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1 LEGOLAND DR; ; CB160416; Permit
City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-16-2016 Commercial/Industrial Permit Permit No: CB160416 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: 1 LEGOLAND DR CBAD Tl Sub Type: COMM 2111000900 L~~ 0 $70,000.00 Construction Type: 58 Reference# LEGOLAND:STRUCTURAL TRUSS Status: ISSUED Applied: 02/03/2016 Entered By: JMA Plan Approved: 02/16/2016 Issued: 02/16/2016 Inspect Area Plan Check #: SYSTEM FOR THEATER SCREEN IN EXIST. THEATER AREA Owner: PACIFIC BUILDING GROUP/TYLER MITCHELL STE 150 LEGOLAND CALIFORNIA L L C <LF> PLAY US ACQUISI C/0 PROPERTY TAX SERVICE CO 9752 ASPEN CREEK CT SAN DIEGO, CA 92126 858-552-0600 Building Permit Add'l Building Permit Fee Plan Check Add'l Building Permit Fee Plan Check Discount Strong Motion Fee Park Fee LFM Fee Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Reel. Water Con. Fee Green Bldg Stands (SB1473) Fee Fire Expedidted Plan Review $494.16 $0.00 $345.91 $0.00 $0.00 $19.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $3.00 $0.00 P 0 BOX 543185 DALLAS TX 75354 Meter Size Add'l Reel. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF (3105540) PFF (4305540) License Tax (31 04193) License Tax (4304193) Traffic Impact Fee (31 05541) Traffic Impact Fee (4305541) PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Master Drainage Fee Sewer Fee Redev Parking Fee Additional Fees HMP Fee Green Bldg Standards Plan Chk TOTAL PERMIT FEES Total Fees: $862.67 Total Payments To Date: $862.67 Balance Due: Inspector: FINAL APPROVAL Date: lf',_tt{-1 ~ Clearance: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 ?? ?? $862.67 $0.00 NOTICE: Please take f\JOTlCE that approval r:i ywr pqect irdudes tre "lrrp:lSition" r:i fees, dedications, reservations, or ctrer exroions hereafter oclledively refellOO to as "fees' exactions." You have 00 days from the date this pemit \M3S issued to protest irrp:lSition r:i these fees' exactions. If yw potest ttan, yw m.JSt fdlowtre protest pro:a:lures set forth in GNemrrent Cale Section 60020(a), and file the potest and ar~y ctrer ~red infooration wth the Oty M:rager for p-ocessing in ao::m:fance wth Caisboci MJnidpal O:xJe Section 3.32.030. Failure to tirre!yfdlowthat prcx;edure wll bar any su~uent legal action to attack, review, set aside, vdd, or ar~nul their irrp:lSition. You are hereby R.Rll-ffif\JOTlREDthat ywr rigrt to protest the sp::cified fee.s'exactions EXES NOT .APFLYtowater and SfJ.I"«)r oonnectionfeesand a!padty dlarlges, nor plarlning, zcring, g-ading or ctrer sirrilar app/icatioo ptXeSSing or servioo fees in oonnectioo wth this pqect. N:R I:JCESIT .APR... Y to any fee.s'exactions r:f\l\llich have viousl boon ·vena NCJTlCE sirrilar to this or as to Wlich the statute r:f lirritatioos has "CIJS/ ctrerWse "red. __ 1111 JILl II City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-16-2016 Storm Water Pollution Prevention Plan (SWPPP) Permit Permit No:SW160042 Job Address: Permit Type: 1 LEGOLAND DR CBAD SWPPP Status: Parcel No: 2111000900 Lot#: 0 Applied: ISSUED 02/03/2016 JMA 02/16/2016 Reference #: CB#: Project Title: Applicant: CB160416 LEGOLAND: TRUSS SYSTEM FOR THEARTER SCREEN PACIFIC BUILDING GROUP STE 150 9752 ASPEN CREEK CT SAN DIEGO, CA 92126 858-552-0600 Emergency Contact: TOM COLLINS 858-967-0906 SWPPP Plan Check SWPPP Inspections Additional Fees TOTAL PERMIT FEES Entered By: Issued: Inspect Area: Tier: Priority: Owner: LEGOLAND CALIFORNIA L L C <LF> PLAY US ACQUISI C/0 PROPERTY TAX SERVICE CO P 0 BOX 543185 DALLAS TX 75354 $54.00 $228.00 $0.00 $282.00 M Total Fees: $282.00 Total Payments To Date: $282.00 Balance Due: $0.00 fiN A.PP \IAL S\GNl\TUR. City of Carlsbad E1PLANNING IZ!ENGINEERING Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov SUITE#/SPACE#/UNIT# #BEDROOMS #BATHROOMS DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) +!-~DC:) ~-~~\\ i \ .. \. +'t.e.A-./-ef'·· 5cr~t. ; ....... ~. EXISTING USE APPLICANT NAME EMAIL L .. ~~ 'E::;( 1'1~~-LU');_.JI.J ~,::::.·f-1'~ ...,, GARAGE (SF) PATIOS (SF) .UA ..uA FIREPLACE YEsO IRE 0HEALTH AIR CONDITIONING NO~ YES 0No_gj ZIP qz.oo<6 (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 ($500)). Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: ~bJ I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ~ I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation i~surancf carrier and policy ··numberare:lnsuranceCo. Olell~p(A{,/,-c C:::ev'-eft_;.,\~ PolicyNo. A) CL:;:~'!S.{ .. <;{.Z.41$i:>"i, ExpirationDate 3:./ •l f !(!, This section need not be completed if the permit is for one hundred dollars ($1 00) or less. • 0 Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as provided for in Section3706 of the Labor code, interest and attorney's fees. _a5 CONTRACTOR SIGNATURE ~- I hereby affirm that I am exempt from Contractor's License Law for the following reason: D D D 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). 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). 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 DYes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I phone 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 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 I type of work): _a5 PROPERTY OWNER SIGNATURE 0AGENT DATE I certify that I have read the application and state that the above infonnation is correct and that the infonnation on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Cartsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CI1Y OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CI1Y IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA penn it is required for excavations over 5'0' deep and demolition or oonstruction of structures over 3 stories in height. EXPIRATION: Every pennitissued by the Building Official under the provisions of this Code shall expire by limitation and beoome null and void if the building or work authorized by such pennit is not oommenced 'hithin 180 days from the date of such penn it or if the building or work authorized by such pennit is suspended or al:landoned at any time after the work is oommenced for a period of 180 days (Section 106.4.4 Uniform Building Code). ~APPLICANT'S SIGNATURE --=======----~=~ DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email building@carlsbadca.gov or Mail the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, California 92008 . EMAIL DELIVERY OPTIONS PICK UP: CONTACT (Listed above) CONTRACTOR (On Pg. 1) MAIL TO: CONTACT (Listed above) CONTRACTOR (On Pg. 1) OCCUPANT (Listed above) OCCUPANT (Listed above) MAIL/ FAX TO OTHER:----------------- A5 APPLICANT'S SIGNATURE • (Office Use Only) CA No. ASSOCIATED CB#------------ NO CHANGE IN USE/ NO CONSTRUCTION CHANGE OF USE/ NO CONSTRUCTION DATE I pecti n ist Permit#: CB160416 Type: Tl Date __ ln~_p~cti~!('!m ________ -~ 04/14/2016 19 Final Structural 04/14/2016 19 Final Structural 04/04/2016 12 Steel/Bond Beam 12/03/2015 12 Steel/Bond Beam Thursday, April14, 2016 COMM Inspector Act Rl PB AP Rl PB AP LEGOLAND:STRUCTURALTRUSS SYSTEM FOR THEATER SCREEN IN EXIS Comments NRR FUN TOWN THEATRE Page 1 of 1 DATE: February 10, 2016 JURISDICTION: Carlsbad PLAN CHECK NO.: 16-0416 EsGil Corporation In CJ!artnersliip witli government for (]Jui{tfing Safety SET: I PROJECT ADDRESS: 1 Legoland Dr. PROJECT NAME: Theater Screen Truss Support Cl APPLICANT trJURIS. Cl PLAN REVIEWER Cl FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. 0 The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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. 0 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: !Z] EsGil Corporation staff did not advise the applicant that the plan check has been completed. 0 EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: -· Telephone#: Date contacted: (by:~ Email: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver EsGil Corporation 0 GA 0 EJ 0 MB 0 PC 2/4/16 Enclosures: 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Legoland Dr. BUILDING OCCUPANCY: BUILDING AREA Valuation PORTION ( Sq. Ft.) Multiplier Theater Screen Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb By Ordinance Bldg. Permit Fee by Ordinance .... j Plan Check Fee by Ordinance • "!',.I Type of Review: 0 Complete Review 0 Repetitive Fee ~7 Repeats ___ j Comments: 0 Other 0 Hourly EsGil Fee PLAN CHECK NO.: 16-0416 DATE: February 10, 2016 Reg. VALUE ($) Mod. 70,000 70,000 $489.701 $318.311 0 Structural Only 1-------~IH'. @ • $274.231 Sheet 1 of 1 macvalue.doc + B PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 02/11/2016lROJECT NAME: LEGOLAND FUNTOWN TRUSS PROJECTID:CB160416 PLAN CHECK NO: 1 VALUATION: SET#:1 ADDRESS: 1 LEGOLAND DR APPLICANT CONTACT:TYLER.M@PBGINC.BIZ APN: Tlis plan check review transmittal is to notify you of clearance by: LAND DEVELOPMENT ENGINEERING DIVISION Final ln<;pe c tion by the Construction & Inspection Division is required: Yes ~ For status from a division not marked below, please cal176o-6o2-2719 No X' D This plan check review is NCI'COMPLBTE Items missing or incorrect are listed on the attached checklist. Please resubmit arne nded plans as required. 760-602-2773 linda.Ontiveros@carls badca.gov VALRA Y MARSHALL 760-602-27 41 VAL RAY .MARSHALL@CARLSBADCA.GOV Remarks: L.DE IS NOT AFFECTED. NO IMPACT FEE'S NO GRADING PERMIT REQUIRED. W CiTY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying to the City of Carlsbad for the following type(s) of construction permit: ?J-Building Permit D Right-of-Way Permit 0 My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge 0 My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 -Low Threat Assessment Criteria ,, My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list above) and the project meets one or more of the following criteria: • Results in some soil disturbance; and/or • Includes outdoor construction activities (such as saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 -Moderate Threat Assessment Criteria 0 My project does not meet any of the Significant Threat assessment Criteria described below and meets one or more of the following criteria: • Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, • Project will result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: • Located within 200 feet of an environmentally sensitive area or the Pacific Ocean, and/or • Disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical, and/or • Disturbed area is located along or within 30 feet of a storm drain inlet. an open drainage channel or watercourse, and/or • Construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). Tier 3 -Significant Threat Assessment Criteria D My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or 0 My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, 0 My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards. 'The City Engineer may authorize minor variances from the Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. Project Address: Owner/Owner's Aut~ized Agent Name: ~-;·--1-er M ,·\..e...L..CL\\ Owner/Owner's Autllorized Ag~ignature: c .. /~ City Concurrence: By: Date: )(yEs IJ NO 0d· \\ ·\le.. Assessor Parcel No. Title: iFil( B-24 Page 1 of 1 Rev.03/09 W CITY OF CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov RLSBA Construction Perceived SWPPP Tier Construction Threat Assessment Criteria* 7 Threat to Storm Water Level Quality Tier 3-High Construction Threat Assessment Criteria 0 Project site is 50 acres or more and grading will occur during the rainy se son 0 Project site is 1 acre or more in size and is located within the Buena Vi a or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally ensitive area (ESA) or discharges directly to an ESA High 0 Soil at site is moderately to highly erosive (defined as having a redominance of soils with Tier 3 0 USDA-NRCS Erosion factors kr greater than or equal to 0.4) Site slope is 5 to 1 or steeper 0 Construction is initiated during the rainy season or will exte d into the rainy season (Oct. 1 0 through April 30). Owner/contractor received a Storm Water Notice of Viol 1on within past two years Tier 3 -Medium Construction Threat Assessment Criter~ 0 All projects not meeting Tier 3 High Construction Th[ at Assessment Criteria Medium Tier 2 Hiah Construction Threat Assessment Criteria/ 0 Project is located within the Buena Vista or :A.gua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensif e area (ESA) or discharges directly to an ESA 0 Soil at site is moderately to highly erosiv. (defined as having a predominance of soils with USDA-NRCS Erosion factors kr greater an or equal to 0.4) High 0 Site slope is 5 to 1 or steeper Tier 2 0 Construction is initiated during the iny season or will extend into the rainy season (Oct. 1 through April 30). 0 Owner/contractor received a S rm Water Notice of Violation within past two years 0 Site results in one half acre o more of soil disturbance Tier 2-Medium Construction Tbfeat Assessment Criteria Medium 0 All projects not meetingjf'ier 2 High Construction Threat Assessment Criteria Tier 1 -Medium lnsoectim/rhreat Assessment Criteria 0 Project is locate ithin the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjace o an environmentally sensitive area (ESA) or discharges directly to an ESA e 0 Soil at site i oderately to highly erosive (defined as having a predominance of soils with USDA-NR Erosion factors kr greater than or equal to 0.4) 0 Site slo is 5 to 1 or steeper Tier 1 ~ Canst ction is initiated during the rainy season or will extend into the rainy season (Oct. 1 thro gh April 30). 0 ~ner/Mntractor received a Storm Water Notice of Violation within past two years 0 Site results in one half acre or more of soil disturbance Tier 1 -Low lnsQection Threat Assessment Criteria Low 0 All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria Exempt -Not Applicable -Exempt *The c1ty eng1neer may authonze m1nor vanances from the construction threat assessment cntena 1n spec1al circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the City requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. Initially this questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'Standard Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the City. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please start by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. To determine if your project is a priority development project, please answer the following questions: 1. Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets uidance? 2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? YES If you answered "yes" to one or more of the above questions, then your project is NOT a priority devel'opment project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant information. u answered "no" to both uestions then 2. E-34 Page 1 of 3 Effective 6/27113 W CITY OF RLSBA STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov determine if your project is a priority development project, please answer the following questions: 1. Is your project a new development that creates 10,000 square feet or more of impervious surfaces collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, and public de on land. 2. Is your project creating or replacing 5,000 square feet or more of impervious surface collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surface? This includes commercial, ~d 00 ~~ 3. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the of motor vehicles used for business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of ""'"v'·""'" and other vehicles. 7. Is your project a new or redevelopment project that creates or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the to the ESA not with flows from a * 8. Is your project a new development that supports an automotive repair shop? An automotive repair shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 501 5541 7532-or 7536-7539. 9. Is your project a new development that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles 1 O.ls your project a new or redevelopment project that results in the disturbance of one or more acres of land and are expected to generate pollutants post construction? creates 2,500 square feet or more of im i us im nmnorht more than 10%? you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to plementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this •<>c::ltinrmaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for lde'lfelcmment projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to end of this questionnaire, check the "my project does not meet PDP requirements" box and complete appl E-34 Page 2 of 3 Effective 6/27113 Does the redevelopment proj 50% of the surface area of STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the on or replacement of impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check the meets PDP irements" box and lete cant information. My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification) requirements may apply to my project. Refer to SUSMP for details. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box Accessor's Parcel Number(s): Applicant Name.; --! !....F \ . \ -r:::; !~ J ~,.,·~) Applicant SigiJ.a,Wr~ ~--------=~- This Box for City Use Only City Concurrence: NO By: Project ID: * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of 3 Effective 6/27/13 ~··CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE ./ My project is not in a category of permit types exempt from the Construction SWPPP requirements ./ My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge( s ). ./ My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) ./ My project will not result in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct 1 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. OWNER(S)/OWNER'S AGENT NAME (PRINT) OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) DATE E-29 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of 3 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address:------------ Assessor's Parcel Number:----,.---- Project ID ~ JtD (}-/JlQ ConstructionPermitNo.: ~ /(9.~/:.'r).., Estimated Construction Start Date ____ _ Project Duration-----Months ""Emergency Contact: -· c q Name: ~~ ~~,,)\A.$ 24 hour Phone (~S"~) S"I"£11·-C9o [0 ---'-Perceivrd Threat to Storm Water Quality .Medium /(Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP REV 4/30/10 Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs Control BMPs BMPs Management BMPs Pollution Control BMPs c c c c c 0 "0 0 .Q ~ (]) "0 "' t5 tl c Ol E c "0 "' c c E "' 2 ~ 0 Ol c. "' (]) c 1ii "' § 1ii ~ ij "E "' 2 2 -g~ Ol Q; ~~ c ·s ~ Ol c "' "' "' c "" o-"' Best Management Practice c c. (]) .E £ c 2: Z5 "' 0 ~ 1ii oil "'~ ~ "' ·c_ 2 UJ ·" c :c "' 8@ 0 (]) "' "' :g ~ (BMP) Description~ c ~-~ "' c u "' "0 a; * "' " gjU) E Ol "' ~§ ~ "' 2 "' .91 :; -~ "' "' .!!1 "' ~g ~@ c ~ g 0 ::J (]) ~ (J) c 0 Ol -a,., 0"' .91 > ::J i 1 2 " 0 "' (]) "' )J il ~ 0 o"' 0 c (]) 0:: UlE "' N Ol J::!l: ~~ C):.;::; .91 iii ·c_ "E "0 "' "' "' E -"' <ii -::J ..a E l£ = (/) c ~ ..a u·c 2 -"' J::C u. " Q; > (]) ::J "0 :0~ ·-"0 :!2 "' " 0 c. ij -"m -" ~8 "' ·-"' " ffi"~ "' ~ [!>" c ~[ N c (]) ~ 0 "' "' .<: ..a -"' "' .Be "'"' Jllo ~£ 0 "' 0 0 "' 0 (!) UJO Cii u; U) u u: (!) U)> U) U)Q_ U).£ U)0:: 0. 2 il.i U) I u CASQA Designation ~ ";-"' "' ~ uJ '? 'f "I "' ";-"' 0 ~ ~ '? ";-"' ')I j 'f "I "' j u u u u UJ w UJ UJ w w ~ u, U) U) U) ~ ~ ~ ~ ~ UJ UJ UJ U) U) U) U) U) U) U) f-f-z z z z Construction Activity w U) Grading/Soil Disturbance Trenching/Excavation X X X StockpilinQ Drillin /Boring )(. ')(. ")~. Concrete/Asphalt Saw cutting Concrete flatwork Paving Conduit/Pjpe Installation Stucco/Mortar Work Waste Disposal StaQing/Lay Down Area Equipment Maintenance and Fueling Hazardous Substance Use/Stor>)ge Dewatering Site Access Across Dirt Other list: Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover w·1th Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Storm water Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of 3 REV 4/30/10 PLANNING DIVISION BUILDING PLAN CHECK APPROVAL P-29 DATE: 2/5/16 PROJECT NAME: TRUSS SYSTEM PROJECT ID: Development Services Planning Division 1635 Faraday Avenue (760) 60Z-4610 www.carlsbadca.!lov PLAN CHECK NO: CB160416 SET#: ADDRESS: 1 LEGOLAND DR APN: ~ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required DYes ~No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. D This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check APPROVAL has been sent to: TYLER.M@PBGINC.BIZ For questions or clarifications on the attached checklist please contact the following reviewer as marked: D Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov D Veronica Morones 760-602-4619 Veronica.Morones@carlsbadca.gov Remarks: Chris Glassen 760-602-2784 Christopher.Giassen@carlsbadca.gov VaiRay Marshall 760-602-2741 ~.Marshall@carlsbadca.gov Linda Ontiveros 760-602-2773 linda.Ontiveros@carlsbadca.gov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong©9arlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Shay Even From: Amber Ressmer Sent: To: Wednesday, February 03, 2016 12:11 PM tyler.m@pbginc.biz Cc: Building Subject: CB160416 -Legoland Hello Tyler, CB160416 Legoland plan does not require Carlsbad Fire Department fire plan review. Thank you, Amber Amber Ressmer Fire Prevention Office Specialist City of Carlsbad 1635 Faraday Ave Carlsbad, CA 92008-7314 www.carlsbadca.gov p 760-602-4665 I F 760-602-8561 1 c ' p~w~ l aaliw CLARK REDER Total Structures 1696 Walter Street Ventura, CA 93003 Attn: Theresa Kelley RE: LEGOLAND Funtown Truss CRE Project# 16.412.01 Dear Theresa, \~ ' ENGINEERING Clark Reder Engineering Inc. has completed its structural review and assessment of the video wall truss support structure to be installed at LEGOLAND located in Carlsbad, CA. The truss structure will be permanently installed and will be supported by concrete pier foundations. Clark Reder Engineering Inc. deems that the drawings and calculations represent a safe design in accordance with the structural provisions of the 2013 California Building Code. 1/31/2016 We trust this information is suitable for your needs at this time. If you have any questions, please do not hesitate to contact our office. Regards, Clark·Reder Engineering, Inc. Jeffrey M. Reder, C.E. 1 LEGOLAND DR 2111000900 Tl 02-03-2016 Clark-Reder Engineering, Inc • 10091 Mosteller Lane, West Chester, OH 45069 • Pho1 CB160416 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Legoland Screen Truss Analysis Project Location: Carlsbad, CA Codes and Referenced Standards " 20121nternational Building Code " Aluminum Design Manual, 2010 ed. ~.~, CLARKI REDER ~' ,.._ ENGINEERING " American Institute of Steel Construction, Steel Construction Manual 14th Edition Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com " American Society of Civil Engineers 7-10 (ASCE 7-1 0) "Minimum Design Loads for Buildings and Other Structures" • ANSI E 1.21-2013 "Temporary Structures Used for Technical Production of Outdoor Entertainment Events" " ANSI E 1.2-2012 "Manufacture and Use of Aluminum Trusses and Towers" Proiect Description Aluminum truss frame designed to support a video screen. Project:Legoland Funtown CRE Project#: 16.412.01 15' Span 1 of 9 10' Tower 8'Span Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 1 0091 Mosteller Lane Cincinnati, OH 45069 -~~~' CL~=~~:DER ENGINEERING Wind loads-PerASCE 37-14 & ASCE 7-10 Ultimate wind speed: Service level wind speed: Exposure category (service): Gust effect factor: Topographic factor: Vu := 110 mph V8 := Jvu2·0.6 = 85.2 mph Exps := Gw := 0.85 Kzt := 1.0 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com ff!Kh Tables----------------------------------------- Wind Loads on Trussed Towers This Math cad sheet calculates the wind pressures on a trussed tower in accordance with figure 29.q-3 of ASCE 7-10. Height of wind evaluation: z := 14·ft Wind directionality factor: Solid area of truss profile: solid := 30in 2 Tower cross section: Gross area of truss profile: gross:= 100in2 Truss width: Btruss := 12in Are tower members round? Ratio of solid area to gross area: e: ·= solid = 0.30 NW' gross Velocity Pressure Exposure Coefficient (service): Kz_s :=Spline( Table_Kz,; ,Exps) = 0.57 Wind velocity pressure (service): Round member reduction (if applicable): rnd red := 1.0 if RM = "NO" min(I.o,0.5l·e:2 + 0.57) otherwise Force coefficient 2 Cf := rnd_red· 4.0·e: -5.9·e: + 4.0 if TCS = "SQUARE" Adjustment for wind along a diagonal: Project:Legoland Funtown CRE Project#: 16.412.01 2 3.4·e: -4.7·e: + 3.4 otherwise Diag := min(1.2, 1 + 0.75·e:) = 1.20 2 of9 Kd:= TCS := RM:= rnd red = 0.62 cf = 1.41 Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Truss wind pressure (service): Linear wind load (service): Linear wind load, diagonal (service): wdiag_s := Wtruss_s·Diag Wind loads on Wrapped Truss This Mathcad sheet calculates the wind pressures in accordance with figure 29.5-1 ofASCE 7-10. Height of structure: Diameter or least horizontal dimension: Wind evaluation height: Wind directionality factor: Cross section: cs := Height/Diameter ratio: h := 8·ft D := 12in J:,_:"'h ~:= h hD :=-= 8.00 D Surface roughness definition: D' "' depth of protruding elements Rough: D'/D "'0.02 Very rough: D'/D "'0.08 Surface Roughness (applies SR := only to round cross section): Velocity Pressure Exposure Coefficient (service): ~:=Spline( Table_Kz,~ ,Exp8) = 0.57 Wind velocity pressure (service): Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com [!JCfCalculation----------------------------------------·----1 Force coefficient: Wind pressure (service): Linear wind load (service): Project:Legoland Funtown CRE Project#: 16.412.01 cf_s = 1.43 wwrap_s := Pwind_s·D 3 of9 Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Wind Loads on Scrim CLA!?I=?DER ENGINEERING Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com This Mathcad sheet calculates the wind pressures on a sign or scrim in accordance with figure 29.4-1 of ASCE 7-10. Top of sign height: A:= 20·ft Sign Width: B := 17·ft Vertical dimension of sign: ~:= 20·ft Wind directionality factor: ~:= 0.85 Aspect ratio, 8/s: B Clearance ratio, s/h: sh := ~ = 1.00 Bs :=-= 0.85 s h [ECfCalculation---------------------------------------- Velocity Pressure Exposure Coefficient (service): ~:=Spline( Table_Kz,~ ,Exp8) = 0.62 Wind velocity pressure (service): Case A: Force coefficient: crAB= 1.48 Case A sign wind pressure (service): Case A total sign wind load (service): psign_s := Psign_s·B-s Wind Loads on Scrim t% s :i ~i79;Jl~f ~-'' ~~-.-~ :---:----.-----_-\:· .. ::;'·_:_-· 'P ' . . = t2:32·psf [cS~~fk~·· !;·~~< _ [s[giu_:;<1J9:kip This Mathcad sheet calculates the wind pressures on a sign or scrim in accordance with figure 29.4-1 of ASCE 7-10. Top of sign height: Vertical dimension of sign: Aspect ratio, 8/s: A:= 9·ft ~:= 9·ft B ~:=-= 4.00 s Sign Width: Wind directionality factor: Clearance ratio, s/h: Jl.:= 36·ft ~:= 0.85 s ~:=-= 1.00 h [E.;::;;Cf Calculation----------------------------------------1 Velocity Pressure Exposure Coefficient (service): ~:= Spline( Table_Kz, ~ ,Exp8) = 0.57 Wind velocity pressure (service): Case A: Force coefficient: Project:Legoland Funtown CRE Project#: 16.412.01 cf_AB = 1.35 4 of9 rc----_·c··.··T:-.-·-·--.-------rq~.-,~-~ _9.0~Lp~f Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 1 0091 Mosteller Lane Cincinnati, OH 45069 CLA,EI ::DIIIR Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com ENGINEERING Case A sign wind pressure (service): Case A total sign wind load (service): Seismic Loads-PerASCE 37-14 & ASCE 7-10 6.5 EARTHQUAKE If :required fi)y Section 65.1 and not exempted b)' Section 6.5.3. earthquake loads :;;hall be calculated in accordoocc. with procedures m ASCE/SEI 7 ·I (J as modified by Section f!.5.2. All structures shaH be treated a:; Risk Catc~ory ll, per Table 1.5·1 of ASCE.ISEl7-IO. rcgan:llcss of the groll.lp cht.'lsifiration of the coml!}lctcil srmeturc. 6.5.1 Applicability l:£ruahqu;d.:c loadt. need not 81'.: cmnsld- ered uulcss tct}uh·cd by lhc autho1:ity lla\'h!g jufisdkt~mt amllhc mapped Risk-"larg~ted MCEa. S~lf damped, spc.::·R ual re~pon~>c acceleration pammc.tcr at a Jleriod of Is. S,, d~tfined in Section I J .4. J uf ASCE/SEI /. iO equals m exceed~ 0.40. ~~J~L~~"J:~'~~,j~··ysf f~~t~&~'~.·s:3T·kip 6.5.2 Use of ASCEISEI 7-10 For use of the earthquake load provisions of ASCE/SEI 7-10, the following modifi- cations should be made: I. The mapped values for Ss and S1 may be multiplied by a factor less than I to represent the reduced expo- sure period. but the factor shall not be Jess than 0.20. 2. The restrictions on types of stnu:tural systems in seismic perfonuance categories D and E do not apply. as long ao; the height of the temporary bracing system designed in accordance with this section is limited in height to 60ft (l8.3m) or live stories, whichever is less, above the completed bracing of the permanent structure. EUSGS Design Maps Summary Report User-Specified Input Report Title Legoland Truss Building Code Reference Document 2012 International Building Code Site Coordinates 33.12455°1\1, 117.31372"W Site Soil Classification Site aass D -"Stiff Soil" Risk Category 1/ll/IU USGS-Provided Output 55 = L134g s, = 0.436 9 Project:Legoland Funtown CRE Project#: 16.412.01 s ... = 1.186 g s.,, = 0.682 g s.,. = 0.791 g s,, = 0.455 !l 5 of9 Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 CLA:RKI =DI!R ·~ ... ENGINEERING Seismic Analysis -ASCE 7-10, Chapter 15 & ASCE 37-14 Site coefficients per ASCE 7-10, Site Class D assumed Mapped MCE, 5% damped, spectral response, acceleration parameter at short periods: Mapped MCE, 5% damped, spectral response, acceleration parameter at 1 s: Design 5% damped, spectral response, acceleration parameter at short periods: Design 5% damped, spectral response, acceleration parameter at 1 s: PerASCE 37-14, does seismic need to be considered? Consider_seismic := "NO" if S1 < 0.4 = "YES" If seismic is required to be considered: Temporary reduction coefficient as allowed by ASCE 37-14 (minimum value= 0.2): Response modification factor: Importance factor/Risk Category II: Structural height (FT): Approximate period perameters (Table 12.8-2, Page 90): long period transition period (Figure 22-12, Page 224): Approximate Fundamental Period: Modified spectral responses with reduction coefficient: Project:Legoland Funtown CRE Project#: 16.412.01 "YES" otherwise redeq := 1.0 Req := 3.0 Trussed towers ct := o.o2 h .75 T a := Cf n = 0.19 6 of9 ss := 1.134 s1 := 0.436 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com sus:= o.79I sm := 0.455 Sns_mod := Sns·redeq = 0.79 SDI_mod := Sm·redeq = 0.46 Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 CLAEI::DBR ENGINEERING Seismic response coefficient: C8 := 0 if Consider_seismic = "NO" max( cs.calc 'cs.min) otherwise Vertical seismic load effect: EQv := 0 if Consider seismic = "NO" 0.2·Sns_mod otherwise Truss capacity check (1/8" Chord Walls): Truss consists of Total Structures 12" Light Duty Truss Moment capacity: Mn_truss := 28941b:·(20ft) = 7.23-kip·ft Shear capacity: Axial capacity: Project:Legoland Funtown CRE Project#: 16.412.01 3836lbf . V n truss := = 1.92· kip -2 ~truss . P n truss := . ·2 = 17.36·kip -10m 7 of9 10 381 15 252 20 145 25 . 91 30 61 35 44 40 23 ().12 1279 3781 0.40 1251 2894 0.73 1224 2266 1.14 1133 1837 1.64 919 1524 2.23 762 933 2.24 467 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com = 0.264 0.06 . 640 0.21 626 0.18 0.50 612 0.43 0.92 596 0.84 1.34 ; 584 1.44 1.83 ' 570 2.27 1.87 . 350 228 637 ()J)8 628 0.25 619 0.60 566 1.08 459 1.56 . 381 2.13 233 2.15 Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 Pole Pier Foundation Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com ~1----------------------------------------------------------------------------------------l Design Loads: p := 2406lbf A,:= 3ft lbf p := 200- ft2 ~:= 24in Movement := yes Wind:= no UNCONSTRAINED The horizontal force applied to the pole. The height at which the load is applied. (The inflection point for fixed top col.) The unadjusted lateral bearing capacity of soil per foot of depth. The diameter of the pole (or foundation pier). Allowable lateral Bearing Capacity Table (double click to view) use "yes" for isolated poles such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2" motion at the ground surface due to short term lateral loads, use "no" otherwise Are "Alternate Basic Load Combinations (IBC 1605.3.2)" being used and does a wind or earthquake combination control? Windl :=if(Wind> 1,~·%) Factor:= Windl·Movement Factor = 2.00 d := 2.5ft (This is a required initial guess value for the depth, changing it's value will not affect the solution) p·d ~d) :=-·Factor 3·g L(A) :=~{1ft+ Jlft2 + 4·3:·h) (IBCEquationl8-I) Embedment}:= root(F(A(s1 (if(d > 24ft,24ft,d)))}-d,d) Maximum_ depth_ check:= if(Embedmentl >24ft, "More Detailed Analysis Required", "OK") Project:Legoland Funtown CRE Project#: 16.412.01 8 of9 Engineer:JMR 1/31/2016 Clark-Reder Engineering, Inc 10091 Mosteller Lane Cincinnati, OH 45069 CONSTRAINED IBC 2000 defines "constrained" as having a "rigid floor or pavement at ground surface" 83(d) := p· d·Factor g ~ ) 4.25ft·P·h s3 := S3·B·g (IBCEquationl8-2) Embedment2 := root(F(s3 (if(d > 12ft, 12ft, d)))-d, d) fc~.~~i!t~!~sct ~~111.he~~#~~~~ ~3ff! ~:= if(Embedment2 > 24ft,"MoreDetailedAnalysisRequired" ,"OK") ~~1it~~Ji~~t~~b~~~:~rif2~;· Pipe Brace Effective length factor: Unbraced length: Scaffold yield strength: ,K:= 1 Lx := 12.5ft F ·= 35ksi y· Member properties for vertical scaffold member-1.9" OD x 0.134" wall Radius of gyration: ry := 0.605in Area of scaffold member: Ag := 7i·[(1.9·in) 2 4 -(l.5-in) 2 ] = 1.07·in2 2 7i ·E Fe:= -(-K-~~-x-J-2 = 4.66·ksi Fer:= o .• J~LY n KL, < 4.71-iii; ry ~ Fy = 4.08·ksi K-Lx ~s 0.877·Fe if--> 4.71· - ry Fy Fcr·Ag . P allow := --= 2.61· ktp Use schedule 80 pipe, with two clamps 1.67 Project:Legoland Funtown CRE Project#: 16.412.01 9 of9 Phone (513) 851-1223 Fax (513) 217-9388 www.clarkreder.com Engineer:JMR 1/31/2016 ~X z m .... ::2 N17 co 17A .,.... ::2 15 13 Clark Reder Engineering SK-1 DJP Legoland Funtown Truss Jan 30, 2016 at 11:02 AM 15.701.26 Legoland Screen Model 01.r3d .8--x z ll) c-; Member Length (ft) Displayed Clark Reder Engineering DJP 15.701.26 ll) c-; ..... Legoland Funtown Truss 16 SK-2 Jan 30, 2016 at 11 :03 AM Legoland Screen Model 01.r3d .8--x z __ _ -71b/ft -71b/' Loads: BLC 1, Dead Load Clark Reder Engineering SK-3 DJP Legoland Funtown Truss Jan 30, 2016 at 11 :03 AM 15.701.26 Legoland Screen Model 01.r3d ~X z_ -55.11b/ft . Loads: BLC 2, Screen Load Clark Reder Engineering SK-4 DJP Legoland Funtown Truss Jan 30, 2016 at 11:12 AM 15.701.26 Legoland Screen Model 01.r3d ~X z __ _ 11.621b/ft .251b/ft 11.621b/ft 1651b/ft Loads: BLC 3, Wind Load Z Clark Reder Engineering SK-5 DJP Legoland Funtown Truss Jan 30, 2016 at 11:12 AM 15.701.26 Legoland Screen Model 01.r3d h-x z --- Loads: BLC 4, Wind Load X Clark Reder Engineering SK-6 DJP Legoland Funtown Truss Jan 30, 2016 at 11:12 AM 15.701.26 Legoland Screen Model 01.r3d ~X z_ 14.~.tJlhfftft Loads: BLC 5, EQX Clark Reder Engineering SK-7 DJP Legoland Funtown Truss Jan 30, 2016 at 11:13 AM 15.701.26 Legoland Screen Model 01.r3d ~X z 1.8481b/ft 1.8481b/ft Loads: BLC 6, EQZ Clark Reder Engineering SK-8 DJP Legoland Funtown Truss Jan 30,2016 at 11:13 AM 15.701.26 Legoland Screen Model 01.r3d ~X z 1.1061b/ft 1.1061b/ft 1.1061b/ft Loads: BLC 7, EQY Clark Reder Engineering SK-9 DJP Legoland Funtown Truss Jan 30, 2016 at 11:13 AM 15.701.26 Legoland Screen Model 01.r3d ~X z ___ _ Member z Bending Moments (lb-ft) (Enveloped) Clark Reder Engineering DJP 15.701.26 26.5 Legoland Funtown Truss SK-10 1122.2 598.7 -1554 Jan 30,2016 at 11:14 AM Legoland Screen Model 01.r3d .&X z 156.3 -1156.3 Member y Bending Moments (lb-ft) (Enveloped) Clark Reder Engineering DJP 15.701.26 156.3 -1156.3 Legoland Funtown Truss -1 -1041.5 1424.3 SK -11 Jan 30,2016 at 11:15 AM Legoland Screen Model 01.r3d .e-x z ___ _ 540 ' 324 Member Axial Forces (lb) (Enveloped) Clark Reder Engineering DJP 15.701.26 210.8 126.5 540 324 Legoland Funtown Truss 1014.4 49.4 506.3 SK-12 Jan 30, 2016 at 11:15 AM Legoland Screen Model 01.r3d GENERAL STRUCTURAL NOTES CODES AND REFERENCE 1. 2. 3. 4. 5. 6. 2013 CALIFORNIA BUILDING CODE 20121NTERNATIONAL BUILDING CODE ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ANSI E1.2-2006 ENTERTAINMENT TECHNOLOGY, "DESIGN, MANUFACTURE AND USE OF ALUMINUM TRUSSES AND TOWERS" ALUMINUM DESIGN MANUAL, 2005 EDITION AISC STEEL MANUAL, 13TH EDITION DESIGN LOADS 1. 2. 3. DEAD LOAD: SELFWEIGHT OF STRUCTURE RIGGING LOADS: A. SCREEN WEIGHT: 771 LB B. RIGGING LOADS: 40 PLF (HORIZONTAL TRUSS O(!SYU i WIND LOAD: ·· I A. DESIGN WIND SPEED: 110 MPH (FACTORED) B. EXPOSURE: B "" "' i ~ 2. 3. 4. 5. 6. C. IMPORTANCE FACTOR: 1.0 SEISMIC LOADS: A. OCCUPANCY CATEGORY: II 4. . ~~~~~~,~~~~""'"'' B. IMPORTANCE FACTOR: 1.0 C. SITE CLASS: D (ASSUMED) D. SDS = 0.79 E. SD1 = 0.46 F. RESPONSE MODIFICATION FACTOR, R = 3 -~--~-~~--ISSUED G. SEISMIC COEFFICIENT, CS = 0.26 CONSTRUCTION AND SAFETY 1. 2. ENGINEER SHALL NOT BE RESPONSIBLE FOR MEANS, METHODS, OR SEQUENCE OF CONSTRUCTION UNLESS SPECIFICALLY STATED ON THE DRAWINGS. ENGINEER HAS DESIGNED THE STRUCTURES FOR THEIR FINAL AS-BUlL T CONDITION. ENGINEER IS NOT RESPONSIBLE FOR TEMPORARY STABILITY OF STRUCTURES DURING ERECTION UNLESS SPECIFICALLY STATED ON THE DRAWINGS. FOUNDATIONS 1. 2. 3. PER CLIENT'S REQUEST, THE FOUNDATION DESIGN AND GENERAL FOUNDATION NOTES ARE BASED ON THE ASSUMPTION OF FAVORABLE SOIL CONDITIONS. THE CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER TO VERIFY DESIGN ASSUMPTIONS PRIOR TO FOUNDATION INSTALLATION. THE COST FOR THE GEOTECHNICAL ENGINEER SHALL BE LISTED AS A SEPARATE ITEM ON THE CONTRACTOR'S BID. THE CONTRACTOR SHALL SUBMIT COPIES OF THE GEOTECHNICAL ENGINEER'S REPORT TO CLARK REDER ENGINEERING. PIER FOUNDATIONS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 3000 PSF. FOUNDATION ELEVATIONS SHOWN ARE FOR BIDDING PURPOSES AND MAY VARY TO SUIT SUB-SURFACE SOIL CONDITION. ELEVATION AND BEARING STRATA SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. INSTALL FOUNDATIONS AT DESIGNED ELEVATIONS. LATERAL SOIL PRESSURE USED FOR DESIGN OF: 7. 8. 9. 10. CONCRETE WORK IN COLD WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 306.1-90 "STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" AND ACI 306R-10 'COLD WEATHER CONCRETING". CONCRETE WORK IN HOT WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 305R-10 "HOT WEATHER CONCRETING'. THE AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE, AND WIND VELOCITY SHALL BE ENTERED INTO NOMOGRAPH FIGURE 2.1.5 TO DETERMINE IF PRECAUTIONS AGAINST PLASTIC SHRINKAGE ARE REQUIRED. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR EACH TYPE OF CONCRETE TO THE STRUCTURAL ENGINEER FOR APPROVAL IN ACCORDANCE WITH ACI 301-10 SECTION 4.2.3.4 FIELD TEST DATA OR TRIAL MIXTURES. SUBMITTAL DATA MUST INCLUDE FIELD TEST DATA FROM AT LEAST 10 TESTS OR A THREE POINT CURVE GENERATED USING TRIAL MIXTURES. SUBMIT SHOP DRAWINGS OF REINFORCING STEEL. MATERIALS: (F'C BASED ON 28 DAY UNLESS NOTED) A. CONCRETE FOR EXTERIOR FLAT WORK, WALKS, ETC.: FC = 4500 PSI, (4.5% TO 7.5% ENTRAINED AIR), MAXIMUM WATERICEMENTITIOUS RATIO = 0.45. LIMIT POZZOLAN CONTENT PER ACI301-10 TABLE 4.2.2.8. B. CONCRETE FOR DRILLED PIERS WITH EXTERIOR EXPOSURE: F'C = 4000 PSI, (4.5% TO 7.5% ENTRAINED AIR), MAXIMUM WATERICEMENTITIOUS RATIO= 0.50. C. REINFORCING STEEL: ASTM A615 60 KSI YIELD DEFORMED BARS AND ASTM A185 WELDED WIRE FABRIC, FLAT SHEETS ONLY. D. FLY ASH: ASTM C618, TYPE F OR C. WHEN USED, FLY ASH-TO-TOTAL CEMENTITIOUS RATIO SHALL BE 15% MINIMUM. E. GROUND GRANULATED BLAST FURNACE SLAG: ASTM C989. TOTAL GROUND GRANULATED BLAST FURNACE SLAG -TO-TOTAL CEMENTITIOUS RATIO SHALL NOT EXCEED 50% MAXIMUM. F. FLY ASH, NATURAL POZZOLANS, SILICA FUME, OR GROUND GRANULATED BLAST FURNACE SLAG: WHEN EXPOSED TO DEICING CHEMICALS, LIMIT THE MAXIMUM WEIGHT TO THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS GIVEN IN TABLE 4.2.2.8 OF ACI301-10. G. H. I. PLASTICIZING ADMIXTURE: ASTM C1017. WATER REDUCING ADMIXTURE: ASTM C494. CHLORIDE CONTENT OF CONCRETE: LIMIT TOTAL CHLORIDE ION CONTENT TO AMOUNT INDICATED IN TABLE 4.2.2.6 OF ACI 301-99. ADMIXTURES CONTAINING CHLORIDE ARE NOT PERMITTED IN REINFORCED CONCRETE OR CONCRETE CONTAINING METALS. IF CONCRETE ARRIVES AT THE POINT OF DELIVERY WITH A SLUMP BELOW THAT WHICH WILL RESULT IN THE SPECIFIED SLUMP AT THE POINT OF PLACEMENT AND IS UNSUITABLE FOR PLACING AT THAT SLUMP, THE SLUMP MAY BE ADJUSTED ONCE ONLY TO THE REQUIRED VALUE BY ADDING WATER UP TO THE AMOUNT ALLOWED IN THE ACCEPTED MIXTURE PROPORTIONS. ADDITION OF WATER SHALL BE IN ACCORDANCE WITH ASTM C94. DO NOT EXCEED THE SPECIFIED WATER-CEMENTITIOUS MATERIAL RATIO OR SLUMP IN THE APPROVED MIX DESIGN. DO NOT ADD WATER TO CONCRETE DELIVERED IN EQUIPMENT NOT ACCEPTABLE FOR MIXING. AFTER PLASTICIZING OR WATER REDUCING ADMIXTURES ARE ADDED TO THE CONCRETE AT THE SITE TO ACHIEVE FLOWABLE CONCRETE, DO NOT ADD WATER TO THE CONCRETE. MEASURE SLUMP (AND AIR CONTENT OF AIR ENTRAINED CONCRETE), AFTER SLUMP ADJUSTMENT, TO VERIFY COMPLIANCE WITH SPECIFIED REQUIREMENTS. SLUMP SHALL BE MEASURED PRIOR TO THE ADDITION OF ADMIXTURES AND AFTER THE ADDITION OF ADMIXTURES. REINFORCING BARS SHALL BE FREE OF FORM RELEASE AGENTS. PROVIDE 3/4" CHAMFER AT CORNERS OF EXPOSED CONCRETE. A. DRILLED PIERS: 200 PSF PER FOOT OF DEPTH. DRILLED PIERS 4. 5. 6. CONTRACTOR SHALL CONTACT UTILITY COMPANIES AND LEGOLAND FOR LOCATING UNDERGROUND SERVICES AND IS RESPONSIBLE FOR THEIR PROTECTION AND SUPPORT. FILL AND BACK FILL: A. ALL FILL MATERIALS SHALL BE APPROVED BY A GEOTECHNICAL CONSULTANT. FINISHED GRADE SHALL SLOPE AWAY FROM THE TOWER FOUNDATION. CONCRETE 1. CONCRETE WORK AND TESTING, AS PERFORMED BY "QUALIFIED FIELD TESTING TECHNICIANS" AND "QUALFIED LABORATORY TECHNICIANS", SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-10, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. REPORTS FROM TESTS REQUIRED BY SECTION 1.6 OF ACI 301-10 SHALL BE SUBMITTED TO STRUCTURAL ENGINEER, ARCHITECT, OWNER, CONTRACTOR, CONCRETE SUPPLIER, AND BUILDING OFFICIAL. 1. 2. 1. CONSTRUCTION TOLERANCES: A. BOTTOM ELEVATION OF DRILLED PIERS AS SHOWN ARE ESTIMATED FROM SOIL BORING DATA. GEOTECHNICAL ENGINEER WILL DETERMINE ACTUAL FINAL BEARING LEVEL DURING EXCAVATION. B. THE CENTER OF THE SHAFT SHALL BE LOCATED WITHIN TWO INCHES (2") OF THE PLAN LOCATION. C. SHAFTS SHALL BE PLUMB WITHIN 1.5 PERCENT OF ITS LENGTH. D. ANY SHAFTS VARYING BY MORE THAN THE ABOVE TOLERANCES SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER. CONSTRUCTION A. BEARING STRATA SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. B. EXCAVATED MATERIAL SHALL BE REMOVED FROM THE SITE. C. STEEL CASINGS CONTRACTOR SHALL PROVIDE TEMPORARY STEEL CASINGS ON THE SITE FOR USE AS REQUIRED TO PREVENT CAVING OF THE SHAFT WALLS. 2. CASING SHALL HAVE SUFFICIENT STRENGTH TO WITHSTAND HANDLING STRESSES, CONCRETE PRESSURE, AND SURROUNDING EARTH AND/OR FLUID PRESSURES. MAKE DIAMETER OF EXCAVATION IN RELATION TO DIAMETER OF CASING, SUCH AS TO CREATE A MINIMUM OF VOID SPACE OUTSIDE OF CASING. 3. CASINGS SHALL BE WITHDRAWN AS THE CONCRETE IS BEING PLACED, MAINTAINING SUFFICIENT HEAD OF CONCRETE WITHIN THE CASING TO PREVENT EXTRANEOUS MATERIAL FROM FALLING IN FROM THE SIDES AND MIXING WITH THE CONCRETE. D. REINFORCING STEEL 1. REINFORCING STEEL CAGES SHALL BE TIED WITH WIRE AT A MINIMUM OF 70 PERCENT OF THE INTERSECTIONS OF THE LONGITUDINAL BARS AND THE HOOPS/TIES. 2. SUITABLE BAR SPACERS SHALL BE USED TO PROVIDE THE PROPER CLEARANCE. 3. CAGES SHALL BE TIED WITH CROSS BRACES IN ORDER TO PREVENT RACKING OF THE CAGES. 4. LAP SPLICE CIRCULAR TIES 48 DIAMETERS. 5. REINFORCING STEEL CAGES SHALL BE THE FULL HEIGHT OF THE PIER UNLESS NOTED OTHERWISE. E. CONCRETE PLACEMENT 1. CONCRETE PLACEMENT SHALL BE OBSERVED BY GEOTECHNICAL ENGINEER. 2. DEWATER EXCAVATION PRIOR TO PLACING CONCRETE. NO MORE THAN 1 INCH OF STANDING WATER SHALL BE ALLOWED PRIOR TO CONCRETE PLACEMENT. 3. IF WATER INFLOWS CONTINUE DURING PUMPING, USE CASINGS SOCKETED INTO BOTTOM OF EXCAVATION OR OTHER APPROVED MEANS TO REDUCE INFLOW. 4. PLACE CONCRETE IMMEDIATELY AFTER COMPLETION OF EXCAVATION. 5. VIBRATE TOP 5 FEET OF CONCRETE. 6. PLACE CONCRETE IN PIER IN ONE CONTINUOUS OPERATION. ALUMINUM 1. ALUMINUM SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS: A. MEMBER ALLOY: 6005-TS OR 6061-T6 OR 6005A-T6 B. WELD FILLER ALLOW: 4043, 5356, OR 5556 2. ALL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE ALUMINUM ASSOCIATION ALUMINUM DESIGN MANUAL, CURRENT EDITION. 3. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY LATEST EDITION. 4. FIELD CONNECTIONS SHALL BE BOLTED UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. 5. ALUMINUM TRUSS TO ALUMINUM TRUSS CONNECTION BOLTS: 5/8" DIAMETER GRADE 8 BOLTS STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS: A. MISC PLATE, BAR, ANGLES AND CHANNELS: ASTM A36, FY = 36 KSI B. PIPE SHAPES: ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI C. BOLTS: SAE J429 GRADE 5 BOLTS (FY=92 KSI) 2. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY LATEST EDITION. WIRE ROPE AND RIGGING ACCESSORIES 1. 2. 3. 4. 5. WIRE ROPE 3/8" OR LESS IN DIAMETER: 7X19 GAG, MEETING FEDERAL SPEC. RR-W-410E WIRE ROPE 7/16" OR GREATER IN DIAMETER: 6X19 IWRC, MEETING FEDERAL SPEC. RR-W-410D, TYPE 1 CLASS 2 SHACKLES: GALVANIZED, SCREW PIN ANCHOR TYPE, ASTM A153 TURNBUCKLES: GALVANIZED, ASTM F-1145 FORGED WIRE ROPE CLIPS: GALVANIZED, MEETING FEDERAL SPEC. FF-C-450 TYPE I CLASS I WIRE ROPE THIMBLES: GALVANIZED, MEETING FEDERAL SPEC. FF-T-276B TYPE II RATCHET STRAPS CHAIN PULLERS CLAEI=?Dn I!NGINI!I!RING 10091 Mosteller Lane West Chester, OH 45069 513 8511223 COPYRIIlliT @ 2015 THIS DOCUMENT IS lHE PRODUCT AND EXCUI~I'E PROPERTY OF ClARK-REDER ENQNEERING, INC. NEilHER lHE OOOJWENT NOR THE INFORt.tAliON IT CONTAINS MAY BE COPIED OR USED FOR OlHER lHAN 11£ SPEaFIC PURPOSE FOR \lt!ICH IT WAS PREPARED, WllHOOT lHE iofliiTEN CONSENT OF ClARK REDER EN<JINEERING. INC. CJ) CJ) :::::> Oo::: ZI-::Jz 0~ t!JQ LLII-....Iz :::::> LL <( ......... z ~ 0 u. ......... ....J 6 .6.1 REVISION DESCRIPTION -DATE DATE: 01/25/2016 CRE PROJECT "10: 15.701.26 16 6. 7. 8. 9. POLYESTER OR STEEL CORE ROUND SLING 1 LEGOLAND DR INSPECTIONS 1. ALL TRUSS UNITS, SCAFFOLD AND/OR OTHER RIGGING EQUif INSPECTED PRIOR TO ERECTION. DAMAGED OR CORRODED USED. FIELD MODIFICATIONS SHALL BE APPROVED BY n PRIOR TO INSTALLATION. 2111000900 Tl 02-03-2016 CB160416 AREA OF WORK \ SITE PLAN NTS CLAEI=!D .. I!NGINI!I!RING 10091 Mosteller Lane West Chester, OH 45069 513 8511223 COPYRIGHT @ 2015 TIIS D<ICUWENT IS lHE PRODUCT AND EXQ.U~VE PROPERlY OF CLARK-REDER ENClt£ERING, INC. NBlHER lHE DOOJMENT NOR 11£ INFORWAnON IT CONTAINS MAY BE COPED OR USED FOR OlHER lHAN 11£ SPECAC PURPOSE FOR WHICH IT WAS PREPARED, WllHOOT lHE WRITTEN CONSENT OF CLARK REDER ENGNEERING, ~C. (f) (f) :::> 0~ Zt-:5z 0~ l9Q Wt-......Jz :::> LL. <( ~ z c! 0 Ll.. ~ _J l5 61 REVISION DESCRIPTION -DATE DATE: 01/25/2016 CRE PROJECT"'O: 15.701.26 DRAWN BY: DJP I TWL SITE PLAN S0.1 16 71-011 0 I en 161-011 TRUSS TOWER (TYP) CONCRETE PIER (TYP) SCREEN FOUNDATION PLAN 3/16" = 11-011 271-011 TRUSS TOWER (TYP) CONCRETE PIER (TYP) ARCH FOUNDATION PLAN 3/16" = 1·-u·· 71-011 UP STAGE STAGE+STAGE RIGHT LEFT DOWN STAGE 0 -t (4) i"¢ ANCHOR RODS (A36) GALV, EMBED 12" w/ NUT & WASHER (4) i"¢ ANCHOR RODS (A36) GALV, EMBED 12" w/ NUT & WASHER 0 I i:o ~ ....1 u PLAN 24"¢ CONCRETE PIER TRUSS TOWER (6)#6 VERT #4 TIES @ 12"oc + (3) #4 TIES IN TOP 12" OF PIER TRUSS TOWER 1 i" NON-SHRINK GROUT (TYP) (3) #4 TIES IN TOP 12" OF PIER (6)#6 VERT #4 TIES @ 12"oc 24"¢ CONCRETE PIER SECTION CONCRETE PIER DETAIL 1/2" = 1·-u·· ~~-~ CLA:e R:DBR I!NGINI!I!RING 10091 Mosteller Lane West Chester, OH 45069 513 8511223 COPYRICHT @ 2015 TillS OOOJMENT IS TilE PRODUCT AND EXQ.U~I£ I'ROPERlY OF CLARK-REDER ENGINEERING, INC. NemER TilE OOOJMENT N()(l mE INFORMAnON IT CONTAINS MAY BE COPIED ()II USED FOR OTIJER TIJAN TilE SPEanc PURPOSE F()(l \1\liQl IT WAS PREPARED, 1\lTilOOT TilE WRimN CONSENT OF CLARK REDER ENGINEERING, INC. Vl Vl :::> Oo::: Zl-::iz 0$ l9Q UJI-....Jz :::> LL <( ....... z 0::: 0 u.. ....... _J 6 .6.1 REVISION DESCRIPTION -DATE DATE: 01/25/2016 CRE PROJECT'\10: 15.701.26 DRAWN BY: DJP I TWL FOUNDATION PLAN & DETAILS S1.1 I 3 S nn A' ITI..ar-DC'\/t~tn~o.~~ A --1- ( D --1 1&7SO' -- -...._ 1141A!W -- I&7SO' -- _, - F ~ 4.1W---=-,..-1-fWiio'~ ==~ fo II II II II II II TOP VIEW 4.1W--,..,_ ---~Cl04.-- / "' / 1"'-/ "'-1 / "' / 1"'-/ "' ~ ~ ~ I:: FRONT VIEW 12111111 -Cl04.- - PLEASE NOTE ALL TRUSS MAIN CHORD SHOULD BE 50.8mm [2"] </! x 4.763 [3/16"] WALL. SIDE VIEW (2) 1 1/2" SCH 40 PIPE CLAMPED TO EACH CHORD OR (1) 11/2" SCH 80 PIPE WITH (2) CLAMPS TO TRUSS -E.V-.. !!!..! M1D B ( D Ge/1116 L 1 I 2 I 3 I I I I I t I I I I I 6 I 7 I 8 I --· --~ A B ~~~ F- ( ~~ D !114-i~!-.! n1l' [4m@.7 :!W!~ ;-mw.-J ~ F= F= F= fo F= -3"! 1ll!.ilOO' -~-~ ~ =6 :.--~ . I ~~....:! m!'l~7....:1~;;;;;:;:;;;;;;; I ! I .L,!:l:l_ WlOO" ~ !1!.000"~ ~~ ! !2.7l'W l~!lMJ I I I IIIII 1r El-~: ·-I I I IR-11 II- IIlii II lliii"'WY 'lnrRII IDI II 111: -!i!~l F I= t t PLEASE NOTE ALL TRUSS MAIN CHORD SHOULD BE 50.8mm [2"] 0 x 4.763 [3/16"] WALL. ,9M] -E.VGNia --··-· ------------- B ( D L 2 6 s ~