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Existing Use ~ SQ. FT. #of Stories t~~Od Us~o f ~ C,~tt # of Bedrooms # of Bathrooms t~t, City 0 Owner O Agent for Owner ~lO Address City State/Zip Telephone# Name Address City State/Zip Telephone# 5. CONTRACTOR • COMPANY NAME (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 [$500]). Name Address City State/Zip Telephone# License Class----------~ ::s~:~~:e~:::---------- ~ P-' ::ate ~~;:::s· COMPENSATION City Business License # -------- Address City State/Zip Telephone r-Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: U O 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 \!'I of the work for which this permit is issued. -....J::. 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) O 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------------------------------- 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: g/'1, 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). ~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 I have not) signed an application for a building permit for the proposed work. 73 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): 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 numbM/contracto~~censenumbert: ________________________________________________ _ !; wolr~:11 provide some of the work~ut I haJ)contracted (hired) the following persons to provide the work indicated (include name I address/ phone number/ type PROPERTY OWNER SIGNATURE ~~i.(}W!.l.ND DATE '2-/0 ~o 3 COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY 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 AND 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 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 commenc · · days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is co ced for a period of 1 days (Section 106.4.4 Uniform Building Code). ! !ti APPLICANrs s1GNATURE DATE tf'trl::2 PINK: Finance City of Carlsbad Bldg Inspection Request For: 07/16/2003 Permit# CB031028 Inspector Assignment: PD Title: FUNTOWN DRIVING SCHOOL-PHOTO Description: KIOSK Type: COMM IND Sub Type: COMM Job Address: Suite: Location: 1 LEGOLAND DR Lot APPLICANT CHRIS CAMPBELL 0 Owner: LEGOLAND CALIFORNIA INC <LF> LEGOLAND ESTATES AG Remarks: AFTER 10AM PLEASE Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical ----· ----------~- Requested By: WES Entered By: ROBIN --- ----------~------~------------------------- Associated PCRs/CVs PCR00224 APPROVED ELECTRICAL PLAN FOR COASTER; lnsgection History Date Description Act lnsp Comments 07/03/2003 14 Frame/Steel/Bolting/Welding AP PD 07/03/2003 15 Roof/Reroof AP PD 06/27/2003 15 Roof/Reroof WC PD 06/27/2003 18 Exterior Lath/Drywall PA PD 06/25/2003 14 Frame/Steel/Bolting/Welding PA PD 06/25/2003 34 Rough Electric PA PD 06/11/2003 11 Ftg/Foundation/Piers AP PD 06/11/2003 12 Steel/Bond Beam AP PD 05/25/2003 10:27 17509655358 DUNN SA\JOIE PAGE 02 ,9 1.agoiand -~.Driving ~ Photo _Kiosk -HO: .03:106..:to One Leaoland--Onve, -CA .H. Bart. Hill Sn40: lCBQ111-3681-48 -. - CB31028 DA'ii:: 06/1312003R I ·1 -1 -PLJ\ni'tl.'£-. -31-02S I 1 SPJ!CJALJNSPECIION -FJELD .REPORT ni: 1 I I ] I I REINFORCED CONCRETE Materials:-Reinforcing-Stael-Deformed Bar, AST-M-A615114-Sar+ Graae-eo, #313ar-Grade 60. -Palomar Transit-Mix-Design: 5430011, 28~0ayStrength 3()00psi Sample Set: 4A-1C Air: -68°-F-Concrete: "It." -F -SJwnp: 3% " Tieket-No: 411689 -'f-ruck-No~ -54955 Samp!s-Set 2A-2C Air: 68" F C~: 7fl'-F Sh.>mp: 3% .. Tieket-No: 411-692 Truclc-No; -54-951 ~;QPR Provided Special Jm~~ du.ring -Pia~ d ~ximatei¥ t9 w yd. mix 343001 t, !nS!abon-Orade, Perimeter Footing, and Cabinet Curb. Fabrica_ted six _cylinders, _(2) for 7-dlly_and-(4) _for28-1:fay compression testing. raekt-testing was performed in acco_rdaocu with aU applicable sections ofASTM C3t 93, 143, 172, 1064. Unless otherwise noted. ail the work was performed in conformance with the attached design specifications. I ] Submitted, -Cc; {1) ·l.i!goiand, Jfffi -Fend {1) -0PR. Wes Smith, -do L-egoland {1} City-Of-Car-tsbad 06/25/2003 10:27 1 7E,09666360 ,! LANDTECH TESTING AND INSPECTION 7898 EADS AVl!NUE LA_J_OLLA CA !J2ll3.7 Concr81e Compressive-Strength ·Report P-ROJECT .NAME - . LEGOLAND--Drivina School Photo Kiosk ~·u.:;CT ADDRESS One L.eaolam1-0rive. Carlsbad. CA PERMITNlJMBER ·CB 311'28 PLAN FILE NUMBER . 31..028 GENERAL CONTRACTOR DPR SUB-OONTRACT4"JR PAGE 03 1.-ocATIO.f<JIN-SffltJCTvRE -Slab-on-Grade. -Piers • .Perm. -Feotifla. -Cabnet-Curb MATERIAL SUPPLIER Pa1omarTranstt Mix 'MIXDESIGN 34300,1 &UMP,-INCHE.S 3112 DA1E·MAD£ 13-Jun-03 DATE RECEIVED TECHNICIAN SAMPLE MARK COMMENTS INSPECTOR Lab No. DS1-3c ~ 2t).Jun.03 Amt. mJV!!l 1 Diamtlter, In. 6.00 lAtN., SQ, in, 28.27 Lasd_.Jbs 74~650 ·-, usi 2:540 -.... s ·- Appkable Sfandlllrda; ASTM C31, 039, C138, C14S, C172. C17S. C231, C1064 tilUl!laJ!IJl'lff ff.M!'Bf prr,dmJ. Date: Reviewed by: George A. Gavit R.C.E. #56564 1A.1B.1C HBH 05/25/2003 10:27 1 750965E,360 DUMN SAVOIE ,, LANDTECH TESTING ANO INSPECTION 1698 EADS AVENUE LA JOLLA CA S.2D37 Concra1e Compressive1Hrength Report .. -·~----~· PROJECT NAME . LEGOLAND~Driving SchooJ Photo Kiosk ,E·nuJEC'f ADMESS One L-eaobms Drive. Carlsbad. -CA PERMIT NUMBER -CB -31-028 PLAN FILE NUMBER 31·028 iBENEfJAL CONTRACTOR DPR SIJBOONTRACFOR PAGE 04 LOCATIONlN STRUCTURE SiatH>n-G-rade, -Piers, -Perm. -Footina. -Cabnet Curb MATERIAL SUPPLIER · Palomar Transit Mix -IMDf lJESIGN 3430011 SL-UMP. INCHES 3112 DA1EMADE 13-Joo-03 DATE RECEIVED TECHNICIAN SAMPLE MARK COMMENTS .INSPECTOR l.abNo. DSJ-4c 0th 20-Jun.03 Aae. davs 1 Diamawr, in. 6.00 AIBa, sa. in. 28.27 toad.bi 82.970 -,,. ..-.:.-•. ~-' DSI 2.930 Fff!ICture s ~le Sliiindliru; ASTM CS1, 039, C1:38, C14S, C172. C11'3, c:231, Ci064 Np watmnelea IJ:'MMi ptlmgllfd. Date: Reviewed by: George-A. Gavit R.C.E. #58564 2A,28,2C HBH 05/13/2003 09:55 17509556350 '' l Ounn Savala inc • . . ~ t:nglnnm 908 8. Ctawland SL I Oaeflffllkle, CA fiOM ·. Tei: {ftiiQ)~ DUNN SAVOIE PAGE 02 One L oland Drive CA I Fax: (780) lff.9390 H. Bart Hiil t!lNO: 1CB01113681-48 ~~~~ cs 31028 D~,:re! 06/12/2003 1'1M(:: 2:30 PM SPECIAL INSPECTION FIELD REPORT Materials! Reinforcing Steel Deformed Bar. ASTM-A615 #4 Bar+ Grade 60, #3 Sar Grade 60. Contractor: DPR Provided Special Inspection on reinforcing steel in Slab..onwGrade with #3 bar@18" oo, Column Piers per detafl 2/S3, Perimeter footings and Cabinet Curb per detaff 4/S2, 8/S2, and IAIS2. Urness otheMisa fimed, aU the worn was~ m ~~ with ttl9 attadmd desig..n specfflcations. Submitted. Cc: (1) Legoland) Jim Fend (1) DPR, Wes Smtth. clo Legoland (1) City of Cerisbad f I J l 1 I 06/13/2003 09:56 17609665360 '0 DUNN SAVOIE PAGE 03 t.0: 03106.10 oland Drive CA H. 'Bart. Hffl CB 31028 OATE: 06/13/20()3 31-028 TIME; 5:30 NJ. SPECIAL INSPECTION FIELD REPORT REINFORCED CONCRETE MateriaJ$; Reinforcing Steel Deformed Bar, ASTM-A615 #4 Bar+ Grade 60, #3 Bar Grade 60. Contractor: DPR Provided Special Inspection during placement of approximately 19 cu-yd. mix 3430011, m ~. Pertmeter Footing. and Cabinet Curb. Fabricated six eyfmders, (2) for 7-day and (4) tor 2&day compression testing. Fwid~testmg was 1)9ffvfiTied m $CCGr<!ance with aft~ .sections nf ASTM C31 93;, 143, 172, 1064. Cc: (1) Legoland. Jim Fend (1) OPR. Wes Smith. clo Legoiand (1) City of Carlsbad EsGil Corporation In Partnersfiip witfi (jovemment for '.Buifaing Safety DATE: April22,2003 JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1028 PROJECT ADDRESS: One Lego Dr. PROJECT NAME: Kiosk Shell; SET:I Lego land D __ AEe!Jf ANT ~~) D PLAN REVIEWER D FILE 1:8] The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for 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: 1:8] 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: ) Fax#: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Enclosures: Esgil Corporation D GA D MB D EJ 0 PC 4/14/03 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 • 9 Carlsbad 03-1028 April22,2003 jvALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 03-1028 PREPARED BY: Kurt Culver DATE: April 22, 2003 BUILDING ADDRESS: One Lego Dr. BUILDING OCCUPANCY: M TYPE OF CONSTRUCTION: V-N BUILDING AREA Valuation Reg. VALUE PORTION ( Sq. Ft.) Multiplier Mod. Kiosk 168 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance ... 1 ~Pl~n Check Fee by Ordinance 3 Type of Review: 0 Complete Review D Structural Only D Repetitive Fee G Repeats Comments: D Other D Hourly ,...._ ___ __.! Hour * Esgil Plan Review Fee {$) 85,000 85,000 $479.811 $311.881 $268.691 Sheet 1 of 1 macvalue.doc . ' PLANNING/ENGINEERtN·c APPROVALS PERMIT NUMBER CB t,'"~\D2-t) ADDRESS 01·-ye,, Ls°'gC'I \Q() cJ· pr. RESIDENTIAL RESIDENTIAL ADDITION MINOR . ( < $10,000.00) OTHER K'\O~ }<:._ -····--~~:=..::-... -._-_ -------- TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING DATE DOCSIMISfOmlSIPlanntng Engineering ApprovalS Car~sbad Fire Department 031028 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: _0_61_10_12_0_0_3 _______ _ Name: JOHN PERUZZI Address: 8800 VENICE BL SUITE 317 City, State: LOS ANGELES CA 90034 Plan Checker: Job #: 031028 ------- Job Name: Legoland California Bldg #: CB031028 ----------------~- Job Address: One Legoland Drive 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 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 031028 FD File# Car4sba.d Fire Department 031028 1635 Faraday Ave. Carlsbad, CA 92008 Fire Prevention (760) 602-4660 Plan Review Requirements Category: Building Plan Reviewed by: Date of Report: _04_1_16_12_0_03 _______ _ Name: JOHN PERUZZI Address: 1 LE~ ggO() Jt,~ct:~ J!l,j! :#3/7 City, State: , -L ~ . Carls~~08 ~~ {,£t~ £ 62f:r 7 0() 3 -- Plan Checker: Job #: 031028 ------- Job Name: Legoland California Bldg#: CB031028 -----------------=-- Job Address: One Legoland Drive Ste. or Bldg. No. D Approved D Approved Subject to IZI 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 031028 FD File# C.a.r.-lsba_d Fire Department 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review Date of Report: _04_1_16_12_0_03 _______ _ Name: JOHN PERUZZI Address: 1 LEGO DR City, State: Carlsbad CA 92008 Plan Checker: Job Name: Legoland California Job Address: One Legoland Drive Reviewed by: 031028 031028 Fire Prevention (760) 602-4660 Ste. or Bldg. No. All structures to be sprinklered per original conditions of park. ReqL(irerr,~nts Category: Building Plan . " Requirement: Pending 05.15 Automatic Fire Sprinkler System Required Page 1 A fire sprinkler system is required for this building. If the building is a spec building (no tenant known) the sprinkler system must be designed to .45/3000. Provide notes on the plans that fire sprinkler plans will be submitted to the fire department for approval prior to installation. 04/16/03 ' . . ~ ... I• • I 11 .. I 11 I• I-I• • DUNN SAVOIE INC. ARIZONA OFFICE STRUCTURAL ENGINEERS 71 50 E. CAMELBACK ROAD SUITE 300 SCOTTSDALE, AZ 85251 808 S. CLEVELAND ST. PH. (780J 888-8355 PH. (480J 425-5804 OCEANSIDE, CA 82054 FX. (780J 888-8380 E-mail: dsi@surfdsi.com FX. (480J 423-7088 STRUCTURAL CALCULATIONS FOR LEGOLAND Driving School Photo Kiosk One Legoland Drive Carlsbad, CA (DSI PROJECT NO. 03106) Architect: Peruzzi Architecture (Owner: Legoland California) April 08, 2003 TABLE OF CONTENTS DESIGN LOADS: ROOF FRAMING: LATERAL ANALYSIS: FRAMING ENERCALC OUTPUT: METAL STUD WALL SPAN SHEET 1 2 3-5 6-11 12 --·---:tt:: I 0~ Io" DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 SHEET NO. _________ OF __ L ""L ____ _ CALCULATEDBY_g~_/'--_._./ ____ DATE NR Lf, '2. 003 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com CHECKEDBY _________ DATE ______ _ RooF; SCALE------------------ {o,O Psf ';kt,, f1.,.'(..,.,f) '2, 3 ,1 ;<:J{) ~ 4g 1,,, le.. '2..; 2. lrJ5vt.. o:s t;/J 4 fr'1f'@) £..L761',&t'. t.O\i./r.J~Jf'!f 3,B MeP ~9 r-115c._ J, o c ~A'D lP.A:O 5 :::: lfVf; !,,c>~ I 51>otr f.,.r?l-t... qt;)-.;, Ji~ -r I> 1" I?,,. 1/1<,0 f'Jf ~o. o i'5-f- Rwr-1o '(' '?'IG f'Jt>d;if. Joo v .,-· fAP.. '/Ir It Ac+<l DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com w;o (}i*1;(n +1-"') p ::: ) o 0 r/' t (1,._) '? .:>=-JI- SHEETNO. _________ "v_ OF _______ _ CALCULATED sv_.__,fe""-M----',· ...... r_· -----DATE AP£ 11 ~I.'> 1; CHECKEDBY _________ DATE ______ _ SCALE------------------- _ _,,_ _ _.... ~ --~~-~---~ ;4;· { -r;(-k1 -c -! i__..;-.. ,. ~-··---_) .9sc ff' b1 r ~ /r, i 5' )( /!'flf PAOMA.,-... ' Pk: o,i1"\ ·----/ 5):;1r· t:r 8., 9 -- _ 101-r µ-o l 1 1 2.,,. tL S1t."'1;.cfy I 0 1 t,1 ~~---- . ' ~~~~~~~il Dunn Savoie Inc. Structural Engineers 908 S. Cleveland St. Oceanside, CA 92054 Tel: (760) 966-6355 Fax: (760) 966-6360 DESIGN CRITERIA CODE: 1998 California Building Code SEISMIC: Z= I= 0.4 1 (Zone 4) 4.8 km from Type B Fault SOIL TYPE= S0 (assumed) R = 2.2 (cantilever columns) WIND: Na= 1 Nv = 1.1 Ca= 0.44 V = 2.5 Ca I W/R V= 0.50 W V/1.4 = 0.357 W 70 MPH EXPOSURE C kiosk struct_design loads LRFD ASD 3 JOB Lego Driving School Kiosk Structure SHEET NO. OF CALCULATED BY BP DATE CHECKED BY DATE SCALE ' '' DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S. Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com 4 JOB L-.E:{si) -1) f< \JI.I (,Jl,-~=t.-1/C{ "'.S \((.. SHEETNO. t OF ______ _ CALCULATED sv___,f<c:,.._c_tv,.___c::_J=-------DATE CHECKEDBY _________ DATE ______ _ SCALE------------------- ,, ' ... --=,.1'1~ ::::: I, Ir- /?Dv'./VP."/)b,flf: (z) }?,l)t>;,,· -t-(1,) 'Joc:,lt-.::;;:' ··4 . e, II( 0 5 I ~ rl/)(-(.,c,£ ~ {?) ) o ,a J,J-t::"' Prt,1,4 ~-2, ov< /J[A/'/>?t>t f ~..-C / J: (,f) 3= • ,,, f!f AC.Mr s ,. 21;( S@S/"'\tl. ~ &A ..0~ ~ fh:b;iL :- l -:, ~ / I] "'· 1'2,(. P:JF .:: I;;) ,-. , 4• To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title: Dsgnr: Description : Scope: Job# Date: 8:07 AM, 8 APR 03 Rev: 550100 User: K'w-0602938, Ver 5.5.0, 25-Sep-2001 ( c )1983-2001 ENERCALC Engineering Software Pole Embedment in Soil Description Circilar pole with Point & Uniform Loads General Information Allow Passive Max Passive Load duration factor Pole is Circular Diameter Restrained @ Surface I' Summary I Moments @ Surface ... Point load Distributed load With Surface Restraint... Req'd Depth Pressure @ Base ... Actual Allowable Surface Restraint Force 300.00 pcf 1,500.00 psf 1.330 24.000 in 13,500.00 ft-# 0.00 4.158 ft 1,659.13 psf 1,659.13 psf 5,896.42 lbs l 11., ;,ti), n ,, r, ---·----s-· :-3,s 1 (' _!!__y__{(r ! Z '11) 3 J ~9L°1) li,/,1i- Applied Loads ... ·Point Load distance from base Distributed Load distance to top distance to bottom Total Moment Total Lateral 1,500.00 lbs 9.000 ft 0.00 #/ft 3.000 ft 0.000 ft 13,500.00 ft-# 1,500.00 lbs } 9. f IL S1 on·f ;,.. 1 ~" n ::-'?,.).-u 1i }cs j;_ '7 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Res•, 550100 User: K\,/-0602338, Ver 5.5.0, 25-Sep-2001 ( c )1383-2001 ENERCALC Engineering Software Description Typ roof joist General Information Section Name 4x10 Beam Width Beam Depth Member Type Load Dur. Fact9r Beam End Fixity Full Len th Uniform Loads 3.500 in 9.250 in Sawn 1.250 Pin-Pin Title: Dsgnr: Description : Scope: General Timber Beam Job# Date: 8:07AM, 8 APR 03 Page 1 u:\b arker\shared\commercial\le o teacu ride Calculations are designed to 1997 NOS and 1997 UBC Requirements Center Span Left Cantilever Right Cantilever Douglas Fir -Larch, No.2 Fb Base Allow Fv Allow FcAllow E 10.00ft ft ft 875.0 psi 95.0psi 625.0 psi 1,600.0 ksi ..... Lu ..... Lu ..... Lu 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 68.00 #/ft #/ft #/ft LL LL LL 80.00 #/ft #/ft #/ft Point Loads ea oa Live Load ... distance Summary 300.0 s lbs 5.000 ft lbs lbs 0.000ft s lbs 0.000 ft s lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000ft Beam Design OK Span= 10.00ft, Beam Width= 3.500in x Depth= 9.25in, Ends are Pin-Pin Max Stress Ratio 0.476 : 1 Maximum Moment Allowable Max. Positive Moment 2.60 k-ft Max. Negative Moment 0.00 k-ft Max @ Left Support Max @ Right Support Max.Mallow fb 625.11 psi Fb 1,312.50 psi Deflections Center Span ... Deflection ... Location ... Length/Deft 0.00 0.00 5.46 fv Fv Dead Load -0.071 in 5.000 ft 1,698.2 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.106 in @ Left 0.000 in @ Right 0.000 in k-ft k-ft 2.6 k-ft 5.5 k-ft Maximum Shear* 1.5 . Allowable at at 5.000 ft 10.000 ft Shear: @ Left @Right 36.02 psi 118.75 psi Total Load -0.119 in 5.000 ft 1,005.04 Camber: Reactions ... Left DL Right DL 0.49 k 0.49 k Left Cantilever ... Deflection ... Length/Deft Right Cantilever ... Deflection ... Length/Deft @Left @Center @ Right Max Max Dead Loa 0.000 in 0.0 0.000 in 0.0 1.2 k 3.8 k 0.89 k 0.89 k 0.000 in 0.106 in 0.000 in 0.89 k 0.89k Total oad 0.000 in 0.0 0.000 in 0.0 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title: Dsgnr: Description : Scope: Rev, 550100 User, K\J-0602938, Ver 5.5.0, 25-Sep-2001 ( c )1983-2001 ENERCALC Engineering Software General Timber Beam Description Typ roof joist Stress Cales Bending Analysis Ck 31.019 Le Cf 1.200 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values 0.000 ft 0.000 Max Moment 2.60 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 1. 17 k 9.821 in2 118.75 psi 0.89 k 0.89 k M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft 0.00 ft 0.00 ft @ Right Cant. Location = @ Left Cant. Location = Sxx Cl 49.911 in3 0.000 Sxx Req'd 23.77 in3 0.00 in3 0.00 in3 @ Right Support 1. 17 k 9.821 in2 118.75 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Job# Date: 8:07AM, 8 APR 03 Page 2 u:\b arker\shared\cornrneroial\ Area 32.375 in2 Allowable fb 1,312.50 psi 1,312.50 psi 1,312.50 psi 0.407 in 0.407 in Shear 0.89 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in To specify your title block on these five lines, use the SETTINGS main menu selecti~n, choose the Printing & Title Block tab, and ent your title block information. Re.•, 550100 1 U,erc K'w-0602938, Ver 5.5.0, 25-Sep-2001 (0)1983-2001 ENERCALC Engineerin Software Description 17ft edge beam General Information Section Name Beam Width Beam Depth Prllm: 5.25x11.S75 5.250 in 11.875 in Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density I Full Length Uniform Loads 1.250 Pin-Pin 35.000pcf Title: Dsgnr: Description : Scope: General Timber Beam Job# Date: 8:07AM, 8 APR 03 u:\ arker\sharedlcommerc Calculations are designed to 1997 NDS and 1997 UBC Requirements Cente.r Span 17.00ft ..... Lu Left Cantilever ft ..... Lu Right Cantilever ft ..... Lu Truss Joist -MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow 290.0 psi Fe Allow 650.0 psi E 2,000.0 ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 153.00 #/ft #/ft #/ft LL LL LL 180.00 #/ft #/ft #/ft , Point Loads I Summary s lbs 8.500 ft I lbs lbs 0.000 ft lbs lbs 0.000 ft bs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft s lbs 0.000ft Beam Design OK Span= 17.00ft, Beam Width= 5.250in x Depth= 11.875in, Ends are Pin-Pin Max Stress Ratio 0.520 : 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max@ Right Support Max.Mallow fb 1,884.49 psi Fb 3,625.00 psi I Defiections 19.38 k-ft 0.00 k-ft 0.00 k-ft 0.00 k-ft 37.27 fv Fv Center Span... Dead Load Deflection -0.409 in ... Location 8.500 ft ... Length/Def! 499.0 Camber ( using 1.5 • D.L. Defl ) ... @ Center 0.613 in @ Left 0.000 in @ Right 0.000 in 19.4 k-ft 37.3 k-ft Maximum Shear* 1.5 Allowable at at 8.500 ft 17.000 ft Shear: 82.47 psi 362.50 psi Total Load -0.640 in 8.500 ft 318.93 Camber: Reactions ... Left DL Right DL 2.23 k 2.23 k Left Cantilever ... Deflection ... Length/Defl Right Cantilever ... Deflection ... Length/Def! @Left @Right @Left @Center @Right Max Max Dead Load 0.000 in 0.0 0.000 in 0.0 5.1 k 22.6 k 3.76 k 3.76 k 0.000 in 0.613 in 0.000 in 3.76 k 3.76k Total Load 0.000 in 0.0 0.000 in 0.0 Title: Dsgnr: Description : Scope: Job# Date: 8:07AM, 8 APR 03 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. r-=R-._-,, ~55=0=100~-------------------------------------------~--~--, UsercKIJ-0602938, Ver5.5.0,25-Sep-2001 General Timber Beam Page 2 (0)1983-2001 ENERCALC Engin•ering Software u:\b arker1shared1cornrnercia\\\e o teaou ride Description 17ft edge beam Stress Cales Bending Analysis Ck 19.049 Le Cf 1.000 Rb @Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Query Values 0.000 ft 0.000 Max Moment 19.38 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 5.14 k 14.184 in2 362.50 psi 3.76 k 3.76 k M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft 0.00 ft 0.00 ft @ Right Cant. Location= @ Left Cant. Location = Sxx Cl 123.389 in3 0.000 Sxx Req'd 64.14 in3 0.00 in3 0.00 in3 @ Right Support 5.14 k 14.184 in2 362.50 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Area 62.344 in2 Allowable fb 3,625.00 psi 3,625.00 psi 3,625.00 psi 1.102 in 1.102 in Shear 3.76 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in / D .!l .. To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 550100 User: KW-0602938, Ver 5.5.0, 25-Sep-2001 ( c )1983-2001 ENERCALC Engineering Software Description 1 Oft edge beam I General Information Section Name Beam Width Beam Depth Member Type Prllm: 3.5x11.875 · 3.500 in Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Len th Uniform Loads 11.875 in 1.250 Pin-Pin 35.000pcf Title: Dsgnr: Description : Scope: General Timber Beam Job# Date: 8:07 AM, 8 APR 03 Page 1 u:\b arkerlshared\commercial\le o teacu ride Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 10.00ft ..... Lu Left Cantilever ft ..... Lu Right Cantilever ft ..... Lu Truss Joist -MacMillan, Parallam 2.0E Fb Base Allow 2,900.0 psi Fv Allow 290.0 psi Fe Allow 650.0 psi E 2,000.0 ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 102.00 #/ft #/ft #/ft LL LL LL 120.00 #/ft #/ft #/ft Point Loads ead Load Live Load ... distance 1,600. s lbs 5.000 ft I s lbs 0.000 ft s lbs 0.000 ft lbs lbs 0.000 ft I s lbs 0.000 ft bs lbs 0.000 ft lbs lbs 0.000ft Beam Design OK Span= 10.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin-Pin Max Stress Ratio 0.278 : 1 Maximum Moment Allowable Max. Positive Moment 6.90 k-ft Max. Negative Moment 0.00 k-ft Max @ Left Support 0.00 k-ft Max @ Right Support 0.00 k-ft Max.Mallow 24.85 fb 1,006.76 psi fv Fb 3,625.00 psi Fv Deflections Center Span... Dead Load Deflection -0.085 in ... Location 5.000 ft ... Length/Defl 1,415.3 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.127 in @ Left 0.000 in @ Right 0.000 in 6.9 k-ft 24.8 k-ft Maximum Shear* 1.5 Allowable at at 5.000 ft 10.000 ft Shear: @ Left @ Right 62.71 psi 362.50 psi Total Load -0.112 in 5.000 ft 1,067.37 Camber: Reactions ... Left DL Right DL 1.36 k 1.36 k Left Cantilever ... Deflection ... Length/Defl Right Cantilever ... Deflection ... Length/Defl @Left @Center @Right Max Max ead Load 0.000 in 0.0 0.000 in 0.0 2.6 k 15.1 k 1.96 k 1.96 k 0.000 in 0.127 in 0.000 in 1.96 k 1.96k otal Load 0.000 in 0.0 0.000 in 0.0 /0 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title: Dsgnr: Description : Scope: I Rev: 550100 I User: K\,/-0602338. Ver 5.5.0, 25-Sep-2001 l_ (c)1383-2001 ENERCALC Engineering Softloare General Timber Beam Description 1 Oft edge beam Stress Cales Bending Analysis Ck 19.049 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction i Query Values 0.000 ft 0.000 Max Moment 6.90 k-ft 0.00 k-ft 0.00 k-ft @ Left Support 2.61 k 7.190 in2 362.50 psi 1.96 k 1.96 k M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft 0.00 ft 0.00 ft @ Right Cant. Location = @ Left Cant. Location = Sxx Cl 82.259 in3 0.000 Sxx Req'd 22.85 in3 0.00 in3 0.00 in3 @ Right Support 2.61 k 7.190 in2 362.50 psi Bearing Length Req'd Bearing Length Req'd Moment 0.00 k-ft 0.00 k-ft 0.00 k-ft Area Job# Date: 8:07AM, 8 APR 03 Page 2 u:lb arker1sfwed1commercial1 te.;cu ride 41.563 in2 Allowable fb 3,625.00 psi 3,625.00 psi 3,625.00 psi 0.862 in 0.862 in Shear 1.96 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in DEPTH (IN.) 1.625 2.500 ' 3.500 3.625 4,000 6.000 2.500 3.500 3.625 4.000 6.000 8.000 10.000 ,... I 2.500 3.500 3.625 4,000 8,000 8.000 I 0.000 12.000 3.500 3.625 4.000 6,000 I 8.000 10.000 12.000 -· 3.500 3.625 I 4.000 5.000 8.000 10.000 12.000 5 PSF TABLE NO. XIV ALLOWABLE WALL HEIGHTS SS SECTION (1-1/4" FLANGE) -ALLOWABLE WALL HEIGHT IN FEET (Ft.) DEFLECTION LIMIT = L / 120 (WIND LOAD ONLY -NO AXIAL LOAD) 15 PSF 20 PSF 25 PSF CLADDING ON BOTH SIDES OF WALL (SEE NOTE 3) 30 PSF 40 PSF 5 PSF 15 PSF DEFLECTION LIMIT = LI 240 (WIND LOAD ONLY -NO AXIAL LOAD) 20 PSF 25 PSF 30 PSF STUD SPACING STUD SPACING STUD SPACING STUD SPACING STUD SPACING STUD SPACING DEPTH STUD SPACING STUD SPACING STUD SPACING STUD SPACING STUD SPACING 12" 16" 24' 12" 16" 24" 12" 16' 24' 12' 16' 24" 12" 16' 24' 12' 16' 24" (IN.) 12' 16" 24' 12' 16' 24' 12' 16' 24' 12" 16' 24' 12' 16" 24' 20 GAUGE Fy = 33 KSI 20 GAUGE Fy = 33 KSI 12.3 11.1 9.7 8.6 7.7 8.7 7.7 7.0 8.o 7.2 6.5 5.4 e.7 6.0 4.9 6.0 5.2 4.3 1.825 9.7 8.8 7.7 6.7 6.1 6.4 6.1 5.6 4.9 5.7 5.2 4.5 5.4 4.9 4.2 17.0 15.4 13.5 11.8 10.7 9.2 10.7 9,7 7.9 9.9 8.7 7.1 9,2 7.9 6.5 7.9 6.9 5.6 2.500 13.5 12.3 10.7 9.4 8.5 7.4 8.5 7.7 6.7 7.9 7.2 8.3 7.4 6.7 5.9 22.0 20.0 17.5 15.3 13.9 11.4 13,9 12.1 9.9 12.5 10.9 8.9 11.4 9.9 8.1 9.9 8.6 7.0 3.500 17.5 15.9 13.9 12.1 11.0 9.6 11.0 10.0 8.7 10.2 9.3 6. 1 9.6 8.7 7.6 22.6. 20.6 18.0 15.7 14.3 11.7 14.3 12.4 10.1 12.8 11.1 9.1 11.7 10.1 8.3 10. 1 8.B 7.2 3,625 18.0 16.3 14.3 12.5 11.3 9,9 11.3 10.3 9.0 10.5 9.5 8.3 9.9 9.0 7.8 24.5 22.2 19.4 17.0 16.3 12.5 15.3 13.3 10.9 13.7 11.9 9.7 12.5 10.9 8.9 10.9 9.4 7.7 4.000 19.4 17.e 15.4 13.5 12.2 10.7 12.2 111.1 9.7 11.4 10.3 9.0 10.7 9.7 8.5 33.8 30,7 26.8 23.5 20.4 16.7 20.4 17.7 14.4 18.3 15.6 12.9 16.7 14.4 11.8 14.4 12.5 10.2 6.000 26.8 24.4 21.3 18.6 16.9 14.8 16.9 15.4 13.4 15.7 14.3 12.6 14.8 13.4 11.7 18 GAUGE Fy = 33 KSI 18 GAUGE Fy = 33 KSI 16.4 16.7 14.6 12.8 11.6 10.1 11.6 10.6 9.1 10.8 9.8 8,2 10, 1 9.1 7.5 9, 1 7.9 6.5 2.500 14.6 13.3 11.6 10.1 9.2 8.0 9.2 8,4 7.3 8.5 7.8 6,8 6.0 7.3 6,4 23.9 21.7 19.0 16.6 15.1 13.2 15.1 13.7 11.4 14.0 12.5 10,2 13.2 11.4 9.3 11.4 9.9 8.1 3.500 19.0 17.3 15.1 13.2 12.0 10.5 12.0 10.9 9.5 11.1 10.1 6.6 10.5 9.5 6.3 24.6 22.3 19.5 17.1 15.5 13.5 15.5 14.1 11.7 14.4 12.8 10:s 13.6 11.7 9.6 11.7 10.2 8.3 3.625 19.5 17.7 15.5 13.5 12.3 10.7 12.3 11.2 9.8 11.4 10.4 9.1 10.7 9.8 6.5 26.6 24,2 21.1 16.4 18.7 14.5 16.7 15.2 12.5 15.5 13.7 11.2 14.5 12.5 10.2 12.5 10.9 8.9 4.000 21.1 19.2 18.7 14.6 13.3 11.8 13.3 12.1 10.6 12.3 11.2 9,8 11.6 10.6 9.2 35.8 33.5 29.2 25.5 23.2 19.3 23.2 20.4 16.7 21.1 16.3 14.9 19.3 16.7 13.6 16.7 14.5 11.8 8.000 29.2 28.6 23.2 20.3 18.4 18.1 18.4 16.7 14.6 17.1 15.5 13.6 16.1 14.8 12.8 46.7 42.4 37. 1 32.4 29.2 23.8 29.2 25.3 20.6 26.1 22.6 18.5 23.8 20,6 16.9 20.0 17.9 14.8 8.000 37.1 33.7 29.4 25.7 23.4 20.4 23.4 21.2 18.5 21.7 19.7 17.2 20.4 18.5 16.2 56.4 51.2 44,8 37.2 32.2 26.3 32.2 27.9 22.8 28.8 26.0 20.4 26.3 22.8 16.6 22.8 19.7 16.1 10.000 44.8 40,7 35.5 31.0 28.2 24.6 28.2 25.6 22.4 26.2 23.8 20.4 24.6 22.4 18.6 16 GAUGE Fy = 50 KSI 16 GAUGE Fy = 50 KSI 19.8 18.0 15,7 13.7 12.5 10.9 12.5 11.3 9,9 11.6 10.5 9.2 10,9 9.9 6.7 9.9 9.0 7.9 2.500 16.7 14.3 12.6 10.9 9.9 8.7 9.9 9.0 7.9 9.2 6.4 7.3 8.7 7.9 6.9 25.8 23.4 20.5 17.9 16.3 14.2 16,3 14.6 12.9 15.1 13.7 12.0 14.2 12.9 11.3 12.9 11.7 10.2 3.500 20.6 18.6 16.3 14,2 12.9 11.3 12.9 11.7 10.2 i2.0 10.9 9.5 11.3 10.2 8.9 26.6 24.1 21.1 18.4 16.7 14.6 16.7 15.2 13.3 15.5 14.1 12,3 14.6 13.3 11.6 13,3 12.0 10.5 3,625 21.1 19.1 16.7 14;6 13.3 11.6 13,,3 12.0 10.5 12.3 11.2 9.8 11.6 10.5 9.2 28.7 26.1 22,6 19.9 18.1 15.8 18.1 16.4 14.3 16.8 15.2 13.3 15,6 14.3 12.5 14.3 13.0 11.4 4.000 22.8 20.7 18, 1 15.8 14.3 12.5 14.3 13.0 11.4 13.3 12. 1 10,B 12.5 11.4 9.9 39.8 36.1 31.6 27.6 26.0 21.9 26.0 22,8 19.9 23.3 21. 1 16.5 21.9 19.9 17.4 19,9 18. 1 15.8 6.000 31.6 28.7 25.0 21.9 19.9 17.4 19.9 18. 1 15.6 18.5 16.8 14.6 17.4 15.8 13,8 50.4 45.8 40.0 35.0 31.8 27.8 31.8 28.9 25.2 29.5 26.8 23.4 27.8 25,2 22.0 25,2 22,9 20.0 8.000 40.0 36.4 31,8 27,8 25.2 22.0 25.2 22,9 20.0 23.4 21.3 18.6 22.0 20.0 17.5 60,9 55.3 48.4 42.2 38.4 33,5 38.4 34.9 30.5 35.6 32.4 28,3 33.5 30.6. 26.9 30.5 27.6 22.4 10.000 48.4 43.9 38.4 33.5 30.5 26,6 30.5 27,7. 24.2 28.3 25.7 22.4 26,6 24.2 21.1 71.1 64.6 56.4 49.3 44.8 39.1 44.8 40.7 34.4 41.6 37.7 30.8 39.1 34.4 28. 1 34.4 29.8 24.4 12.000 56.4 51.2 44.8 39. 1 35.5 31.0 35.5 32.3 28.2 33.0 30.0 26.2 31.0 28.2 24.6 14 GAUGE Fy = 50 KSI 14 GAUGE Fy = 50 KSI 27.7 26.2 22,0 19.2 17.5 15.3 17.5 15.9 13.9 16.2 14.7 12.9 15,3 13.9 12.1 13.9 12.6 11.0 3.600 22.0 20.0 17.5 15.3 13.9 12.1 13.9 12.6 1.1.0 12.9 11.7 10.2 12.1 -11.0 9.6 28.5 25.9 22,6 19.8 18.0 16.7 18.0 16,3 14.3 16.7 15.2 13,2 15.7. 14.3 12,6 14.3 13.0 11.3 3.626 22.6 20.6 18.0 15.7 14.3 12.5 14.3 13.0 11.3 13.2 12.0 10.6 12.6 11.3 9.9 30.8 28.0 24.5 21.4 19.4 17.0 19.4 17.7 15.4 18.0 16.4 14.3 17.0 15.4 13.5 15.4 14.0 12.2 4.000 24.6 22.2 19,4 17,0 15.4 13.6 15.4 14.0 12.2 14.3 13.0 11.4 13.5 12.2 10.7 42.8 38.9 34.0 29.7 27.0 23.6 27.0 24.5 21.4 25.0 22.6 19.9 23,6 21.4 16.7 21.4 19.5 17.0 6.000 34.0 30.9 27.0 23.6 21.4 18.7 21.4 19.5 17.0 19.9 18.1 15.6 18.7 17.0 14.6 54.4 49.4 43.2 37.7 34.3 29,9 34,3 31. 1 27.2 31.8 28.9 25.2 29.9 27.2 23.8 27.2 24,7 21.6 8.000 43.2 39.2 34.3 29.9 27.2 23.8 27.2 24.7 21.6 25.2 22.9 20.0 23.6 21.6 18.9 65.7 59.7 52, 1 45.6 41.4 36.2 41.4 37,6 32.8 38.4 34.9 30.5 36.2 32.8 28.7 32.8 29.8 26.1 10.000 52.1 47.4 41.4 36.2 32.8 28.7 32.8 29.8 26. 1 30.5 27.7 24.2 28.7 26.1 22.8 76.9 69.8 51.0 53.3 48.4 42.3 48.4 44,0 38.4 45.0 40.8 35.7 42.3 38.4 33.6 38.4 34.9 29.3 12.000 61.0 56.4 48.4 42.3 38.4 33.6 36.4 34.9 30.5 35.7 32.4 28.3 33.6 30.5 26.7 12 GAUGE Fy = 50 KSI 12 GAUGE Fy = 50 KSI 30.9 28.1 24.5 21.4 19.5 17.0 19.5 17,7 16.6 18.1 16.4 14.3 17,0 16.5 13.5 16.5 14,0 12.3 3.500 24.5 22.3 19.5 17.0 15,6 13.5 15.5 14.0 12.3 14.3 13.0 11.4 13.5 12.3 10.7 31.8 26.9 25.2 22.0 20.0 17.5 20.0 18.2 15.9 18.6 16.9 14.8 17.5 15.9 13.9 15,9 14.4 12.6 3.625 25.2 22.9 20.0 17.5 15.9 13.9 15.9 14.4 12.6 14.8 13.4 11.7 13.9 12.6 11.0 34.4 31.3 27.3 23.9 21.7 18.9 21.7 19.7 17.2 20.1 18.3 rn.o 18.9 17.2 15.0 17.2 15.6 13.7 4.000 27.3 24.8 21.7 18.9 17.2 15.0 17.2 15.6 13.7 16.0 14.5 12.7 15.0 13.7 11.9 47.9 43.8 38.0 33.2 30.2 26.4 30.2 27.4 24.0 28.0 25.5 22.3 26.4 24.0 20.9 24.0 21.8 19.0 6.000 38.0 34.6 30.2 26.4 24.0 20.9 24.0 21.8 19.0 22.3 20.2 17.7 20.9 19.0 16.6 61.0 55.4 48.4 42.3 38.4 33.5 38.4 34.9 30.5 35.6 32.4 28.3 33,5 30.5 26.6 30.5 27.7 24.2 8.000 48,4 44.0 38.4 33.5 30.5 26.6 30.5 27.7 24.2 28.3 25.7 22.5 26.6 24.2 21.1 73.7 67.0 58.5 51.1 46.4 40.6 48.4 42.2 36,9 43.1 39.2 34.2 40.6 36.9 32.2 36.9 33.5 29.3 10.000 58.5 63.2 46.4 40.6 36.9 32.2 36.9 33.5 29.3 34.2 31.1 27.2 32.2 29.3 25.6 86.3 78.4 68.5 59.8 54.4 47.5 54.4 49.4 43.2 50.5 45.9 40.1 47.5 43.2 37.7 43.2 39.2 34.2 12.000 68.5 62.2 54.4 47.5 43.2 37.7 43.2 39.2 34.2 40,1 36.4 31.8 37.7 34.2 29.9 NOTES 1. Tho ond reaction must not exceed reactions set forth In lh.e Allowable Web Crippling Table. tabul!'ted a\lltlon height, are .based on the lose er o.f therequlr.ern 're or defle9tlon, wJlh ,~ lo.ad du(allon ncrease 9r 33-1/3 percent, per section /;4.4 .ol .1991 U.B.C. Standard No. 27-9 .. !.. TARI 40 PSF STUD SPACING 12" 16' 24' 4.9 4.4 3.9 6.7 6.1 5.4 8.7 7.9 6.9 9.0 8.2 7.1 9.7 8.6 7.7 13.4 12.2 10.2 7.3 6.6 5.8 9.5 8.6 7.5 9.8 8.9 7.7 10.6 9.6 8.4 14.6 13.3 11.8 18.5 18.8 14.6 22.4 19.7 16.1 7.9 7.1 6.2 10.2 9.3 8. 1 10.5 9.6 8.4 11.4 10.3 9.0 15.8 14.3 12.5 20.0 18.2 15.9 24.2 22.0 19.2 28.2 25,6 22.4 11.0 10.0 8.7 11.3 10.3 9.0 12.2 11.1 9.7 17.0 15.4 13.5 21.6 19.6 17.1 26. 1 23.7 20.7 30.5 27.7 24.2 12.3 11.1 9,7 12.6 11.5 10.0 13.7 12.4 10.8 19.0 17.3 15.1 24.2 22.0 19.2 29.3 26,6 23.2 34.2 31.1 27.2 ' . • ... 1• • 11 Ii I• ,_ I•• DUNN SAVOIE INC . STRUCTURAL ENGINEERS 908 S. CLEVELAND ST PH. C760J 966-6355 OCEANSIDE, CA 92054 FX. C760J 966-6360 E-mail: dsi@surfdsi. corn March 26, 2003 State of California Department of Industrial Relations Divisio~ of Occupational Safety and Health Permanent Amusement Ride Section 2424 Arden Way Suite 340 Sacramento, CA. 95825 ARIZONA OFFICE 7150 E. CAMELBACK ROAD SUITE 300 SCOTTSDALE, AZ 85251 PH. C480J 425-5804 FX. (480J 423-7099 Re: Bionic Blaster Installation As-Built document for LEGOLAND California This is to certify that the writer, as the Engineer of Record for the installation of the MACK Tea Cup Ride (Bionic Blaster) has reviewed the drawings and data for the ride and that ride has been constructed according to its final plans. This is based upon a review of the installation drawings, almost daily site inspections during installation, and interaction with the installers. Respectfully submitted, enry arton Hill RCE o: C 64822 ICBO No: 1113681-48 City of San Diego Cert. No: 743 Dum1 Savoie Inc. cc: (1) LEGOLAND California, Inc. Dunn Savoie Inc. State of California Department of Industrial Relations Division of Occupational Safety and Health ELEVATOR, RIDE, AND TRAMWAY UNIT Permanent Amusement Ride, Certification Section 2424 Arden Way Suite 340 Sacramento, CA 95825 Phone: (916) 274-5709 Fax: (916) 263-3576 April 3, 2003 Legoland California Attn: Kathy Murphy One Legoland Drive Carlsbad, CA 92008 RE: Bionicle Blaster Dear Ms. Murphy; -,. Gray Davis.Governor The Division is pleased to enclose your certificate(s) as the result of your annual QSI inspection. Title 8 section 344.7(e) requires such notification from the Division to either be posted at the entrance to each permanent amusement ride, or to have a sign posted at the ride entrance notifying the public of the readily accessible central location of Division notifications. The Division also requires that whenever a ride is added to a location an updated liability declaration must be forwarded to this office. This declaration may take the form of a certificate of Liability Insurance that includes a list of all rides at a location. If other changes are made to the liability policy then a new policy must be sent to this office for review. For further information you may contact the Certification Section at (916) 27 4-5709. Sincerely, ~~ James L. Borwey Senior Engineer Permanent Amusement Ride Certification Section Enc. State of California Department of Industrial Relations Division of Occupational Safety and Health Permanent Amusement Ride Unit Ge:rtificate of Inspection This Certificate>Notifies . '·tegoland Ca)lifornia One Lego land Drive, Carlsbad, CA 92008 The State of <9alifornia, <Division of Occupational Safety and+:/,ealth, (J;Jermanent Amusement Ride Unit has completed the .Annual QSI Inspection for:the ride listed below as required by Tit!;· 8, (9(9'R Section 344.S(c). This certificate of inspection expires one year from march 26, 2003. -•• , .', 0 .,·· ' Bi,oni:cle·.B.laster PAR# 1773 :;• ., • -... < - r Engineer, PAR Certificatio