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Home My WebLink About1 LEGOLAND DR; ; CB994514; PermitCity of Carlsbad 02/16/2000 Commercial/Industrial Permit Permit No: CB994514 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: LJEf,Ol/lrtJD or 1 LEGO DR CBAD Tl 2111000900 Sub Type: COMM Lot#: 0 $40,000.00 Construction Type: NEW Reference #: Status: Applied: Entered By: ISSUED 12/07/1999 JM Project Title: 02/16/2000 LEGOLAND-INSTALL SPRAY BOOTH Plan Approved: lssue~·n O?J21.~Aibo'ID01 01. Inspect Area: C-·Pfi:MT Applicant: WING JOHN LEGOLAND CALIFORNIA INC <LF> LEGO 9302 BOND AVENUE EL CAJON CA 92021 619-390-7803 Total Fees: $607.79 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 STD #2 Fee STD #3 Fee FD Fund) Renewal Fee ransportation Fee Add'I Renewal Fee $0.00 PLUMBING TOTAL Other Buildint~~iR $0.00 ELECTRICAL TOTAL Pot.WaterC F ED P'ER MECHANICAL TOTAL Meter Size Jt:aster Drainage Fee: Add'I Po r1~-= ewer Fee: Reel. Wfje.r• ~ ft AC~ lllffi.t edev Parking Fee: --'VI A v~ ffllQ IA&t:e,L PERMIT FEES DA $387.23 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $20.00 $19.50 $0.00 $0.00 $0.00 $607.79 Inspector: Date: Clearance: ------ NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which ou have reviousl been iven a NOTICE siGJiliTM' tQj;rGAR.biSHM\.Dtute of limitations has reviousl otherwise ex ired. 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 Jc(Ji'fo PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 EST.VAL.~-1-,~~~~....,.......,...-.,a+- Plan Ck. Deposit ____ ,-,,:;.s.q..:._;....:,;-=.. Valid ated By _ __,..c.....-#----1--,,,...,~..,.,~.,,....- D ate _______ ~~---.,-......,"-*"-+<--+~ 1. PROJECT INFORMATION Business Name (at this address) 6206 12/07/99 0001 01 Q2 220-56 Address (include Bldg/Suite #) (),,,t l e..5c /4-At:f Legal Description Qr' Lot No. Le5o /,Me( C-PRMT Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel# v 1 "2.11 ~ 0~ ~ -/0, JI,//, Z/2-0~11-6,s' Existing Use Proposed Use A"/, r, C""'~ 7SO #of Stories I # of Bedrooms # of Bathrooms Description of Work SO. FT. r.,,s kilt.·/. i'Otl C ( r,,, ;,.. Sr1 r <i y loco JI. t Ca ii Of 'I 2. CONTACT PERSON (If different from applicant) - Name J o b"'\ w :.\.~ 13DZ J30,1~l AvP cl c~/""' Address City State/Zip / Telephone # Fax # Name APPLICANT D Contractor biz.,,, w, l') or Agent for Contractor D Owner D Agent for Owner q 3 <> z.. Bo ,ul 14"'< GI 4,j,, 1 3. Teleph'one # Address City State/Zip 4. PROPERTY OWNER Name l~~I'.) 71',l'Jd 5. CONTRA<!TOR • 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[$ 001). A,~ /;1ttt1L} l'vtt:-11 '5 s-ie,YI~ c,ioz: on'-'1 Aue GI · 't-, ( ·eo.,,, ~ $.,~p-/Ea:5 Address l1 City tate/Zip Telephone # License Class O City Business License # -------- Name State license # _5<-q.LJ.7c..2=-':t..&...l0"'--- Designer Name «.,/I t:;,.xe-" State license # --'r..__.3...___,<./'--'"=--=-/__.3,___f __ 6. WORKERS' COMPENSATION Address City Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: State/Zip Telephone 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 of the work for which this permit is issued. ,E. 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 carri~r and policy number are: Insurance Company S·fq../.e £v111cl' Policy No. '" 2'"'71~-7') Expiration Date 7-/ -00 (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,00 , In dditio to_ th~st of compensation, damages as provided for in Section 3706 of tha Labor code, interest and attorney's fees. SIGNATURE ~-~ DATE 7-/ -'j / 7. OWNER-BUILDER ECLARATION --'-~~---<-~:::;::::-::_ ____ ~,~-, I hereby affirm that I am exempt from the Contractor's License Law for the following 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 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). O 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). O 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. 3. I have contracted with the following person (firm I to provide the proposed construction (include name I address I phone number I contractors license number): 4. 1 plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address I phone number I contractors license number):,---------------------------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): _______________________________________________________ _ PROPERTY OWNER SIGNATURE ----------------------- COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY DATE _________ _ 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? D 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 7 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 commenced within 180 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 commenced for a riod 180 a~cti~n 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE I z -"'1 -'1? WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad i=i!••t:•i;t~l•J4·Fiiii,t4;Ji November 10, 2000 JOHN WING 9302 BOND A VE EL CAJON CA 92021 RE: BUILDING PERMIT EXPIRATION PERMIT TYPE: TI Permit Number: Issue Date: ADDRESS: 1 LEGO DR CB994514 2/16/2000 PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Our records indicate that your building permit will expire by limitation of time on 12/25/2000. 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 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 @ City of Carlsbad Bldg Inspection Request For: 7/12/2000 Permit# CB994514 Inspector Assignment: PD --- Title: LEGOLAND-INSTALL SPRAY BOOTH Description: Type:TI Sub Type: COMM Phone: 6193907803 EX 13 Job Address: 1 LEGO DR Suite: Location: Lot 0 Inspector: L APPLICANT WING JOHN Owner: LEGOLAND CALIFORNIA INC <LF> LEGOLAND ESTATES AG Remarks: Total Time: CD 19 Description Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Associated PCRs lnsgection Histor:i,:'. Date Description 6/27/2000 23 Gas/Test/Repairs 6/21/2000 23 Gas/Test/Repairs 6/20/2000 23 Gas/Test/Repairs 6/13/2000 23 Gas/Test/Repairs 4/6/2000 12 Steel/Bond Beam 3/29/2000 12 Steel/Bond Beam Act Comments Requested By: JOHN Entered By: ROBIN :::$"w.l'ril'-'t ~ -"A&""""'(R"---"t;:_".'A=~~7-+~-"t::_e &f. ........... --'8-1__.12=-~M=r'.-·----- t--- Act lnsp Comments AP TP CA TP TEST FAILED Pl TP START 24 HR TEST CA PD AP PD co PD ( Citv of Carlsbad · Final Building Inspection Dept: Building Engineering Planning CMWD St Lite ~ Plan Check#: Permit#: CB994514 Project Name: LEGOLAND-INSTALL SPRAY BOOTH Address: 1 LEGO DR Contact Person: JOHN Sewer Dist: CA Inspected U By: -~ Inspected By: Inspected By: Phone: 6193907803 EX 1 Water Dist: CA Date ~/&0 Inspected: Date Inspected: Date Inspected: Date: 7/12/2000 Permit Type: Tl Sub Type: COMM Lot: 0 Approved: Voisapproved: __ Approved: Disapproved: __ Approved: Disapproved: __ 'A Quality Assurance Firm'' VISUAL INSPECTION REPORT Project Name: LEGOLAND-SPRAY BOOTH Project Address: 1 LEGOLAND DRIVE Architect: J. MENDOZA I Engineer: J. MENDOZA General Contractor: AIR MANAGEMENT Contractor Doing Reported Work: VARCO BUILDING Lab. Receiving & Testing Constr. Mat'! Samples: N/A INSPECTION MAT'L SAMPLING QTY MAT'L DESCRIPTION ., Field Shop Concrete Cylinders Reinforcing Steel Concrete Mortar Samples Cone. Mix/PSI ., Structural Steel Grout Samples Cone. MIX/ PSI Masonrv Masonrv Prisms All Thread Bolts Fireproofing Masonry Block Grout Mix/PSI Pile Driving Reinforcing Steel Mortar Tvoe/PSI Roofing Fireproofing ., H.S. Bolts A325 Specialtv Asphalt Concrete Electrode Soils Technician Roofing Steel Bolt Pull-Out Steel Fireoroof Prestress Concrete High Streno-th Bolts Units Block Wateroroofing Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf Tendons Mechanical Other Eooxv Electrical Other Other Batch Plant Other Other Inspection Date: 08/11//00 TESTING SERVICES & INSPECT.ION INC. 3030 Main Street San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax Pennit Number: CB 994514 File Number: NIA Job Number : Other: Other: INSPECTION CHECK LIST ., Plan/Specs ., Clearances ., Positions ., Sizes Laps Consolidation ., Torque Applied TURN OF NUT Tension Aoolied Epoxv Drilled Holes Corrective Action ., Corrections Complete FROM REPORT DATED 08-02-00 LOOSE BOLTS MISSING RE-INSPECTION OF TORQUING ON HIGH STRENGTH BOLTS, WITNESSED BY TURN-OF NUT METHOD. ALL CONNECTIONS ACCEPTED. VERIFIED LOOSE BOLTS AND MISSING BOLTS AT KNEE BRACE TO INCLUDE WITNESSING TIGHTENING PROCEDURE. INSPECTION ACCEPTED. CERHF,CA'ITON OF COMPLlANCK AH'""'"""""' -~,= """'"'~ ,~,'"""'~-A~ Md .,,,,,~1o ~"" brni ... \ode,. Tu, report only covers the locations of the work inspected and does not constitute engineering opinion or oroiect ntrol. l INSPECTOR NAME: JUANR.DIAZ ~l'CfO~GNATURJ<~ (7 CERTIFICATE NUMBER: 190 -~ NOTE: Inspections based on a 4-hour minimum; actual time after 4 hours; 2 hour show up • • / for job cancellations. Ove.:;;-; Wctive on~ays, Double time on Sunday SUBMITTED TO: CITY OF CARLSBAD/ AIR MANAGEMENT SYSTEMS ''A Quality Assurance Firm'' VISUAL INSPECTION REPORT Prnject Name: LEGO LAND -SPRAY BOOTH CANOPY Project Address: ONE LEGOLAND DRIVE Architect: N/ A I Engineer: JOSEPH MENDOZA General Contractor: AIR MANAGEMENT SYSTEM Contractor Doing Reported Work: M.W. CONSTRUCTION Lab. Receiving & Testing Constr. Mat'! Samples: NIA INSPECTION MAT'L SAMPLING QTY MA T'L DESCRIPTION ./ Field Shoo Concrete Cylinders Reinforcing Steel Concrete Mortar Samples Cone. Mix/PSI ./ Structural Steel \ Grout Samples Cone. Mix/PSI Masonry Masonry Prisms All Thread Bolts Fireproofing Masonry Block Grout Mix/PSI Pile Driving Reinforcing Steel Mortar Tyoe/PSI Roofing Fireoroofing ./ H.S. Bolts A325 Soecialtv Asohalt Concrete Electrode Soils Technician Roofing ./ Steel A572, A-36 Bolt Pull-Out Steel Fireproof Prestress Concrete High Strength Bolts Units Block Waterproofing Other Unit Brick OSHPD Other Metal Deck OSA Other Reinf. Tendons Mechanical Other Eooxy Electrical Other Other Batch Plant Other Other Inspection Date: 08/02/00 TESTING SERVICES & INSPECT.ION INC. 3030 Main Street San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax Permit Number: CB 994514 File Number: NIA Job Number: Other: Other: INSPECTION CHECK LIST J Plan/Specs Clearances ./ Positions ./ Sizes J Laps Consolidation J Toraue Aoolied 350# Tension Aoolied Eooxy Drilled Holes ./ Corrective Action LOOSE BOLTS MISSING BOLTS Corrections Complete INSPECTED ASSEMBLED STRUCTURAL STEEL COLUMNS AND BEAMS FOR FRAMING OF CANOPY AT SPRAY BOOTH. BEAMS AND COLUMNS CONFORM WITH DESIGN DRAWINGS FOR SIZE AND GRADE. VERIFIED ROOF DECKING PANELS ATTACHED BY SCREWS, DIAGONAL ROD ROOF BRACING IN PLACE. TESTED A325 HIGH STRENGTH BOLTS FOR PROPER TENSION AT BEAM TO COLUMN CONNECTIONS AT FOUR (4) LOCATIONS AND KNEE BRACE FROM BEAM TO COLUMN. ALL TIGHTENED BOLTS DO NOT CONFORM WITH PROPER TENSION AND MISSING BOLTS AT KNEE BRACE AT TWO (2) LOCATIONS AT FRONT. CERTIFICATION OF COMPLIANCK All of<ho """'°" wmk, ooka oilie,wiso oo<od, oompli~ wi~oloos, speoifi""i"'s ~lioahle s~tioos of<he boildi,, ood,s report onlv covers the locations of the work inspected and does not constitute engineering opinion or proje t control. J _ INSPECTOR NAME: JUANR. DIAZ l~OR'SSIGNAf \ ~ CERTIFICATE NUMBER: 190 f.bvN _,, . -n__ This NOTE: Inspections based on a 4-hour minimum; actual time after 4 hours; 2 hour show up Linimum for job caucellatiou~ vertJe effective on Saturdays, double time on Sunday SUBMITTED TO: CITY OF CARLSBAD/AIR MANAGEMENT SYSTEM EsGil Corporation '.ln Partnersliip witli (jovernment for 'BuiUing Safety DATE: December 16, 1999 JURISDICTION: Carlsbad PLAN CHECK NO.: 99-4514 PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: Spray Booth/Canopy SET: I D APP~NT /,:rjuR.1sJ ( D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: ~ Esgil Corporation staff did not advise the applicant that the plan check has been completed. 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 REMARKS: The last sheet of the Varco-Pruden plans shows the foundations: )hat sheet must bestgneci/-s-ea~efl .. "g.y-tfte-resporrsrrn~------\-n ~ By: Kurt Culver Enclosures: ~ yvv - Esgil Corporation 0 GA O MB D EJ D PC 12/9/99 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 Carlsbad 99-4514 December 16, 1999 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 99-4514 PREPARED BY: Kurt Culver DATE: December 16, 1999 BUILDING ADDRESS: 1 Lego Dr. BUILDING OCCUPANCY: Fl TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA VALUATION VALUE (ft.2) MULTIPLIER ($) Air Conditioning Fire Sprinklers TOTAL VALUE D 199 UBC Building Permit Fee [;gJ Bldg. Permit Fee by ordinance: $ 339.33 D 199 UBC Plan Check Fee [;gJ Plan Check Fee by ordinance: $ 220.56 Type of Review: [;gJ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: $ 176.45 Comments: Sheet 1 of 1 macvalue.doc 5196 City of Carlsbad •#iii·; i lt444ilf· I •14·Ei4ii ,t§ ,i I DATE: /'9f cafc;;f BUILDING PLANCHECK CHECKLIST PLANCHECK NO.: BUILDING A6DRESS: PROJECT DESCRIPTION: tJcc11\.~--C)1iN2-~v [~.:J"7d\-Q.., ASSESSOR'S PARCEL NUMBER: I 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 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. Please review carefully all comments attached, as failure to comply with . instructions in this report can result in suspension of permit to build. Cl Right-of-Way permit is required prior to construction of the following improvements: Please see,. thEY'' attached report of deficiencies marked wit9,~: Make necessary corrections to plans or specifications for compliance with applicable codes and stanc:Jards. Submit corrected plans and/or specifications to this office for review. By: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: D Dedication Application D Dedication Checklist n Improvement Application L--' D Improvement Checklist D Future Improvement Agreement D Grading P'ermit Application D Grading Submittal Checklist LJ Right-of-Way Permit Application D Right-of-Way Permit Submittal Checklist and Information Sheet D Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4510 CFO INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 j / /' 0 0 0 I I / ,// / 0 0 0 !, I 0 0 0 0 BUILDING PLANCHECK CHECKLIST SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: A. B. C. 2. A. B. 3. A. B. C. North Arrow D. Property Lines Existing & Proposed Structures E. Easements Existing Street Improvements F. Right-of-Way Width & Adjacent Streets G. Driveway widths Show on site plan: Drainage Patterns 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." Existing & Proposed Slopes and Topography Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE 4a. Pro~ect does not pomply,~Vl(ith the following Engineering Conqitions of a£prov~I for ProJect No. ·v ,1t, O'Y~·r , .. .,,_,,~r;i,, • \JI-ere . '16 c- 4b. All conditions are in compliance. Date: · ~~~~~~~~~~~ H:\WORD\DOCS\CHKLST\Building Plancheck Cklst BP0001 Form JJ.doc 2 Rev. 12/26/96 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: -----------------~ Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 Y:z" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: -------------Date: ----- IMPROVEMENT REQUIREMENTS 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: -------------- Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: -----------Date: ----- 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $ so we may prepare the necessary Future Improvement Agreement. This·agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: H:\WORD\DOCS\CHKLST\Building Plancheck Cklst BP0001 Form JJ.doc 3 Rev. 12/26/96 1st./ 0 0 0 0 0 0 0 0 0 0 0 0 0 // // ~ 0 0 0 0 0 0 0 BUILDING PLANCHECK CHECKLIST 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) 7d.No Grading Permit required. 7e.lf grading is not.required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: BUILDING PLANCHECK CHECKLIST H:\WORD\DOCS\CHKLST\Building Plancheck Cklst BP0001 Form JJ.doc 4 Rev. 12126/96 1st.I 2nd.I * 0 i '.·\\ /"/ I ~ / \ I \ 0 0 3rd.I ,0 ,/ 0 0 0 0 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 12. O ,,Required fees are attached r:f No fees required 13. Additional Comments: H:\WORD\DOCS\CHKLST\Building Plancheck Cklst BP0001 Fann JJ.doc 5 Rev_ 12/26/96 .J!l "' Cl C C C "' "' "' 0:: 0:: 0:: PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB 9 Cf L/.S-/ t/ Address One_ LECb.tJr/ve Planner Lbn Neu Phone (619) 438-1161, extension l./t/t/C APN: 21!~ ICXJ-1/ . ~l"'-t-SjJ/'V<y /Joo-i-/, /./1 Type of ProJect & Use: anal G.1:1c:y:iy Net Project Density: N Lrr DU/AC Zoning: C-,-9 General Plan: -r-~ Facilities Management Zone: _/-3~-- CFD~/out) # / Date of participation: /2 .. 2/-93 Remaining net dev acres: 2.S- ~ie one (For non-residential development: Type of land used created by this permit: All aHe-f' Cf:»'?l""?e/'cdg) uses: ) Legend: L8J 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: YES TYPE ----NO APPROVAL/RESO. NO. _____ DATE ___ _ PROJECT NO. _______ _ OTHER RELATED CASES: _5()~/J_<?;..:....:0~-)-"~'--------------- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: /JC<?(Joseo/ use f>er'r?1i±teP/ j)Uf'-SUCln+ Ad.,,,inis-/r?Jd1've Amenol.,..,.errf--lo ±k-Sit l)eue/'!j}Merd--: J<?bin o/crf:o/ G--2-CJEt(eo,t}v Coastal Zone Assessment/Compliance Project site located in Coastal Zone? CA Coastal Commission Authority? YESl(_ NO YES Nox_ If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Det~rmine status (Coastal Permit Required or Exempt): Coastal Permit Determination Forril already completed? YES NO If NO, complete Coastal Permit Determinati.on Form now. Coastal Permit Dete~mination 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. &D D B"""D D lnclusionary Housing Fee required: YES NO )< (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO (A/P/Ds, Activity Maintenance, enter CB#, tool bar, Screens, Housing Fees, .Construct Housing Y /N, Enter Fee, UPDATE!) Site Plan: 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. 2. Provide legal description of property and assessor's parcel number. Zoning: 1 . Setbacks: Front: Required -------Shown ------- Interior Side: Required· -------Shown -------Street Side: Required -------Shown -------Rear: · Required ______ _ Shown ------- 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown 3. Lot Coverage: Required Shown 4. Height: Required -------Shown ------- 5. Parking: Spaces Required -------Shown ------- Shown -------Guest Spaces Required ------- DATE 2-/0·-c() Carlsbad Fire Department 990473 " 2560 Orion Way Carlsbad, CA 92008 Fire Prevention (760) 931-2121 1Plan Review Requirements Category: Building Plan Reviewed by: D te f R rt 12/17/1999 , a o epo : ~~~~~~~~~~~~ Name: Air Management Sys. A'Gdress: 9369 Quail Canyon Rd. City, State: El Cajon CA 92021 Plan Checker: Job #: 990473 Job Name: Legoland Spray Booth Bldg#: CB994514 ~~~~~~~~~~~~~~~~~~ Job Address: One Lego Dr Ste. or Bldg. No. D Approved ~ Approved Subject to ~ 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 comp·liance 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 990473 FD File# M.W. CONSTRUCTION 615 N. CITRACADO PKWY. ESCONDIDO, CA. 92029 STEEL BUILDING FOOTING DESIGN PAUL EXLEY, P.E. 34613 VP STEEL BUILDING (JOB NO. TQ990713093434 AIR MANAGEMENT LEGO LAND CARLSBAD, CA. ALLOW. SOIL BEARING: ALLOW. FRICT: ALLOW. PASSIVE PRESS: 1,000 p.s.f. 13 0 p. s. f. -3-&6-p . s . f. /#0 DATE: 8/13/99 FOUNDATION DESIGN (25'x 30' V.P. STEEL BLDG.) Job No. TQ990713093434) Frame Lines: 1&2 EXT. COL. Reaction 4.20 k Uplift -1.80 k Horiz. 1.60 k S.W Col. A 4,200xl.1 4.620s.f. 1,000 Try 24 11 sq.x 12 11 deep 2 D.L.= 2.0 xl.Ox150 Frict.= 2.0x2.0x4xl30= 600 2,080 2,680# > 1,800# o.k. Horiz. H= 1,600# Lat. F= 2.0x2.0x300xl.33 Frict.= 2.0xl.Ox130x2xl.33= 2.0x2.0x130xl.33 1,596 692 692 2,980#> 1,600# o.k. USE 24" SQ.x 12" Deep w/ 3-#4 Bars E.W. Horiz,. T-ies H= 1,600# 1,600 As= cos .3D Embedment FOUh"'DATION DR$IGN (25'x 30' V.P. STEEL BLDG.) Job N/ .-I.Q . .99ll11.3..093434 I 20,000xl.33 = 0.07 sq.in. f sd 20~ OOOxO .500 l= = 25.00 in. 4u 4xJ 00 USE 1-#4 BAR Extend #4 Bars .25 11 ...Min-into slab l~VP Buildings (Project Name: (VP Quote No.: (VP Order No.: 4510 Air Mgmt) CA99028747-000) ) ·. 1 VP BUILDINGS STRUCTURAL DESIGN DATA Project Name: Building Name: Customer Name: Project Location: Builder Ref No.: Builder Name: Builder Location: 4510 Air Mgmt Lego Land Air Management Carlsbad.CA 1999 MW Construction, Inc. Escondido,CA TABLE OF CONTENTS Letter of Certification Loading Information Building Reactions Covering Design Roof and Wall Bracing Design Roof and Wall Secondary Structural Design Primary Structural Design DATE: 10/26/99 TIME: 10:17 PAGE: 01 of 23 o Land 2 4 8 11 13 15 19 i I I ' ,'N '"Cf :"'-:,) i "~ I_ , "" ' l~VP Buildings LETTER OF CERTIFICATION Contact: ds Name: MW Construction, Inc. Address: 615 North Citracado Parkway City/State: Escondido CA 92029 Job Disposition: Schedule for Fabrication (Bl MBMA End Use Code: 4 -Manufring. Production 4510 Air Mgmt) CA99028747-000) ) *****~ PROJECT REFERENCE******* Project Name: 4510 Air Mgmt VP Job No.: Customer Name: Air Management Street: Carlsbad City/State: Carlsbad, CA 92029 ( County San Diego l This is to certify that the above referenced VP BUILDINGS project has been designed for the 10/26i99 10:17 [30598, 1] applicable portions of the following Building Code and in accordance with the order documents which have stipulated t~ following applied environmental loads and conditions: Overall Width: 25/0/0 Overall Length: 30/0/0 Max/Min Eave Height: 15/0/8 14/0/0 Roof Pitch: 0.500/ 12 Roof Live Load 20.00 PSF Building Code/Year = 97UBC Distance to Coast N/A Reduced Live Load (Bldg)= Yes [1997 Uniform Building Code Bldg Enclosure Category= Open Ground Snow Load 0.00 PSF Roof Snow Load (flat) N/A Wind Load Speed 70.00 MPH Wind Load Pressure 13.26 PSF Wind Exposure Category C Rainfall Intensit 4.0 Inches oer Seismic Zone Building Use Category Rf Sht+Scndry Dead Ld Add'l Gravity Collateral Add'l Uplift Collateral (User Imposed Loads) Hour 4 4 2.20 PSF 3.00 PSF 0.00 PSF Bldg Base Elevation Snow Exposure Category Thermal Category = 0/0/0 3 Snow Load% for Seismic= 0.0 Bui Lt-up Section Spec. = 1989 AISC Cold-Form Spec. = 1989 AISI Allow Overstress Ratio = 1.030 The steel design is in accordance with VP BUILDINGS standard design practices, which have been established based upon pertinent procedures and recommendations of the following organizations American Institute of Steel Construction (AISC), 9th Edition American Iron and Steel Institute (AISI), 1986 Edition w/ 1989 Addendum American Welding Society (AWSl [D1. 1] American Society for Testing and Materials (ASTM) Metal Buildings Manufacturers Association (MBMA) AISC Category MB Manufacturer Certification. This certification DOES NOT apply to the design of the foundation or other on-site structures or components not supplied by VP BUILDINGS, nor does it apply to unauthorized modifications to framing systems provided by VP BUILDINGS. Sincerely, Prepared by: Reviewed·by: VP BUILDINGS l~VP Buildings LETTER OF CERTIFICATION 4510 Air Mgmt) CA99028747-000) ) The Structural Design and/or Manufacture of this VP BUILDINGS building will be or has been at one of the following VP Buildings locations: Rainesville, Al -VP Alabama Plant Pine Bluff, AR -VP Arkansas Service Center [Manufacture Only] [Design and Manufacture] Turlock, CA -VP California Service Center [Design and Manufacture] St. Joseph, MO -VP Missouri Service Center [Design and Manufacture] Kernersville, NC -VP North carolina Service Center [Design and Manufacture] Vanwert, OH -VP Ohio Service Center Evansville, WI -VP Wisconsin Service Center [Design and Manufacture] [Design and Manufacture] Additional Structural Material may be fabricated and provided for by one of the following fabricators: BAR JOISTS- SMI, Inc. Vulcraft ISP Hope, AR Grapeland, TX Norfolk, NE Florence, SC Brigham City, UT El Paso, TX Hancock Salem, VA Can am Washington, MO Socar Florence, SC (This information is presented in compliance with VP Building's AISC Certification responsibilities.) 10/26/99 10:17 1'1;71VP Buildings Building: Lego Land LOADING REPORT -+510 Air Mgmt) CA9902&747-000) ) [VP Order No. 10/26/99 10:17 (30598, 1) 97UBC -1997 Uniform Building Code -Bldg. Use Category: 4 (MBMA Enduse= Manufring. Production [4] 9 Roof Covering Wt.: 0.950 PSF **** Collateral Loading**** Liner Sheet Wt. 0.000 PSF Sec. Structl Wt. : 1.247 PSF Primary Frame Wt.: (Varies by Frame) To be used w/Gravity Loads: 3.000 PSF To be used w/Uplift Loads : 0.000 PSF Total Dead+ Collateral(Gravity): 5. 197 PSF + Frame Dead Load Total Dead+ Collateral(Uplift) : 2. 197 PSF + Frame Dead Load Building Enclosure Input Wind Speed: Height Used Type to be Used: 70. 0 MPH 15/0/0 PRIMARIES, PARTS AND PORTIONS: Open Gust Factor: 1.320 Importance Factor: 1.000 Slope Used 2.386 degrees Primary Zone Strip Width= Not Applicable Parts and Portions Zone Strip Width= 2/6/0 Velocity Pressure (Cale) 12.54 PSF Comb Height/Exposure/Gust Coef: 1.06 Basic Wind Pressure 13.26 PSF [Least Horizontal Dimension= 25/0/0 = 0.00256 * ( 1.00 * 70.00)'2 * 1.000 Exposure Category C ==================> EXTERNAL WIND COEFFICIENTS -MAIN rRAMING and BRACING<--------~------- Comp Type Wind Zone Load Case --Windward------Leeward---Min Max Column Rafter Rafter Column Slope Slope Min H/W Max H/W l~VP Buildings LOADING REPORT Frames ALL Zones Wind 1 0.80 0.70 Frames All Zones Wind 2 -0.70 0.70 Bracing ALL Zones Wind 1 0.80 0.00 4510 Air Mgmt) CA99028747-000) ) 0.70 0.50 0.00 0.70 0.70 0.00 0.00 0.50 0.00 9.5 90.0 9999.0 -------> INTERNAL WIND PRESSURE COEFFICIENTS -MAIN FRAMING<======= Porosity Load --Windward------Leeward---Min Max Cond Case Column Rafter Rafter Column Slope Slope Open Wind 1 0.00 0.00 0.00 0.00 0.00 90.00 Open Wind 2 0.00 0.00 0.00 0.00 o.oo 90.DO Open i-lind 3 0.00 0.00 0.00 0.00 0.00 90.00 ====> EXTERNAL i-l!ND COEFFICIENTS -PARTS ANO PORTIONS<======= Cp = C * log(Al + K Bldg \./ind Load A (sq. ft.) Min Max Portion Zone Case K C Min Max Slope Slope Roofs All Zones Wind -1. 300 0.000 0 10 0.0 9.5 Roofs All Zones \./ind -1. 600 0.300 10 100 0.0 9.5 Roofs All Zones \./ind -1.000 0.000 100 1000 0.0 9.5 Roofs All Zones \./ind -0.700 0.000 1000 0.0 9.5 Roofs Corner \./ind 2 -2.300 0.000 0 10 0.0 9.5 Roofs Corner \./ind 2 -3. 100 0.800 10 100 0.0 9.5 Roofs Corner \./ind 2 -1. 500 0.000 100 1000 0.0 9.5 Roofs Corner \./ind 2 -0.700 0.000 1000 0.0 9.5 Roofs Edge Strip \./ind 2 -2.300 0.000 0 10 0.0 9.5 Roofs Edge Strip \./ind 2 -3. 100 0.800 10 100 0.0 9.5 Roofs Edge Strip \./ind 2 -1.500 0.000 100 1000 0.0 9.5 Roofs Edge Strip \./ind 2 -0.700 0.000 1000 0.0 9.5 Roofs Interior Wind 2 0.000 0.000 0 0.0 · 9.5 Overhangs All Zones Wind 1 -2.800 0.000 0 10 0.0 9.5 Overhangs All Zones I.ind -3.600 0.800 10 100 0.0 9.5 Overhangs All Zones \./ind -2.000 0.000 100 1000 0.0 9.5 Overhangs All Zones Wind -1. 200 0.000 1000 0.0 9.5 \.la l ls All Zones \Ji nd -1. 200 0.000 0 10 0.0 90.0 Wal ls All Zones Wind -1. 500 0.300 10 100 0.0 90.0 Wal ls All Zones Wind -0.900 0.000 100 1000 0.0 90.0 Walls All Zones Wind -0.800 0.000 1000 0.0 90.0 Wal ls All Zones Wind 2 1.200 0.000 0 10 0.0 90.0 Wal ls All Zones Wind 2 1. 500 -0.300 10 100 0.0 90.0 Wal ls All Zones \./ind 2 0.900 0.000 100 1000 0.0 90.0 Wal ls All Zones Wind 2 0.800 0.000 1000 0.0 90.0 Wal ls Exterior Wind 3 -1.500 0.000 0 10 0.0 90.0 Wal ls Exterior Wind 3 -1.800 0.300 10 100 0.0 90.0 Wal ls Exterior Wind 3 -1.200 0.000 100 1000 0.0 90.0 i-la l ls Exterior Wind 3 -0.800 0.000 1000 0.0 90.0 Wal ls Interior Wind 3 0.000 0.000 0 0.0 90.0 Wal ls Exterior \./ind 4 1.200 0.000 0 10 0.0 90.0 Wal ls Exterior Wind 4 1.500 -0.300 10 100 0.0 90.C 0.0 9999.0 0.0 9999.0 0.0 9999.0 Max Typical Ht. A 10 100 600 600 10 100 600 600 10 100 600 600 600 10 100 600 600 10 100 600 600 10 100 600 600 10 100 600 600 600 10 100 10/26/99 10:17 Example Cp -1.30 -1. 00 -1.00 -0.70 -2.30 -1. 50 -1.50 -0.70 -2.30 -1. 50 -1.50 -0.70 0.00 -2.80 -2.00 -2.00 -1. 20 -1. 20 -0.90 -0.90 -0.80 1. 20 0.90 0.90 0.80 -1.50 -1.20 -1.20 -0.80 0.00 1. 20 0.90 l~VP Buildings LOADING REPORT 4510 Air Mgmt) CA99028747-000) ) FRAMES: 1 2 3 4 POSTS: 5 6 Wal ls Wal ls Wal Ls Exterior Exterior Interior Wind 4 Wind 4 Wind 4 0.900 0.000 0.800 0.000 o. 000 0. 000 100 1000 0 1000 0.0 90.0 0.0 90.0 0.0 90.0 Zone 4 Soil Profi Le SD (Source Type B, Distance 50.00) Importance Factor 1.00, Snow Load 0.00 PSF ( 0.0%), Ca= 0.4400, Cv = 0.6400 Frames: R = 4.50, Period 0.2604, RI R = 1.27, Gravity Ratio= 0.24444 Bracing: ( 1. 000) ( 1. 333) ( 1. 333) ( 1. 333) ( 1. 333) (1.333) R = 5.60, Period 0. 1488, R I R = 1.00, Gravity Ratfo = 0.22000 Plane Total Wt. Seismic Name Used Frame -------------------------------- ROOF1 7.697 PSF 1.881 PSF 1.00 Dead Weight+ 1.00 Col lat Grav+ 1.00 Live 1.00 Dead Weight+ 1.00 Wind 1 Right 1.00 Dead Weight+ 1.00 Wind 1 Left 1.00 Dead Weight+ 1.00 Wind I I Ridge Load Bracing --------- 1.693 PSF 1.00 Dead Weight+ 1.00 Col lat Grav+ 0.71 Seismic Right 1.00 Dead Weight+ 1.00 Col lat Grav+ 0.71 Seismic Left 7 (1.333) 1.00 Wind Right 8 (1.333) 1.00 Wind Left PURLINS: 1 2 3 4 5 6 7 GIRTS: 1 2 3 4 BRACING: 1 2 3 4 (1.000) ( 1. 333) ( 1.333) ( 1. 333) ( 1. 333) (1.700) ( 1.700) ( 1. 333) (1.333) ( 1. 333) ( 1. 333) (1.333) ( 1. 333) ( 1. 333) ( 1. 333) 1.00 Dead Weight+ 1.00 Collat Grav+ 1.00 Live 1.00 Dead Weight+ 1.00 Wind 1 Right+ 1.00 W React 1 Right 1.00 Dead Weight+ 1.00 Wind 1 Right+ 1.00 W React 1 Left 1.00 Dead Weight+ 1.00 Wind 2 Left+ 1.00 W React 1 Right 1.00 Dead Weight+ 1.00 Wind 2 Left+ 1.00 W React 1 Left 1.20 Dead Weight+ 1.20 Col lat Grav+ 0.50 Live+ 1.00 E React Right 1.20 Dead Weight+ 1.20 Col lat Grav+ 0.50 Live+ 1.00 E React Left 1.00 Wind 1 Right 1.00 Wind 2 Left i.00 Wind 3 Right 1.00 Wind 4 Left 1.00 Wind 1 Right 1 .00 Wind 1 Left 0.71 Seismic Right 0.71 Seismic Left DATE: TIME: 600 600 600 0.90 0.80 0.00 l~VP Buildings PLN PLN PLN LOAD ID TYPE NAME TYPE 6 ROOF ROOF1 Point Ld 6 ROOF ROOF1 Point Ld a I l!1 (\J ·-o" LOAD CASE \./ind \./ind LOADING REPORT START /END LO MAGNITUDE 0.40 k 0.40 k 4510 Air Mgmt) CA99028747-000) ) X-COORD LOCN 1/0/0 29/0/0 28'-0" 30'-0" Y-COORD LOCN 24/11 /0 24/11/0 Z-COORD LOCN 14/0/1 14/0/1 10/26/99 10:17 -LOAD APPLICATION-SPT LOAD LOAD Frm Brc Grt Prl Pnl CODE DIR LOCN Y N N N N No - Y FO Y N N N N No -Y FO 1 · -0," l~VP Buildings REACTIONS REPORT Roof Live Load 20.00 PSF Building Code/Year 4510 Air Mgmt) CA990287 47-000) ) = 97UBC Reduced Live Load (Bldg)= Yes [1997 Uniform Building Code Ground Snow Load 0.00 PSF Seismic Zone 4 Roof Snow Load (flat) N/A Building Use Category= 4 Rf Sht+Scndry Dead Ld 2.20 PSF Wind Load Speed 70.00 MPH Add'l Gravity Collateral 3.00 PSF Wind Load Pressure 13.26 PSF Add'l Uplift Collateral 0.00 PSF Wind. Exposure Category C {User Imposed Loads) Rainfall Intensity 4.0 Inches per Hour FRAMES: 1 (1.000) 2 ( 1. 333) 3 ( 1. 333) 4 ( 1. 333) 5 (1.333) 6 (1. 333) ENDPOSTS: 1 (1. 333) 2 ( 1. 333) BRACING: 1 (1.333) 2 (1. 333) 3 (1. 333) 4 ( 1.333) PLN PLN PLN ID TYPE NAME 1.00 Dead Weight+ 1.00 Dead Weight+ 1.00 Dead Weight+ 1.00 Dead Weight+ 1.00 Dead Weight+ 1.00 Dead \./eight+ 1. 00 \Ji nd Right 1. 00 \Jind Left 1. 00 \Ji nd Right 1. 00 \Jind 1 Left 0.71 Seismic Right 0.71 Seismic Left LOAD TYPE LOAD CASE 6 ROOF ROOF1 6 ROOF ROOF1 Point Ld Point Ld Wind Wind 1.00 Col lat Grav+ 1.00 Live 1.00 Wind 1 Right 1.00 Wind 1 Left 1.00 Wind 11 Ridge 1. 00 Col lat Grav+ 0.71 1. 00 Col lat Grav+ 0.71 START/END LO MAGNITUDE 0.40 k 0.40 k X-COORD LOCN 1/0/0 29/0/0 Seismic Right Seismic Left Y-COORD LOCN 24/11/0 24/11 /0 10/26/99 10:17 Distance to Coast N/A Bldg Enclosure Category= Open Bldg Base Elevation = 0/0/0 Snow Exposure Category 3 Thermal Category Snow Load% for Seismic= 0.0 Bui Lt-up Section Spec. = 1989 AISC Cold-Form Spec. 1989 AISI Allow Overstress Ratio = 1.030 Z-COORD LOCN 14/0/1 14/0/1 -LOAD APPLICATION-SPT LOAD LOAD Frm Brc Grt Prl Pnl Y N N N N Y N N N N CODE DIR LOCN No -Y FO No -Y FO 1~1VP Buildings REACTIONS REPORT Frm Pln= FL! [P In =7] H, V =kips M=rn-k 1ps Frame ID I Seg. No.--> Cofumn Type---------> Grid 1 I Grid 2 -----> Base Plate (W x L) --> A. Bolt Qty./ Diam.--> Colm Base Elevation--> Load T e Descriotion Dead Weight Framing Collat Grav Framing Live Wind Right Wind Left Wind 11 Ridge Framing Framing Framing Framing GRcJ 8/1 S1 I 2001 Ext.Calm B/ 1 8.0 X 8.0 ( 2)-0.750 100/0/0 H-xx 0.0 0.0 0.0 0.0 0.0 0.0 H- 0.0 0.0 0.4 -0. 1 -0.5 -0.3 V-zz 0.6 0.6 3.0 -1. 6 -2. 1 -1.8 Seismic Right Framing 0.0 0.4 0.5 Seismic Left Framing 0.0 -0.4 -0.5 W React 1 RightBracing -1.58 O.OB -0.88 W React 1 Left Bracing O.OB O.DB 0.88 E React Right Bracing -0.48 O.DB -0.28 E React Left Bracing O.OB O.OB 0.2B Grid 1 I Grid 2 -----> B/ 1 Ld Comb (Strs Incrs) H-xx H-V-zz Frmg Cmb No. ( 1.00) 0.0 0.4 4.2 Frmg Cmb No. 2 (1.33) a.a -0. 1 -1. 0 Frrng Cmb No. 3 (1.33) 0.0 -0.5 -1. 4 Frmg Cmb No. 4 (1.33) 0.0 -0.3 -1. 2 Frmg Cmb No. 5 (1.33) 0.0 0.3 1. 6 Frrng Cmb No. 6 ( 1.33) 0.0 -0.3 0.8 Post Cmb No. 1 (1.33) Post Cmb No. 2 (1.33) 4510 Air Mgmt) CA99028747-000) ) ::;RIO A/! +Hyy +H~+ JI rvzz S1 2000 H-xx a.a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.68 O.OB -0.58 O.OB H-xx a.a :Q.O 0.0 0.0 0.0 a.a Ext.Calm A/ 1 8.Q X 8,Q 2)-0.750 100/0/0 i H-V-zz a.a 0.6 I o.o 0.6 I -0.4 3.0 i 0.4 -1. 9 ' I 0.0 -1.4 I 0.2 -1. 7 0.5 -0.5 -0.5 0.5 O.OB -0.88 O.OB 0.88 O.OB -0.28 O.OB 0.28 A/ H-V-zz -0.4 4.2 0.4 -1.2 0.0 -0.8 0.2 -1.0 0.3 0.8 -0.3 1.6 DATE: TIME: [Values snown are resisting forces OF the Foundation] Note: React ions shown as 'B' are due to bracing and are NOT included 1n Frame Reactions by Load Combine per Code, as needed. rwiVP Buildings REACTIONS REPORT -i510 Air Mgmt) CA99028747-000) ) .==rm PJ n= FL2 [Pln=B] H, V =kips ~=in-kips Frame ID I Seg. No.--> Column Type---------> Grid 1 I Grid 2 -----> Base Plate (W x Ll --> A. Bolt Qty./ Diam.--> Colm Base Elevation--> Load T e Description Dead Weight Framing Col Lat Grav Framing Live Framing Wind Right Framing Wind 1 Left Framing Wind I I Ridge Framing Seismic Right Framing Seismic Left Framing W React 1 RightBracing W React 1 Left Bracing E React Right Bracing E React Left Bracing Grid 1 I Grid 2 -----> Ld Comb (Strs !ncrsl Frmg Cmb No. 1 (1. 00) Frmg Cmb No. 2 ( 1. 33) Frmg Cmb No. 3 (1. 33) Frmg Cmb No. 4 ( 1. 33) Frmg Cmb No. 5 (1.33) Frmg Cmb No. 6 ( 1. 33) Post Cmb No. 1 (1.33) Post Cmb No. 2 ( 1. 33) GRlJ 8/2 +~yy +~,f4 J( l+Vzz S1 I 2003 Ext.Calm A/ 2 8.0 X 8.0 ( 2)-0.750 100/0/0 H-xx H-V-zz 0.0 0.0 0.6 0.0 0.0 0.6 0.0 -0.4 3.0 0.0 0.4 -1.9 0.0 0.0 -1.4 0.0 0.2 -1.7 0.0 0.5 -0.5 0.0 -0.5 0.5 0.08 O.OB 0.88 1.68 O.OB -0.88 O.OB O.OB 0.28 0.58 O.OB -0.28 A/ 2 H-xx H-V-zz a.a -0.4 4.2 a.a 0.4 -1. 2 a.a 0.0 -0.8 a.a 0.2 -1.0 0.0 0.3 0.8 a.a -0.3 1. 6 S1 I 2004 Ext.Calm B/ 2 8.0 X 8.0 2) -0.750 100/0/0 H-xx I H-I V-zz a.a a.a o.6 a.a o.o o.6 0.0 0.4 3.0 0.0 -0.1 -1.6 0.0 -0.5 -2. 1 0.0 -0.3 -1.8 0.0 0.4 0.5 0.0 -0.4 -0.5 a.OB a.OB 0.88 1.58 0.08 -0.88 O.OB 0.08 0.28 0.48 O.OB -0.28 B/ 2 H-xx ! H-V-zz 0.0 0.4 4.2 a.a -0. 1 -1.0 0.0 -0.5 -1.4 .0.0 -0.3 -1. 2 0.0 0.3 1.6 0.0 -0.3 0.8 +Hyy GRID A/2 +~+ J( r-vzz 10/26/99 10:17 [Values shown are resisting forces OF the Foundation] Note Reactions shown as ·a· are due to bracing and are NOT included in Frame Reactions by Load Cornbinati Combine per Code. as needed COVERINGS and FASTENERS l~VP Buildings 4510 Air Mgmt) CA99028747-000) ) ****** PROJECT REFERENCE******* Project Name: 4510 Air Mgmt Customer Name: Air Management 97UBC -1997 Uniform Building Code Roof Live Load Reduced Live Load Ground Snow Load Roof Snow Load Wind Load Velocity Wind Load Pressure Wind. Exposure Category 12" TYP. 20.00 Psf Yes 0.00 Psf Seismic Zone 0.00 Psf Building Use Category 70.00 Mph Add'l Gravity Collateral 13.26 Psf Add'l Uplift Collateral C (User Imposed Loads) 36" COVERAGE 1" TYP.1. 1 ~ r~~~E~;~: I .:,URFAe,::. _J_ 2 3)62· TYP. __j TOP OF RIB IN COMPRESSION I-. ROOF PNL~ 1 BEARING cDGc lROOF PNLS ONLY) TOP OF clt8 IN TENSION NOMINAL BASE METAL DEFLEC. LOAD DEFLEC. ~DAD GAGE THICKNESS IX (IN.4) SX (IN.3) IX (IN.4) SX (IN.3) 26 0.0184 0.0332 0.0367 0.0368 0.0454 24 0.0220 0.0417 I 0.0475 0.0444 0.0555 22 0.0273 0.0547 0.0575 0.0559 0.0628 PANEL RIB ROOF & WALL PANELS (PR) = 4 = 4 3.00 0.00 Psf Psf DATE: TIME: Distance to Coast = 101 Miles Bldg Enclosure Category= Open Bldg Base Elevation = 0/0/0 Snow Exposure Category = 3 Thermal Category = 1 Snow Load% for Seismic= 0.0 Built-up Plate Spec. = 89AISC Cold-Form Gage Spec. = 89AISI ~VP Buildings COVERINGS and FASTENERS 4510 Air Mgmt} CA990287 47-000) } DATE: TJME: Roof and Wall Coverings for VP BUILDINGS are designed for environmental loads, such as Wind Loads, Live Loads, and Snow Loads, including Snow Drift loads due to Roof Height Changes . Sgmt Load Application Load Start Start End End Stress LD Comb. Factor Com nt w1 [k/ ft] dist[ftJ w2[k/ft] di st [ft] Factor 6[ ER] 1.00 D -0.0010 0/0/0 -0.0010 25/0/4 7.00 1.00 -0.0200 0/0/0 -0.0200 25/0/4 1. 00 2 1. 00 D -0.0010 0/0/0 -0.0010 25/0/4 1.33 1. 00 W1> 0.0172 22/6/4 0.0172 25/0/4 1.33 Wind Coef.= 1.30 0.0172 0/0/0 0.0172 2/6/0 1.33 Wind Coef.= 1. 30 0.0172 2/6/0 0.0172 22/6/4 1. 33 Wind Coef.= 1.30 3 1.00 D -0.0010 0/0/0 -0.0010 25/0/4 1. 33 1.00 <W2 0.0305 22/6/4 0.0305 25/0/4 1. 33 Wind Coef.= 2.30 0.0305 0/0/0 0.0305 2/6/0 1. 33 Wind Coef.= 2.30 0.0305 2/6/0 0.0305 22/6/4 1.33 Wind Coef.= 2.30 ROOF1 plane: -segment location => end1 [0/0/0, 0/0/0, 15/0/8] end2 [0/0/0, 25/0/0, 14/0/0] -segment type => ROOF EDGE This design applies also to the segments at the following locations -end1 [30/0/0, 25/0/0, 14/0/0] end2 [30/0/0, 0/0/0, 15/0/8] design spans 0/3/7 4/8/8 4/8/8 5/0/0 5/0/0 5/0/0 0/3/12 Panel Actual vs. Allowable Stresses Bending [k-in] Shear Web M-to M-btm [k] Crio l in [k] Actual 0.69 0.66 0.07 0. 12 Allow. 1. 10 1.36 0.72 0.30 Ratio 0.632 0.483 0.092 0.399 (based on (based on (based on (based on (based on (based on 1. 0' 1.0' 1.0' 1.0' 1. 0' 1. 0' NOTE Stress factors are applied to the actual loads, for load information and edge widths refer to loading report. trib. trib. trib. trib. trib. trib. 1~1VP Buildings DESCRIPTION: BRACING DESIGN DATA 4510 Air Mgmt) CA9902&747-000) ) DATE: 10/26/99 T™E: 10:17 PAGE: 13 of 23 3059&,l Le o Land Diagonal Roof Bracing is typically used by VP Buildings to resist lateral wind loads and seismic forces acting perpendicular to the rigid frames. This Diagonal "X"-Bracing transmits the applied loads throughout the roof planes, delivering them to vertical bracing systems, and eventually into the foundation. Vertical Bracing systems are typically diagonal "X"-Bracing similar to roof plane bracing, although may also utilize vertical diaphragms, moment-resisting frames, concentric braced frames utilizing tension/compression members or tension only members, or other types of bracing systems, as permitted by Specifications. ANALYSIS: VP Buildings Diagonal Bracing is analyzed by the Stiffness Method for the applied wind loads and seismic loads acting on the structure. All diagonal members are assumed to be considered to have pinned connections, while moment frames are typically assumed to be AISC Type 1 Construction (rigid frames)_ with pinned base connections. DESIGN: Diagonal Bracing is designed for axial forces, using the prevailing AISC Allowable forces acting on the Net Area of each member. Moment frames are also designed in accordance with AISC allowed working stresses. MATERIAL: Typical Rod Bracing used by VP Buildings is 65 ksi Structural Steel. Angle bracing is typically 50 ksi steel, tube bracing is 46 ksi, and moment frames are typically designed and constructed from 50 ksi steel. Live Load Ground Snow Frame Dead Load Wind Load 20.000 PSF .000 PSF 2.500 PSF 70.DO MPH( 13.258 Building Code :97UBC Exposure Factor :C Enclosure Factor:Open Load Stress Design Case Factor Case PSF) 1.33 y 1.00 Wind 1 Right 2 1. 33 y 1. 00 Wind 1 Left Add' l Dead(Gravity): Roof Snow Purl ins/Sheeting Add'l Dead(Upltl Bldg Use Category :4 Seismic Zone :4 Load Combinations 3 1. 33 y .71 Seismic Right 4 1. 33 y .71 Seismic Left notes 3.000 PSF Date:10-26-99 Time:10: 6 .000 PSF 2. 100 PSF .000 PSF I '1;71 VP Buildings BRACING DESIGN DATA (Project Name: (VP Quote No.: (VP Order No.: 4510 Air Mgmt) CA99028747-000) ) ••••RRAC:1NG••MEMBER0DESIG.NiSUMMi\R¥?i ?•·•··········, Max Max Brc1 Brez Plane Frame Lines Strut1 St1 Strutz St2 Brace No. No. Name From To No. Load No. Load Shaoe 6000 6003 ROOF1 FL 1 FL2 18001 1. 2 18010 1.0 R.375 6001 6002 ROOF1 FL1 FL2 18010 1.0 18016 1.3 R.375 6006 6007 \.IF FL2 FL 1 18016 1.3 base R.375 6004 6005 \.IB FL2 FL 1 base 18001 i.2 R.375 note= Rod1 and Rod2 are cross diagonals. Strut1 and Strutz are the struts at the end of cross diagonals. DATE: 10/26799 TThlE: 10:17 PAGE: 14 of 23 [30598 11 (Le!!o Land) Max Length Brace Stress Cntrlg ( ft. l Load Ratio Ld Comb 31.63 29.84 31. 78 31.30 -0.78 0.20 -0.91 0.23 -1.73 0.45 -1.79 0.46 2 2 1 2 lv.:1VP Buildings SECONDARY STRUCTURAL DESIGN DATA (Project Name: 4510 Air Mgmt) (VP Quote No.: CA9902&747-000) DATE: 10/26799 TIME: 10:17 PAGE: 15 of23 (VP Order No.: ) 3059& 1 Le o Land DESCRIPTION: VP Buildings Purl ins, Girts, Eave Purl ins, and Miscellaneous Secondary Framing Members are typically cold-formed, Z-shaped or C-shaped members, either 6 1/2", 8 1/2", or 11 1/2" in depth. ANALYSIS: Simple Purl ins and Girts-analyzed as simple beams, supported at each end by the Primary Frames. The boundary conditions used assume pinned connections at each frame support and span lengths equal to the distance between the frame centerlines. Continuous Purl ins and Girts-analyzed as continuous beams, utilizing the Stiffness Method of indeterminant analysis. Purl in or Girt continuity over frame supports is developed by extending them into adjacent bays and lapping to each other to provide a double section in the region of highest moment. Pinned-connections occur at purl in or girt ends. DESIGN: Purl ins, Girts and other cold-formed secondary structural members are designed in accordance with the American Iron and Steel Institute (AISI), typically using steel based upon ASTM A570 or A607, Grade 55. Live Load : 20.00 PSF Add'l Dead(Gravity): 3.00 PSF Wind Load : 70.00 MPH Bldg Wind Pressure: 13.26 PSF Panel Dead Load .95 PSF Secondary Wind Pressure: 13.26 PSF Add'l Oead(Upltl: .00 PSF Total Dead Load 3.95 PSF Building Code : 97UBC Building Exposure Factor C Secondary Exposure Factor: C Bldg Use Category : 4 Seismic Zone : 4 Enclosure Factor: Open Load Combinations for Girt Design Load Stress Case Factor Load Combinations 1 1.33 1.00 Wind Right 2 1.33 1.00 Wind 2 Left 3 1.33 1.00 Wind 3 Right 4 1.33 1.00 Wind 4 Left Load Combinations for Purl in Design Load Stress Case Factor Load Combinations 1 1. OD 1. DO Dead Weight + 1.00 Col lat Grav 2 1. 33 1. DO Dead Weight + 1.00 Wind 1 Right 3 1. 33 1. 00 Dead Weight + 1.00 Wind 1 Right 4 1. 33 1. 00 Dead Weight + 1.00 Wind 2 Left 5 1. 33 1.00 Dead Weight + 1.00 Wind 2 Left 6 1. 70 1. 20 Dead Weight + 1.20 Col lat Grav + 1.00 E React Right 7 1. 70 1. 20 Dead Weight +1.20Collat Grav + 1.00 E React Left Load Cambi nat i ans for Girt Deflect ion Load Stress Case Factor Load Combinations 1. 00 .75 Wind 1 Right 2 1. 00 .75 Wind 2 Left 3 1. 00 . 75 Wind 3 Right + 1.00 Live + 1.00 W React + 1.00 W React + 1.00 W React + 1.00 W React + .50 Live + .50 Live Righ Left Righ Left Date:10-26-99 Time:10: 7 1""1VP Buildings SECONDARY STRUCTURAL DESIGN DATA (Project Name: 4510 Air Mgmt) {VP Quote No.: CA99028747-000) DATE: 10/26/99 TIME: 10:17 PAGE: 16of23 {VP Order No.: ) [30598 11 (Lego Land) 4 1 .00 .75 Wind 4 Left Load Combinations for Purl in Deflection Load Stress Case Factor Load Combinations I l l~VP Buildings DESIGN THICKNESS . 059 .065 .073 .082 .092 .105 .120 6 !,f' ZEE 5 V2" CEE IX SX IX SX IN4 IN3 IN4 IN.3 4.36 I 1.225 I 4.71 1.297 4.86 1 1.470 I o.22 1.514 5.56 I :.709 • J.93 ' 1.791 6.23 I 1.916 I 6.64 2.042 6.96 i 2,14? I ].4.1 2.280 7.91 I 2.433 i 3.40 ?.585 S.99 I 2.766 1 3.53 2.932 6 W' GIRTS / Pl..1RUNS Seg Seg No. Len th 18001 28.0 Desi n No. Seg Seg No. Len th 18013 28.0 Desi n No. Seg Seg No. Len th 18016 28.0 Segment Descriotion 8.S"x.082" EZ S-StPur 2 Plane= ROOF1 (Roof) Segment Descri tion 8.5"x. 120" Z S-StPur 3 Plane = ROOF1 (Roof) I Segment I Descri tion 8.S"x.082" EZ S-StPur SECONDARY STRUCTURAL DESIGN DATA (Project Name: 4510 Air Mgmt) (VP Quote No.: CA99028747-000) (VP Order No.: ) 2 V!" r-i I I w 2 V," 2 v," 8 Ve" ZEE 8 Yz" CEE DESIGN IX SX IX SX THICKNESS !N4 IN3 IN4 IN3 .059 I 9.04 1 1.778 8.89 1.860 .065 I 10.05 I 2.088 9.87 2.197 .073 I 11.~0 I 2.561 11.24 2.601 .082 I 12.90 I 3.027 12.59 2.963 .092 I 14.43 1 3.396 14.08 3.313 , .105 ' 16.42 i 3.864 16.00 3.765 i .120 i 18.70 ! 4.400 18.19 4.280 8 W' GIRTS / PURLINS --------End 1 Span ----------Interior Span -Actual Stress--Ld Lap -Actual Stress-Ld Bend Shr Comb We Case L th Bend Shr Comb We Case .00 .16 .83 .83 Secondar Desi n Successfull Com leted [Start X =30'-0" Y =20'-0 1/8" Z =14'-2 1/2"] Qt : --------End 1 Span--------I --Interior Span -Actual Stress--Ld Lap I -Actual Stress-Ld Bend Shr Comb We Case L th Bend Shr Comb We Case 11.02 .OD 1.02 .00 Secondar Desi n Successfull Com leted [Start X =30'-0" Y =3 3/4" Z =15'-0 5/16"] Qt --------End 1 Span ----------Interior Span -Actual Stress-- Bend Shr Comb We Ld Lap Case L th -Actual Stress- Bend Shr Comb We Ld Case .00 .17 .89 .89 Secondary Design Successfully Completed Purl in Anchorage Calculations for Plane ROOF1 No. Purl ins 6 Roof Pitch = .042 Purl in Anchorage Force . 87 Kips Purl in Anchorage Resistance= 3.68 Kips 4 I I 10/26/99 10:17 3 Y2" 11 Yi" ZEE DESIGN IX SX THICKNESS IN4 IN3 I .Oo9 N.A. ~.A . I .065 24.97 ' 2.959 I .07J 28.4,3 : 3. 728 I .082 31.94 · 4.499 I .092 35.79 5.350 I .105 4Q.76 , 5.176 I .120 46.48 ' 7.479 11 Vi" PURLINS --------End 2 Span ---Actual Stress--- Bend Shr Comb We --------End 2 Span ---Actual Stress--- Bend Shr Comb We -------- Ld Lap Case L th -------- Ld Lap Case L th --------End 2 Span--------1 ---Actual Stress---Ld Lap Bend Shr Comb We Case L th l~VP Buildings ----Design 1 = 8.5 Simple ----Design 2 = 8.5 Simple ----Design 3 = 8.5 Simple SECONDARY STRUCTURAL DESIGN DATA DATE: 10/26/99 TIME: 10:17 PAGE: 18 of 23 (Project Name: 4510 Air Mgmt) (VP Quote No.: CA99028747-000) (VP Order No.: ) [30598,l] (Lego Land) EZ----ROOF1 Roof -18000-18001-18002 Version3.6 z----2 ROOF1 Roof -18003-18004-18005 3 ROOF1 Roof -18006-18007-18008 4 ROOF1 Roof -18009-18010-18011 5 ROOF1 Roof -18012-18013-18014 HZ----6 ROOF1 Roof -18015-18016-18017 l~VP Buildings PRIMARY FRAME Frame Type: Rigid Frame Frame Back Front Frame Plane Grid Grid Plane 7-FL 1 A B 8-FL2 Frame Width 23'-7 Back Girt Proj 0'-8 1/2 Front Girt Proj 0'-8 1/2 Total Bldg Width: 25'-0 Back Roof Pitch: • 50/12 Back SW Col: Tapered(Out Flg Vertical) Front SW Col: Tapered{Out Flg Vertical) Ct) I r J <f 1 1 - I ~ DESIGN DATA ,: Back Grid A Front Grid B 4510 Air Mgmt} CA99028747-000) ) Back Sidewall Ht: 14'-0 Front Sidewall Ht: 15'-0 1/2 Average Bay Space= 15'-0 Beam Bolts to Back Col Face Beam Bolts to Front Col Face \ I I DATE: TIME: Machine: u071 Back Sw Col Base Elev: 0'-0 Front Sw Col Base Elev: 0'-0 :;j \ .Ji I I I I I I i I ~ t,· a 4.. j.... ~ I ~ ~ Frame Cross Section for Plane FL1 ( 7) PROJECT: 4510 Air Mgmt BUILDING: Lego Land l~VP Buildings DESCRIPTION: PRIMARY FRAME DESIGN DATA 4510 Air Mgmt) CA990287 47-000) ) 10/26/99 10:17 VP Buildings RIGID FRAMES (Type "RF") are solid-web framing systems consisting of tapered or uniform rafters rigidly connected to tapered or uniform depth columns. The frame provides a clear span (no interior columns) and is designed to support the applied loads as specified. (AJSC Type 1 Construction) ANALYSIS: The boundary conditions established for RIGID FRAMES assume the rafter beam is a fully continuous member, spanning from bui Lding eave to building eave, with exterior columns rigidly attached (moment-resisting connection). The Exterior Columns are typically pinned connected (free to rotate) at their base connection to the foundation. DESIGN: RIGID FRAMES are designed in accordance with the AISC "Specification for Structural Steel Buildings", 9th Edition. MATERIAL: StJ:.uctural steel plate, bar, and/or sheet intended for use in RIGID FRAME bolted and/or welded constructions typically wi LL be of material based on the requirements of ASTM A529, A572, A570, or A607, Grade 50. Back Sidewall Girt Spacings (Base to Eave): 1 at 14'-0 Front Sidewall Girt Spacings (Base to Eave): 1 at 15'-0 1/2 Rafter Purl in Spacings (Front Eave to Back Eave): 1 at 0'-3 3/4 3 at 5'-0 2 at 4'-8 1/2 1 at 0'-3 3/8 Live Load 20.00 PSF Col lateral (Gravity): 3.00 PSF Total Dead Load 6.41 PSF Purl ins/Sheeting 2.20 PSF Wind Load 70.00 MPH ( 13. 26 PSF) Frame Dead Load 1.21 PSF Collateral(Upltl: .DO PSF Total Dead Load 6.41 PSF Building Code 97UBC Bldg Use Category 4 Exposure Factor C Seismic Zone 4 Enclosure Factor: Open Load Stress Design Case Factor Case Load Combinat i ens 1 1. 00 y 1.00 Dead Weight + 1.00 Col lat Grav + 1.00 Live 2 1. 33 y 1. 00 Dead Weight + 1.00 '.;ind 1 Right 3 1. 33 y 1. 00 Dead \;eight + 1.00 '.;ind 1 Left 4 1. 33 N 1.00 Dead \;eight + 1.00 '.;ind \ \ Ridge 5 1. 33 y 1.00 Dead Weight + 1.00 Col lat Grav + .71 Seismic 6 1. 33 y 1.00 Dead Weight + 1.00 Collat Grav + .71 Seismic Right Left User Defined Point Loads ( +Vert = U +Horz Riaht +Moment= Counterclockwise) Frm Segmt Load VertLd HorzLd Momnt Load Pr j ctn Load Load Distnc-Ft Suppt Load ID No. Cate or (ki sl (ki sl ( In-Kl Reference Code Dist Vert Herz Code T e S1 2002 Horz PtLd .DO .40 0. out Flang V .08 .00 .08 No '.;ind S1 2002 Herz PtLd .00 -.40 0. Out Flang V .08 .00 .08 No '.;ind 1 Loading Combinations Right 2 Left 3 1~1VP Buildings PRIMARY FRAME DESIGN DATA (Project Name: (VP Quote No.: (VP Order No.: 4510 Air Mgmt) CA99028747-000) ) DA TE: 10/26/99 TIME: 10:17 PAGE: 21 of 23 [30598,1] (Lego Land) MEM 1 2 3 4 -Mbr No. 1 4 Segment No. 2002 Segment Length-Ft. 25.02 Segment Type RafterBm FLANGE \./EB DEPTHS LENGTH \./IDTH THK THK End1 End2 (FT) 5.00 . 1345 • 1345 7.00 9.00 13.321 5.00 • 1345 .1345 12.00 12.00 11.802 5.00 . 1345 . 1345 12.00 12.00 11.802 5.00 .1345 .1345 7.00 9.00 14.303 Jt X-Suppt Y-Suppt Momnt X-Disp No. (O=Pin 1=Fix) (in. l 1 1 0 .0000 0 .0000 Horizontal Clearance S\,/ Columns 22'-1 Vertical Clearance at Back Haunch 12'-4 3/16 Vertical Clearance at Front Haunch 13'-3 1/4 Start X/Y End X/Y Version3.6 Coord-Ft. Coord-Ft. .00 14.00 25.00 15.04 \./EIGHT FLANGE \./EB SPLICE CODES THICKNESS (LBS) F f Jt1 Jt2 REF. 107.91 50.0 50.0 Base Plt Knee 0 0 114.89 50.0 50.0 Knee Shop Spl 0 0 114. 24 50.0 50.0 Shop Spl Knee 0 0 115. 99 50.0 50.0 Base Plt Knee 0 0 Y-Disp Rotatn (in.) (rad.l .0000 .0000 .0000 .0000 (Clear Distance between S\./ Columns at Knee) Vertical and horizontal clearances are based on geometry only and do not consider frame deflections. If frame deflection is critical to a clearance, consult VP Buildings for a specific recommendation. LO CASE LOAD COMBINATION HORIZONTAL VERTICAL MOMENT LOCATION (ki s) (kiosl ( in-ki sl EXT COL D +Cg +L .60 4.20 .00 AT .00 FT FROM BACK EXT COL D +Cg +L -.60 4.21 .00 AT 23.00 FT FROM BACK EXT COL 2 D +\./1> -.31 -1.25 .00 AT .00 FT FROM BACK EXT COL 2 D +W1> .05 -.96 .00 AT 23.00 FT FROM BACK EXT COL 3 D +<\./1 .11 -.78 .00 AT .00 FT FROM BACK EXT COL 3 D +<\./1 .43 -1.42 .00 AT 23.00 FT FROM BACK EXT COL 4 D +WP -. 10 -1.02 .00 AT .00 FT FROM BACK EXT COL 4 D +WP .24 -1. 19 .OD AT 23.00 FT FROM BACK EXT COL 5 D +Cg +E> -.18 .81 .00 AT .00 FT FROM BACK EXT COL 5 D +Cg +E> -.46 1.56 .DO AT 23.00 FT FROM BACK EXT COL 6 D +Cg +<E . 51 1.58 .DO AT .DO FT FROM BACK EXT COL 6 D +Cg +<E .14 .85 .00 AT 23.00 FT FROM BACK SIDE -----BASE PLATE DATA-------ANCHOR BOLT DATA----\./ELD ING WIDTH x THK X LENGTH QTY SIZE PATTERN EXT COL 8.00 X • 3750 X 8.00 (2) 3/4 DIA. A36 OS-3 EXT COL 8.00 X .3750 X 8.00 (2) 3/4 DIA. A36 OS-3 SHAPE 3-Plate 3-Plate 3-Plate 3-Plate MEMBER ST! FFENER DESCRIPTION LOCATION \./EB DEPTH H/T A/H A ST! FFENER SIZE SIDES WELDING NUMBER (FT.) CIN.) RATIO RATIO (IN.) THKNS x WIDTH L -s 1 COL./HAUNCH FLG EX 12.35 8.731 .1875 X 2.0000 BOTH STD. CK-OK 4 COL./HAUNCH FLG EX 13.27 8.731 .1875 X 2.0000 BOTH STD. CK-OK 1¥.71 VP Buildings PRIMARY FRAME DESIGN DATA 4510 Air Mgmt) CA99028747-000) ) 10/26/99 10:17 =======""' MBR JT -------PLATE DATA --------------------BOLT DATA------------- NO. NO. THK X \./IDTH x LENGTH BOLT OUTSIDE INSIDE -----CONNECTION CAPACITY------ SIZE Rows 4-Bol t Rows 4-Bolt TYPE OUTSIDE INSIDE 1 2 .3750 X 6.0 X 1 '-0 1/ 2 3/4" DIA A325 2 NO NO EXT 210.3 "K 155. 1 "K 2 .3750 X 6.0 X 1 ' - 1 0/16 3/4 "DIA A325 2 NO NO EXT 210.3 "K 155.1 "K 3 2 .3750 X 6.0 X 1 ' - 1 0/16 3/4 " DIA A325 2 NO NO EXT 210.6 "K 155.2 "K 4 2 .3750 X 6.0 X 1 ' - 0 1/ 2 3/4" DIA A325 2 NO NO EXT 210.6 "K 155.2 "K MBR Location 4'-3 7/8 9'-0 3/8 2 Flg Brc?-> FB REQD(1) not reqd MBR Location 2'-2 3/4 7'-2 3/4 -3 Flg Brc?-> not reqd FB REQ0(1) ---ACTUAL FORCES----!--ACTUAL STRESSES ---J---AL LO \.I AB L E----!STRESS CONDITIONS LOCATION Mbr Ld Axial Shear Mmt-X Mmt-Y !Axial Shear Bnd-x Bnd-yJ----STRESS or LOAD-----! Sum% I % No.Case Oeoth (ki s) -in)' (ksi) (ksi) (ksil (ksil !Axial Shear Bnd-x Bnd-Axl+bnd Shear AT 12.35 FT AT 11.44. FT AT .DO FT 2 3 AT 13.27 FT 4 Location Depth Mn Di st ( In) 1 12.35 9.00 2 11.44 12.00 3 .OD 12.00 4 13. 27 9.00 Descri tion Back Sidewall Front Sidewall 9.0 -4.2 -.6 -84.5 .0 1.67 .47 11.23 .DO 7.57 16.55 22.31 26.61 .667 .028 12.0 -.6 .0 163.1 .0 .20 .02 14.96 .DO 17.49 10.93 21.87 21.87 .693 .002 12.0 -.6 .0 163.1 .0 .20 .02 14.96 .DO 17.49 10.93 21.87 21.87 .693 .002 Area {In2) 2.52 2.92 2.92 2.52 Col. Col. 9.0 -4.2 .6 -91. 2 In Rx Ry LX Ly-1 (In) (In) {In) (In) 3.67 1.05 148.2 148.2 4.73 .98 265.2 60.0 4.73 .98 265.2 60.0 3.67 1.05 159.3 159.3 Out Down .3* .6 4.2 .4* .6 4.2 .0 1.67 .47 12. 10 .OD 6.55 16.55 20.78 26.61 .775 .029 Ly-2 KLx (Inl /Rx 10.0 60.6 56.1 56. 1 10.9 65. 1 1. 2* 1.4* KLy1 /R 140.5 61.3 61.3 151.0 KLy2 /R 9.5 10.3 (+ Ctr-Clk) .0 .0 Sx {In3) 7.53 10. 91 10. 91 7.53 Lb-1 Rt-1 (In) ( In) 148.2 1.36 60. 0 1. 25 60.0 1.25 159. 3 1.37 Lb-2 Rt-2 Os Qa Cb1 Cb2 (In) (In) 10.0 1.29 .89 1.00 1.75 1.06 .73 1. 00 1. 00 .73 1. 00 1. 00 10.9 1.29 .89 1.00 1.75 1.06 (* Load Case indicates Stress Increase= 1.33) Column <---Base Plate Data---> <---Anchor Bott Data---> Descri tion \.lid th Len th Numb. Dia. T e Back Sidewall Col. 8" X 8" (2) 3/4 A36 Front Sidewall Col. 8" X 8" (2) 3/4 A36 ~VP Buildings PRIMARY FRAME DESIGN DATA Frame ID : S1 ( Auto Design Strength Frame Type: Rigid Frame (Project Name: (VP Quote No.: (VP Order No.: Version 3.6 ) 4510 Air Mgmt) CA99028747-000} ) ... :::·: .. -.:_::::· rirr .. ::-;.:-:-·-·.·.·· tttt--·· Load Stress Design Case Factor Case 1.00 N 2 1.00 N 3 1.00 N 4 1. 00 N 5 1.00 N .75 Wind 1 Right .75 Wind 1 Left .75 Wind I I Ridge .60 Seismic Right .60 Seismic Left Max Hor Defl = .57" ( H/268) Max Vert Defl = .20" ( L/1360) Load Combinations load Member Joint Case 2 2 2 4 2 * Negative Hor Deft is left * Negative Vert Defl is down 10/26/99 10:17 Date:10-26-99 Time:10:14 Machine: u071 Lateral deflections of primary frames are calculated on a bare frame basis and do not include the resistance from s stems such as roof and endwall dia hra ms. Therefore these deflections ma be considerabl overstated.